joseph's house toilet rooms - kavi construction...2020/06/09 · urinal (ada accessible) 4 2...

DetailDTL

TLT Toilet

Curtain Wall

PLBG Plumbing

VB Vinyl Base

Expansion JointEJ

Glass Fiber Reinforced GypsumGFRG

Unless Otherwise NotedUON

On Center

Opposite

OCOD

PLAM

OPP

Plastic Laminate

Outside Diameter

RadiusRoof drain

PaintedPlywood

PTDPLWD

PT

RRD

RevisionRequired

Room

Reference, Refrigerator

REVREQD

RMRO

REF

Rough opening

Sound Attenuation Blanket

Pressure Treated

Schedule

Similar

SCHED

SIM

SAB

RTU

Structure, Structural

SteelStorage

STRUCTSST

STORSTL

SPECSF

Stainless Steel

SpecificationSquare foot

Roof Top Unit

Typical

Top of

Temporary, Temperature

TOWTYP

TO

TEMP

Water ClosetWith

Vertical

Underwriters Laboratory

WCW/

VWC

VCTVERT

UL

Vinyl Composition Tile

Vinyl Wall covering

Top of wall

WoodWDWO Window Opening

FECFHC

FLRFD

Floor

AFF

A/CACT Acoustical Ceiling Tile

Above Finished Floor

Air Conditioning

GFRC Glass Fiber Reinforced Concrete

GAGALVGC

Gauge

FP Fire Protection

HCHM

GWB

APPROXAPARCH

ALTALUMANOD

BOBLKG

BDBITUM

BlockingBottom Of

BituminousBoard

Anodize

Access PanelArchitect, Architecture

Approximate

AlternateAluminum

INSULINV

InteriorInvert

HORIZ

HVACHTHP

Height

JAN Janitor

INT

CLGCJ

CMU

CAB

CT

COLCONC

CPTCONT Continuous

CarpetCeramic Tile

Concrete Masonry Unit

ConcreteColumn

CeilingControl Joint

Cabinet

MIN

MAXMECH

NIC

MOMTL Metal

MISCMM

DIADIMDN

DWG

DF

EWCEXP

EPSEQ

ELEV

EL

Electric Water CoolerExposed

Elevation

Equal

ElevatorExpanded Polystyrene

Drawing, Drawings

DiameterDimensionDown

Drinking Fountain

NONOMNTS

EXT Exterior

NumberNominal

Not in contract

Not to scale

Masonry Opening

MinimumMiscellaneousMillimeter

MaximumMechanical

Insulation

HorizontalHigh Point

Heating, Ventilation, and Air Conditioning

Hollow CoreHollow Metal

Gypsum Wallboard

GalvinizedGeneral contractor

Fire Hose and Valve CabinetFire Extinguisher Cabinet

Floor drain

CW

Opposite HandOHOverheadOHD

FRP Fiberglass Reinforced Plastic

RWC Rainwater conducter

Verify In FieldVIF

Open To StructureOTS

ABBREVIATIONS

CG Corner Guard

C CenterlineL

DownspoutDS

DBL DoubleWP Waterproofing

FT Feet

ELEC Electric, Electrical

TOP Top of Parapet

Sprayed Fire-Resistant MaterialsSFRM

XPS Extruded Polystyrene

Polyvinyl chloridePVC

PNT Paint

Owner Furnished / Owner InstalledOFOIOwner Furnished / Contractor InstalledOFCI

CFCI Contractor Furnished / Contractor Installed

MFR Manufacturer

LAVLP

LavatoryLow Point

FIP Foamed-In-Place

TOILET ACCESSORY TAG

Room name101

150 SF

ROOM TAG: NAME, NUMBER, AREA

A1011

SIMLC

101 DOOR TAG

DETAIL NUMBER & SHEET REFERENCE(SIM: SIMILAR, OPP: OPPOSITE, MIR: MIRRORED)

CENTERLINE

A101

1 Ref

1

Ref

1 Ref

1

Ref INTERIOR ELEVATION TAG:

DRAWING NUMBER & SHEET REFERENCE

EXTERIOR ELEVATION TAG:DRAWING NUMBER & SHEET REFERENCE

ELEVATION LEVEL REFERENCE

SECTION TAG REFERENCE

A101

1

Ref

1Ref 1 Ref

1

Ref

SPOT ELEVATION REFERENCE

1i

1t

PARTITION TYPE TAG

SHEET DRAWING REFERENCE:NUMBER, NAME, & SCALE

WINDOW TYPE TAG

SYMBOLS LEGEND

KEYNOTE TAG (REFER TO ASSOCIATED SHEET NOTES)

1 View Name1/8" = 1'-0"

NameElevation

1A101

SIM

X

FFE TAG1i

X

NIGHT WOMEN'S TOILET ROOM

NIGHT MEN'S TOILET ROOM DAY TOILET ROOMS

PHASE 2PHASE 1

Use Group

CODE DATANJ IBC 2015

SUMMARY REFERENCE

Main Level

Construction Type

Fire Protection System

Maximum Height

Maximum Area per Code

Minimum Number of Exits

Maximum Distance to Exits

Fire Rating

Separation of Occupancies

Occupancy Load

Egress Width

Actual Height

Office, BAssembly, A-2Dormitories, R-1

Total Building Area

OfficeAssemblyDormitories

OfficeAssemblyDormitories

Exit CorridorsExit StairsExterior Walls (non-bearing)Interior Walls (non-bearing)Roof SystemsFloor SystemsStructural MembersElevator Hoistways & ShaftsElevator Lobbies

Night:DiningDormLaundryKitchen

Total Night Occupant Load

Day:Day Services HubConfernece RoomAdminKitchenHuddle RoomsReceptionComputer RoomNight ManagerSocial Worker

Total Day Occupant Load

Total Building:

StairOther

Mixed Use - B, A-2, Non-SeparatedB (Main Occupancy)A-2R-1

IIB

Fully Sprinklered (per NFPA 13)

4 Stories (75 Feet)

1 Hour w/ Fire Extinguishing System

Per Section 1004 "Occupant Load"

1 Stories (18 Feet)

92,000 Sq. Ft.38,000 Sq. Ft.64,000 Sq. Ft.

15,584 Sq. Ft.

222

300 feet250 feet250 feet

0 HourN / A0 Hour0 Hour0 Hour0 Hour0 Hour1 HourNot Required - 3 Stories or Less

155 occ88 occ2 occ3 occ

248 Occupants

105 occ10 occ31 occ5 occ2 occ2 occ33 occ2 occ2 occ2 occ

194 Occupants

442 Occupants

0.2" / occupant0.15" / occupant

508.3304.1311.3

Table 601

Table 503

Table 508.41004

Table 506.2

Table 1006.3.2

Table 1017.2

Table 1018.11022.1Table 602Table 601Table 601Table 601Table 601708.4708.14.1

Table 1004.1.1Table 1004.1.1

1005.1

Plumbing Fixtures Count:Facility is 67% Men; 33% Women = 297 Men, 146 Women Total

Required Plumbing Counts:Men: 7 WCs (up to half may be urinals), 6 LavatoriesWomen: 4 WCs, 3 Lavatories

Actual Plumbing Counts:Men: 4 WCs + 3 Urinals, 6 LavatoriesWomen, 4 WCs 4 Lavatories Single User Toilet Rooms: 2 WCs, 2 Lavatories

Area of Work 1,292 Sq. Ft.

BHA

Job

Num

ber:

ISSU

ED F

OR B

ID 6

/9/20

ISSUE INFORMATIONIssued for Bid 06.09.2020

OWNERJoseph's House of Camden

555 Atlantic AvenueCamden, NJ 08104

phone: 215.284.6402CONTACT PERSON: Dominic Vallone

ARCHITECTBlackney Hayes Architects

150 S. Independence Mall West, Suite 1200Philadelphia, PA 19106phone: 215.829.0922

facsimile: 215.829.0596CONTACT PERSON: Darin Jellison

M/E/P/FPMoore Consulting Engineers, LLC

150 S. Independence Mall West, Suite 1200Philadelphia, PA 19106

phone: 215.560.0500 x110CONTACT PERSON: Jeff Moore

6/11

/202

0 10

:39:

03 A

MJoseph's House Toilet Rooms


Jose

ph's

Hous

e Toil

etRo

oms

555 A

tlanti

c Ave

nue

Camd

en, N

J 081

05

20-0

04

SHEET LIST

SHEET NUMBER SHEET NAME

01-General_CS PROJECT COVER SHEETG0.1 ACCESSIBILITY STANDARDSG0.2 SIGNAGE07-DemolitionD1.0 DEMOLITION PLANS08-ArchitecturalA1.1 ARCHITECTURAL PLANA2.1 REFLECTED CEILING PLANA3.1 SCHEDULES & PARTITION TYPESA3.2 DETAILSA4.1 ELEVATIONSA10.1 FINISH PLAN12-MechanicalM0.0 MECHANICAL COVER SHEETMD1.0 MECHANICAL DEMOLITION PLANM1.0 MECHANICAL FLOOR PLANM2.0 MECHANICAL SCHEDULES & DETAILSM3.0 MECHANICAL SPECIFICATIONS13-PlumbingP0.0 PLUMBING COVER SHEETPD1.0 PLUMBING DEMOLITION PLANP1.0 PLUMBING FLOOR PLANP3.0 PLUMBING SPECIFICATION15-Fire ProtectionFP1.0 FIRE PROTECTION FLOOR PLAN16-ElectricalE0.0 ELECTRICAL COVERSHEETED1.0 ELECTRICAL DEMOLITION PLANE1.0 ELECTRICAL FLOOR PLANE2.0 ELECTRICAL SPECIFICATION

LOCATION MAP

1/32" = 1'-0"1 KEY PLAN

N

PHASINGTHIS PROJECT WLL BE COMPLETED IN TWO SEPARATE PHASES TO MAINTAIN USE OF BUILDING DURING CONSTRUCTION. THE NIGHT SIDE TOILETS ARE TO BE COMPLETED IN ONE PHASE AND THE DAY SIDE TOILETS ARE TO BE COMPLETED IN A SEPARATE PHASE. ORDER OF PHASING TO BE COORDINATED WITH OWNER.

ACCESSIBILITY CLEARANCES SHOWN HERE MEET OR EXCEED THE FOLLOWING STANDARDS:- ANSI A117.1- AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)- UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)- FAIR HOUSING ACT (FHA)

ANY DISCREPANCY BETWEEN THIS SHEET AND THE PROJECT DESIGN DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO STARTING WORK. NOT ALL CONDITIONS SHOWN HERE APPLY; REFER TO DESIGN DOCUMENTS FOR PROJECT SPECIFIC INFORMATION.

"HOLD" DIMENSIONS INDICATE EXACT MEASUREMENT; NO DEVIATION OR TOLERANCE IS ALLOWABLE.

DOOR HARDWARE OPERATION SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, NOR REQUIRE MORE THAN 5 LBS OF OPERATIONAL FORCE.

DIMENSIONS SHOWN ARE TO FINISH FACE OF PARTITION / BUILDING ELEMENT. CONTRACTOR TO COORDINATE PARTITION FRAMING ACCORDINGLY.

1.

2.

3.

4.

5.

GENERAL NOTES

WATER CLOSET GRAB BARS

3' - 6" MIN 1' - 0"

3' - 4"

1' - 0"2' - 0"

OF

BAR

3' -

0" T

OP

OF

BAR

3' -

0" T

OP

3' -

4"1'

- 6"

UR

INAL

(AD

A AC

CES

SIBL

E)

42" M

AX

35" M

AX

DR

INKI

NG

FO

UN

TAIN

UR

INAL

TYP

ICAL

LCLCMIN

1' - 4"MIN

1' - 4"

17"-1

9"

4" 3' - 6"

CLEAR

60" MIN

CLE

AR

30" M

IN

HOLD

36" CLEAR

HO

LD

36" C

LEAR

GR

AB B

AR

3' -

0" T

.O.

MAX

26".

3' -

2" M

IN

4' -

0" M

AX

CONTROL AND HANDSHOWER LOCATION

GR

AB B

AR

3' -

0" T

.O.

3' -

2"

4' -

0" M

AX

ROLL-IN-TYPE SHOWER WITH SEATANSI, ADAAG COMPLIANT

TRANSFER-TYPE SHOWERANSI, ADAAG, UFAS COMPLIANT

THRESHOLD HEIGHT 1/2" MAX -BEVELED, ROUNDED OR VERT

TYP

1' -

6"

4"

LC

1' - 3"

3"

4"1'

- 6"

LC

1' - 6"

WATER CLOSET (CHILDREN'S)

3' - 6" MIN 1' - 0"

3' - 4"

1' - 0" 2' - 0"

CH

ART

SEE

CH

ART

SEE

1' -

6"4"

CHARTSEE

CH

ART

SEE

1' - 0"

5' - 0" MIN

MIN

2' - 0"

MAX

2' - 0"

3"

1' -

0"

9"

GR

AB B

AR

3' -

0" T

.O.

4"1' -

6"

AGES 3-4 5-8 9-12WC CENTERLINE 12" 12"-15" 15"-18"TOILET SEAT HEIGHT 11"-12" 12"-15" 15"-17"GRAB BAR HEIGHT 18"-20" 20"-25" 25"-27"DISPENSER HEIGHT 14" 14"-17" 17"-19"

NOTE:DIMENSIONS SHOWN ARE CLEAR DIMENSIONS FROM TUB / SHOWER ENCLSOURE FINISH FACE

MIN

.

2' -

0"

CO

NTR

OL

END

TUB WITHOUT PERMANENT SEATANSI, ADAAG, UFAS COMPLIANT

RAMP SLOPE - 1:13 RATIO

BATHTUB

LENGTH OF

CLE

AR

2' -

6"

LANDINGRAMP RUN

LANDING

RAMP RUN

TYP CROSS SLOPE LESS THAN 1:48

VARIES 5' - 2" VARIES 5' - 2"

5' -

2"CLE

AR

3' -

2"

RAM

P R

UN

211

1

5' - 0" CLEAR

CLE

AR

3' -

0"

4' - 0" CLEAR

TOILET PAPER DISPENSER

GRAB BAR

5'- 0" MIN CLR TURNING AREA

30"x48" MIN CLR FLOOR AREA, CENTERED ON LAV

TOILET ACCESSORY

MIRROR ABOVE SINK

40" T

O

LC

29" M

IN

MIRROR

REF

LEC

TIVE

SU

RFA

CE

BARRIER FREE LAVATORY ASSEMBLY HEIGHTS

6" 3' - 0"PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS, TYP

6" 3' - 0"

6" MAX

LAVATORY TOE CLEARANCE AND KNEE CLEARANCE

LC1' - 6" TYP HOLD

5' - 1" MIN CLR

5' - 1" MIN CLR

WATER CLOSET CLEARANCES- AT PUBLIC LOCATIONS- AT ACCESSIBLE RESIDENTIAL UNITS

LC

WATER CLOSET CLEARANCE- AT "TYPE A" RESIDENTIAL UNITS- AT UFAS COMPLIANT RESIDENTAL UNITS

57" M

IN C

LEAR

1' - 6" TYP HOLD

29" M

IN

9"

LC

1' -

6"

GR

A B B

AR

3' -

0" T

.O.

4"

MAX. HORIZONTAL RUN OF RAMP = 30'-0"MAX. VERTICAL RISE FOR ANY RUN OF RAMP = 30"

SHOWER AND TUB REQUIREMENTS

RAMP REQUIREMENTS / SLOPED WALKWAY REQUIREMENTS

4' - 6" MIN

4' - 6" MIN

13 ½" MIN

WATER CLOSET, URINAL, DRINKING FOUNTAIN REQUIREMENTS

SID

E W

ALL

SID

E W

ALL

BACK WALL

LC

RAMP EDGE PROTECTION IN THE FORM OF CURB, BARRIER, OREXTENDED SURFACE IS REQUIRED AT RAMP RUNS AND RAMP LANDINGS. PROTECTION IS NOT REQUIRED ON SIDES OF RAMP LANDINGS HAVING A DROP-OFF OF 1/2" MAX. WITHIN 10" OF MIN. LANDING AREA.

1' - 1"

EXTENDED FLOOR / GROUND SURFACE

CURB

SLOPED WALKWAY - 1:21 RATIO

13

9" M

IN

8" MIN

11" MIN

34" H

OLD

TO S

INK

RIM

LAV

WALL OR OBSTRUCTION

TYP

2' -

0"

MAX16".

BACK WALL

CO

NTR

OL

WAL

L

3"

CLE

AR

3' -

0"

BACK WALL

CO

NTR

OL

WAL

L

SEAT

WAL

L

VERT GRAB BAR

RECTANGULAR SEAT (ANSI, ADAAG COMPLIANT)T.O. SEAT = 18" TYP

SEAT

WAL

L

1 1/

2"1

1/2"

BACK WALL

CO

NTR

OL

WAL

L

L-SHAPED SEAT(ANSI, ADAAG, UFAS COMPLIANT)T.O. SEAT = 18"

SEAT

WAL

L

2"

1' - 4"

1 1/

2"1

1/2"

2"

1' - 4"7"

THRESHOLD HEIGHT1/2" MAX - BEVELED, ROUNDED / VERT 1/4" MAX

MAX

26".

VERT GRAB BAR

HEA

D E

ND

4" 3' - 6" MIN

16".CONTROL AND HANDSHOWER LOCATION

CONTROL LOCATION

CLEAR

3' - 2"

5"CLEAR

3' - 2"

4" T

.O.

BAR

RIE

R

CLEAR

3' - 2"

BARRIER

1' - 1"

57" C

LEAR

MIN

1' - 4"

5' - 1" MIN CLR

LC

WATER CLOSET CLEARANCE- AT "TYPE A" RESIDENTIAL UNITS- AT UFAS COMPLIANT RESIDENTIAL UNITS

67" C

LEAR

1' - 7" MIN 1' - 6" TYP HOLD

APPLICABLE ONLY WITH LAV OBSTRUCTION.PROVIDE BLOCKING FOR INSTALLATION OF FUTURE GRAB BARS (REDUCE REAR GRAB BAR TO 24").

5' - 1" MIN CLR

PROVIDE BLOCKING FOR INSTALLATION OF FUTURE GRAB BARS.

WATER CLOSET CLEARANCES / LAVATORY CLEARANCES

BACK WALL ELEVATION

PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS, TYP

CLEAR

60" MIN

CLE

AR

30" M

IN

ROLL-IN-TYPE SHOWERUFAS COMPLIANT

5' - 0" CLEAR

CLE

AR

3' -

0"

CO

NTR

OL

WAL

L

SID

E W

ALL

BACK WALL

LC

NO THRESHOLD FORUFAS COMPLIANCE

EQEQ

CONTROL WALL ELEVATION

GR

AB B

AR

3' -

0" T

.O.

3' -

2"

4' -

0" M

AX 4"1'

- 6"

LC

CONTROL AND HANDSHOWER LOCATION

CONTROL WALL ELEVATION CONTROL WALL ELEVATIONBACK WALL ELEVATION

CLEAR

3' - 1" MIN

ACCESSIBLE MEANS OF EGRESS STAIRWAY W/ ENLARGED STORY-

LEVEL LANDING

AREA OF REFUGE 30"x48" WHEELCHAIR SPACE W/ "AREA OF REFUGE" FLOOR DECAL

SIGNAGE & INSTRUCTIONS

TWO-WAY COMMUNICATION SYSTEM

AREA OF REFUGE 30"x48" WHEELCHAIR SPACE W/ "AREA OF REFUGE" FLOOR DECAL

OUTER LIMIT OF REQUIRED EGRESS WIDTH (F

OR

ON

E W

C S

PAC

E)

36" M

IN.

SIGNAGE & INSTRUCTIONS

TWO-WAY COMMUNICATION SYSTEM

AREA OF REFUGE SIZINGPROVIDE ONE WHEELCHAIR SPACE FOR EACH 200 OCCUPANTS, BASED ON OCCUPANT LOAD OF AOR AND AREAS SERVED BY AOR. ALSO, NOT LESS THAN 36" WIDE

AREA OF REFUGE (AOR) REQUIREMENTS

ACCESSIBLE MEANS OF EGRESS STAIRWAY W/ ENLARGED STORY-

LEVEL LANDING

OUTER LIMIT OF REQUIRED EGRESS WIDTH

FIR

E AL

ARM

PU

LL S

TATI

ON

FIR

E EX

TIN

GU

ISH

ER

CAB

INET

POW

ER /

TELE

/ D

ATA

REC

EPTA

CLE

TOIL

ET T

ISSU

E D

ISPE

NSE

R (1

, 2)

CENTERLINE TO BE 7"- 9" FROM

FRONT LIP OF WC

5' -

1"

1' - 7"

5' -

1" *

FRONT APPROACH PULL SIDE HINGE APPROACH PULL SIDE

3' -

7"

HINGE APPROACH PUSH SIDE

3' - 1" *

1' - 11"

FRONT APPROACH PUSH SIDE

1' - 1" IF BOTH CLOSER AND LATCH ARE PROVIDED

4' -

1"

1' - 1"

4' -

1"

LATCH APPROACH PULL SIDE

LATCH APPROACH PUSH SIDE

2' - 1"

4' -

1"4'

- 7"

2' - 1"

3' -

7"

NOTE: FLOOR SLOPE WITHIN REQUIRED CLEARANCES NOT TO EXCEED 1:48

CLR TYP

32" MIN

SLIDING DOOR - POCKET APPROACH

CLEAR

32" MIN

3' -

7"

1' - 11"

SLIDING DOOR -STOP / LATCH APPROACH

CLEAR

32" MIN

3' -

7"

2' - 1"

FRONT APPROACH PULL SIDE AT RECESSED DOOR

FRONT APPROACH PUSH SIDE AT RECESSED DOOR (WHEN RECESS IS GREATER THAN 8")

1' - 1"

4' -

1"

2" MIN CLEAR

2" MIN CLEAR

RESIDENTIAL UNIT PEEPHOLE LOCATIONS

3' -

7" A

DA

5' -

0"

FIRE STROBE (SEE MEP DWGS)

OPERABLE MEP DEVICE

SWITCH PLATE

RECEPTACLE

HALL CALL BUTTON

HOISTWAY SIGNS; SEE SIGNAGE SHEET

HALL SIGNAL

DEVICE GROUP AT DOOR ELEVATOR DEVICE LOCATIONS

46" T

YP

5' -

1"

1' - 8"

8" LC

LC

1' -

5"

SOAP

DIS

PEN

SER

(3

,4)

44" T

.O.

SOAP

DIS

H (6

)

44" T

YP

PAPE

R T

OW

EL

DIS

PEN

SER

(7,8

)

44" T

YP

ELEC

TRIC

HAN

D

DR

YER

(9,1

0)

SAN

ITAR

Y N

APKI

N

DIS

POSA

L (1

1,12

)

TYP

2' -

6"

TOIL

ET S

EAT

CO

VER

D

ISPE

NSE

R (1

5,16

)44

" TYP

MED

ICIN

E C

ABIN

ET

(17,

18)

48" T

YP

40" A

DA

MIR

RO

R -

VAN

ITY

(19,

20)

40" T

O

MIR

RO

R -

FULL

H

EIG

HT

(21)

1' -

6"

TOW

EL B

AR (2

9)

44" T

.O. B

AR

SHEL

F (3

0)

TOO

TH B

RU

SH

HO

LDER

(31)

RO

BE H

OO

K (3

2)

CH

ANG

ING

ST

ATIO

N (3

3)

MO

P ST

RIP

(34)

REF

LEC

TIVE

SU

RFA

CE

HAN

GER

RO

D

X>8"

4' -

1"

5' -

1" M

IN

5' - 1" MIN

WID

TH

DO

OR

4' -

1" M

IN

5' - 1" MIN

WID

TH

DO

OR

4' -

1" M

IN

WID

TH

DO

OR

5' - 1" MIN

PROVIDE BOTH AT "TYPE A" AND ADA ACCESSIBLE UNITS

TOP HANDRAILEXTENSION AT STAIRS(DASHED LINE REPRESENTS ALTERNATIVE POST CONFIGURATION)

MIN1' - 0"

BOTTOM HANDRAIL EXTENSION AT STAIRS(DASHED LINE REPRESENTS 12" HORIZ EXTENSION AT UFAS COMPLIANT STAIRS ONLY)

XX

HANDRAIL EXTENSIONS AT RAMPS

2 ¼" M

AX.

2 ¼" MAX.

NON-CIRCULAR HANDRAIL CROSS SECTIONS

4" - 6 ¼"PERIMETER

MIN1' - 0" MIN

1' - 0"1 1/2" MIN

1 ½

" MIN

.

4 ½" MAX.

DIAMETER1 1/4" - 1 1/2"

CIRCULAR HANDRAIL CROSS SECTIONS

HANDRAIL CLEARANCES AT ADJACENT SURFACE

34" T

YP

44" T

YP

46" T

YP

48" A

DA

5' -

0" T

YP

34" M

AX

4' -

0" T

YP

PULL

STA

TIO

N

4' -

0" T

.O.

4' -

0"

46" T

YP

1' -

6" 3'- 1

0" T

YP A

DA

5' -

6" T

YP

2 1/2" NFPA 101 7.2.2.4.4.5

NOTE:1. HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR FLOOR OR SHALL TERMINATE AT NEWEL POSTS.2. HANDRAIL EXTENSIONS ARE NOT REQUIRED IN ASSEMBLY AREAS WHERE HANDRAILS ARE DISCONTINOUS TO PROVIDE ACCESS TO SEATING AND TO PERMIT CROSSOVERS WITHIN AISLES, OR, IN ALTERATIONS, WHERE EXTENSIONS WOULD BE HAZARDOUS.

HANDRAIL HEIGHT AT STAIRS

HANDRAIL DIAMETER

1' - 0" MINT.O

. RAI

L

34" T

YP

HANDRAIL HEIGHT AT RAMP

T.O

. RAI

L

34" T

YP

MANEUVERING CLEARANCES AT DOORWAYS

MOUNTING HEIGHTS & SIGNAGE OF DEVICES

MANEUVERING CLEARANCES AT DOORS IN SERIES

HANDRAIL MOUNTING / EXTENSION REQUIREMENTS

44" T

.O. D

EVIC

EAT

AC

CES

SIBL

E H

EIG

HT

CO

UN

TER

ALIGN

ALIGN

T.O

. STA

TIO

N

OPE

N P

OSI

TIO

N

48" M

AX

T.O

. STA

TIO

N

CLO

SED

PO

SITI

ON

46" T

YP

8" TYP UON1' - 0"

IF B

OTH

C

LOSE

R A

ND

LA

TCH

AR

E PR

OVI

DED

IF BOTH CLOSER AND LATCH ARE PROVIDED

IF C

LOSE

R IS

PR

OVI

DED

IF C

LOSE

R IS

PR

OVI

DED

IF BOTH CLOSER AND LATCH ARE PROVIDED

1' - 0"TYPUON

TYPUON

BETWEEN HARDWARE AND WALL WHEN DOORIS IN OPEN / CLOSED POSITION

3' - 7" **

4' -

7" **

5'-1" DEPTH CLEARANCE IF 3'-1" SIDE CLEARANCE IS PROVIDED.

4'-7" DEPTH CLEARANCE IF 3'-7" SIDE CLEARANCE IS PROVIDED.

*

**

1' -

5"

DIS

PEN

SER

T.O

. DEV

ICE

44" T

.O.

PUSH

PLA

TED

OO

R O

PEN

ING

D

EVIC

E / P

USH

PLA

TE

BETWEEN HARDWARE AND WALL WHEN DOORIS IN OPEN / CLOSED POSITION

CO

NTR

OLS

4' -

0" T

OSA

NIT

ARY

NAP

KIN

D

ISPE

NSE

R (1

3,14

)

X <

6' -

10"

MAX

2' -

2"

OBSTRUCTIONS AND REACH RANGES

GUARDRAILS OR BARRIERS SHALL BE REQUIRED WHERE VERT. CLEARANCE IS LESS THAN 82" HIGH. THE LEADING EDGE OF THE GUARDRAIL OR BARRIER SHALL BE LOCATED 26" MAX. ABOVE THE FINISH FLOOR OR GROUND.

X >

2' -

2"

4" MAX

X ≥

6' -

10"

LIMITS OF PROTRUDING OBJECTS (INTO CIRCULATION PATH)NOTE: 4 ½" PROTRUSION IS ALLOWED FOR HANDRAILS

CANE DETECTION

AREA

46" M

AX

24".

34" M

AX

46" M

AX

10" MAX

OBSTRUCTEDSIDE REACH

44" M

AX

15" M

IN15

" MIN

UNOBSTRUCTED FORWARD REACH

OBSTRUCTED HIGHFORWARD REACH

44" M

AX

MAX

25".

OBSTRUCTED HIGHSIDE REACH

29" M

IN

34" M

AX

MAX HEI

GH

T1/

4" M

AX

VERTICAL1/4" MAX. HEIGHT

21

MAX. SLOPE

BEVELED1/2" MAX. HEIGHT

BEVELED1/2" MAX. HEIGHT

HEI

GH

T1/

2" M

AX

21

MAX. SLOPE

HEI

GH

T1/

4" M

AX

CARPET OF FLOOR1/2" MAX. HEIGHT

HEI

GH

T1/

2" M

AX

CHANGES IN FLOORLEVEL / THRESHOLDS

HEI

GH

T1/

2" M

AX

Warning: Actual conditions may vary from conditions shown on this drawing. Confirm all information in the field before proceeding with any work and notify the Architect in writing if a variation is discovered.

Release

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© Copyright 2020 Blackney Hayes Architects

Seal

Sheet Title:

Project:

phone: 215.829.0922CONTACT PERSON: DARIN JELLISON

Date Comments

M/E/P/FP:Moore Consulting Engineers, LLPphone: 215.560.0500 x110CONTACT PERSON: JEFF MOORE

Project Address:

This drawing is not to be copied or transmitted in any form without the express written authorization of Blackney Hayes Architects. All ideas and concepts depicted or suggested in this drawing are the property of Blackney Hayes Architects.

DUTY TO INSPECT CONTRACT DOCUMENTS PRIOR TO STARTING WORK: Any party who relies in part or whole on the content of these Construction Documents shall, before beginning any work, be responsible for fully inspecting the complete set of Contract Documents, including all Drawings, Specifications, and Addenda, for completeness, conflicts, scope of work, and suitability for constructing the building. All parties relying on these documents represent that they have expertise in the area of their responsibility and are knowledgeable regarding industry standards, product requirements and code requirements and therefore are qualified to fully evaluate and interpret the contract documents. All parties relying on these documents must, prior to beginning work, submit all requests for clarifications and additional information to the Architect in writing. All parties who begin work hereby certify that the documents are suitable for their intended purposes unless noted in specific written exception beforehand.

06/09/2020 ISSUED FOR BID

As indicated

6/4/20

20 6:

24:35

PM

G0.1

ACCESSIBILITYSTANDARDS

Joseph's HouseToilet Rooms

20-004

ET

CS

DJ


ALL SIGNAGE SHALL CONFORM TO:- ANSI A117.1, CHAPTER 7- INTERNATIONAL BUILDING CODE, CHAPTER 11- ADA ACCESSIBILITY GUIDELINES, 4.30 SIGNAGE

INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE SHALL BE LOCATED:- AT EACH REQUIRED ACCESSIBLE PUBLIC ENTRANCE- AT EACH REQUIRED ACCESSIBLE TOILET / BATHING FACILITY- AT EACH REQUIRED AREA OF REFUGE

MOUNT SIGNAGE AT 48" AFF, MEASURED TO THE BOTTOM OF THE BRAILLE UON

MOUNT SIGNAGE ON THE LATCH SIDE OF DOOR; WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR THE RIGHT SIDE OF DOUBLE DOoRS, SIGNAGE SHALL BE LOCATED ON THE NEAREST ADJACENT WALL

ALL CHARACTERS TO BE RAISED, MIN 1/32". ALL TEXT AND GRAPHICS TO BE CENTERED HORIZONTALLY IN SIGNAGE UON

CONTRACTOR SHALL CONFIRM ALL SIGNAGE LOCATIONS AND TYPES WITH CLIENT

FONT: TBD, 5/8" UON

WHEN SIGNAGE IS MOUNTED TO GLASS, A FLAT BACK PLATE WITH ADHESIVE SHALL BE PROVIDED ON THE OTHER SIDE OF THE GLASS; TYP UON

SIGN TYPE 2ACOMMON ROOM DOORS

"ROOM" "X"

"BRAILLE"

6"4"

"BRAILLE"

8"

8"

SIGN TYPE 10CPUBLIC TOILET ROOMS (ACCESSIBLE)

"BRAILLE"

8"

6"

"BRAILLE"

8"

6"

1.

2.

3.

4.

5.

6.

7.

8.

GENERAL NOTES

SIGN TYPE 10APUBLIC TOILET ROOMS

SIGN TYPE 10BPUBLIC TOILET ROOMS (ACCESSIBLE)

1/2" 2" 1/2"

2"1/2"

2"

SIGN TYPE 2BCOMMON ROOM DOORS

"ROOM" "X"

"BRAILLE"

6"

4""ROOM" "X"

1"

1"

1"

1"

1/2"

1"1"

1/2"

WOMENACCESSIBLE

MENACCESSIBLE

UNISEXACCESSIBLE

EQEQ

SIGNAGE AT TYPICAL PULL SIDE DOOR

MIN

1' - 6"

MIN

1' -

6"

SIGNAGE AT TYPICAL DOUBLE DOOR

CORRIDOR

SIGNAGE AT RECESSED DOUBLE DOOR WITHOUT SPACE AT RIGHT HAND DOOR

LOCATE SIGNAGE TO NEAREST ADJACENT WALL

CORRIDOR

MIN

1' - 6"

MIN

1' -

6"

CORRIDOR

SIGNAGE AT TYPICAL PUSH SIDE DOOR

CORRIDOR

SIGNAGE AT DOOR W/ LATCH SIDE OBSTRUCTION

EQ EQMIN

1' - 6"

MIN

1' -

6"

CORRIDOR

18"x18" CLEAR FLOOR AREA, CENTERED ON SIGNAGE TACTILE CHARACTERS ; TYP


SIGNAGE; TYPSIGNAGE; TYPSIGNAGE; TYPSIGNAGE; TYP


SIGNAGE; TYP

LC LC LC LC LC


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As indicated

6/4/20

20 6:

24:36

PM

G0.2

SIGNAGE


20-004

ET

CS

DJ


3" = 1'-0"SIGNAGE TYPES

1/4" = 1'-0"SIGNAGE - INTERIOR LOCATIONS

EXISTING PARTITION TO REMAIN

EXISTING DOOR TO REMAIN, G.C. TO REPAIR ANY DAMAGE TO DOOR.

EXISTING PARTITION TO BE REMOVEDNOTE: EXISTING PARTITIONS ARE PRIMARILY CMU

EXISTING DOOR/FRAME TO BE REMOVED. SALVAGE ALL DOORS & HARDWARE FOR RE-USE.

DEMOLITION LEGEND1. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE

THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. AS REQUIRED, PATCH & REPAIR ALL EXISTING SURFACES WHERE ITEMS HAVE BEEN REMOVED EITHER BY CONTRACTOR OR BY OTHERS, OR AS A RESULT OF DEMOLITION OF ADJACENT & ATTACHED CONSTRUCTION. PATCHING IS TO BE SMOOTH AND LEVEL WITH ADJACENT SURFACES TO REMAIN.

2. AS APPLICABLE, REMOVE ALL ABANDONED & NO LONGER ACTIVE WIRING & CABLING FROM EITHER THE CEILING PLENUM OR DEMOLISHED PARTITIONS. INACTIVE CIRCUITS TO BE REMOVED BACK TO THE CIRCUIT PANEL; DATA CABLING BACK TO THE SOURCE & TELEPHONE CABLING BACK TO THE PUNCH DOWN BLOCKS. WHERE NOTED, REMOVE AND CAP OFF EXISTING PLUMBING AS REQUIRED PER CODE.

3. AS REQUIRED, ANY DISRUPTED FIREPROOFING OF ALL BUILDING STRUCTURAL MEMBERS & WITHIN DEMISING WALLS, FLOORS & CEILINGS SHALL BE SUPPLEMENTED AFTER DEMOLITION, IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES, REGULATIONS & ORDINANCES OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THE PROJECT.

4. DO NOT CLOSE OR OBSTRUCT FACILITIES OR INTERRUPT UTILITIES WITHOUT WRITTEN PERMISSION FROM & COORDINATION WITH OWNER & ALL AUTHORITIES HAVING JURISDICTION.

5. THE SCHEDULING, SEQUENCING & EXECUTION OF THE DEMOLITION WORK, REMOVAL OF DEBRIS & STORAGE OF SALVAGED ITEMS SHALL BE COORDINATED WITH OWNER.

6. CONTRACTOR TO PROTECT EXISTING SURFACES, FIXTURES AND EQUIPMENT TO REMAIN. CONTRACTOR TO PROVIDE PROTECTIVE BARRIERS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ALL SURFACES, FIXTURES INCLUDING LENSES AND MATERIALS PRIOR TO FINAL PUNCH LIST. ANY ITEMS, MATERIALS, FIXTURES, ETC THAT ARE DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED AT CONTRACTOR'S COST. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE AND NOTIFY BLACKNEY HAYES ARCHITECTS OF ANY SUCH DAMAGE PRIOR TO BIDDING.

7. GENERAL CONTRACTOR IS REQUIRED TO MAINTAIN OPERATION OF BUILDING AND LIFE SAFETY SYSTEMS IN OCCUPIED AREAS DURING CONSTRUCTION. A CLEAR & UNOBSTRUCTED PATHS IS TO BE MAINTAINED TO EGRESS EXITS DURING CONSTRUCTION.

8. CONTRACTOR TO COORDINATE WITH OWNER REMOVAL OF EXISTING EQUIPMENT LOCATED WITHIN SPACE WHERE CONSTRUCTION IS TO BE PERFORMED.

9. REMOVAL OF FLOORING IS TO INCLUDE ALL TRANSITION STRIPS, PADDING, GLUE RESIDUE, TACK STRIPS, AND ASSOCIATED ITEMS. REMOVAL OF FLOORING IS TO INCLUDE FLOORING UNDERNEATH CASEWORK/FURNITURE ITEMS, WITHIN CLOSETS & STORAGE AREAS WHERE NOTED. WHERE EXISTING MATERIALS ARE TO BE REMOVED, CONTRACTOR TO REMOVE ALL ADHESIVES, PATCH, REPAIR, & LEVEL SURFACE FOR NEW FINISH.

10. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL DEMO. CONTRACTOR SHALL CUT AND PATCH EXISTING CONSTRUCTION AS REQUIRED TO FACILITATE WORK AS INDICATED ON MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS.

DEMOLITION GENERAL NOTES

AREA NOT IN SCOPE

REMOVE ALL TOILET PARTITIONS, GRAB BARS, MIRRORS, TOILET ACCESSORIES. REMOVE ALL WALL BASE, WALL TILE & FRP WALL PANELS. REMOVE CERAMIC FLOOR TILE. REMOVE ALL PLUMBING FIXTURES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

MOP SINK TO REMAIN. CAREFULLY DEMO WALL NEXT TO SINK; REPAIR EDGE OF SINK IF DAMAGED DURING DEMO.

REMOVE HAND DRYER & SALVAGE FOR RELOCATION. REFER TO ARCHITECTURAL PLAN FOR NEW LOCATION.

CUT ROUGH OPENING IN GWB WALL FOR NEW RECESSED HAND DRYER PANEL. REFER TO EQUIPMENT LEGEND FOR SIZE.

REMOVE ALL WALL TILE & FRP PANELS FROM WALLS. PREP WALLS TO RECEIVE NEW TILE FINISH.

REMOVE FINISH FLOOR. PREP SUBFLOOR TO RECEIVE SCHEDULED FINISH.

REMOVE SIGNAGE FROM DOOR & SALVAGE FOR RELOCATION.

REMOVE RESIDUE ON DOOR FROM REMOVED SIGN.

DOOR TO RECEIVE NEW HARDWARE. REMOVE PUSH/PULL HARDWARE & HASP. REMOVE CLOSER IF APPLICABLE. REPAIR DOOR WHERE HARDWARE WAS REMOVED.

DEMOLITION KEY NOTES1

DEMO REFLECTED CEILING PLAN LEGEND

EXISTING 2'X4' CEILING ACT

EXISTING GWB CEILING/SOFFIT

ROUND SURFACE MOUNTED LIGHT

SQUARE SURFACE MOUNTED LIGHT

CEILINGS:

LIGHTING FIXTURES:ALL LIGHT FIXTURES WITHIN SCOPE OF WORK TO BE REMOVED.

AREA NOT IN SCOPE

2X4 GRID LAY-IN FIXTURE

DEMO REFLECTED CEILING KEY NOTESREMOVE ALL LIGHTS IN ROOM. GWB CEILING TO REMAIN.

REMOVE CEILING & LIGHTS IN ROOM. REMOVE ALL CEILING DEVICES & RELOCATE ON NEW GWB CEILING.

REMOVE PORTION OF CEILING FOR NEW JANITOR CLOSET. REFER TO ARCHITECTURAL PLAN & REFLECTED CEILING PLAN FOR EXACT LOCATION.

1

EXISTING 2'X4' CEILING ACT TO BE REMOVED

2

3

LINEAR WALL MOUNTED VANITY LIGHT

2

3

4

5

6

7

8

9

2

1 5 1 5

7

78

66

9

1

3

3

5 6

1

3 4

5 6

STORAGE111

DAY MEN'S ROOM127

DAY WOMEN'S ROOM130

2

3

2

NIGHT MEN'S ROOM126

LAUNDRY115

JAN. CL.116

SPRINKLER RM125

1

STAFF TOILET123

NIGHT WOMEN'S ROOM124

1


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BHA Job Number:

Scale:

Drawn By:

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Approved By:

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As indicated

6/4/20

20 6:

24:29

PM

D1.0

DEMOLITIONPLANS


20-004

ET

CS

DJ


1/4" = 1'-0"1 Demolition Plan- Day Side Toilet Rooms1/4" = 1'-0"2 Demolition Plan- Night Side Men's Toilet Room

1/4" = 1'-0"3 Demolition Plan- Night Side Women's Toilet Room

1/4" = 1'-0"4 Demolition Reflected Ceiling Plan- Day Side Toilet Rooms1/4" = 1'-0"5 Demolition Reflected Ceiling Plan- Night Side Men's Toilet Room

1/4" = 1'-0"6 Demolition Reflected Ceiling Plan- Night Side Women's Toilet Room

1. DO NOT SCALE DRAWINGS.2. CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS AND INFORM ARCHITECT OF ALL DISCREPANCIES PRIOR

TO COMMENCEMENT OF ALL WORK.3. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW

CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY THE ARCHITECT FOR VERIFICATION OF THE LAYOUT PRIOR TO PARTITION INSTALLATION.

4. ALL WORK WILL CONFORM TO ALL APPLICABLE BUILDING REGULATIONS (STATE AND LOCAL). IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE A THOROUGH WORKING KNOWLEDGE OF ALL CODE ISSUES.

5. CONTRACTOR SHALL VISIT THE PREMISES TO BECOME FAMILIAR WITH EXISTING CONDITIONS, VERIFY THE SCOPE OF WORK AND EVALUATE POTENTIAL PROBLEMS ATTENDANT TO ITS EXECUTION.

6. THE SUBMISSION OF PRICING BY THE CONTRACTOR SHALL BE EVIDENCE THAT THE CONTRACTOR HAS FULLY EVALUATED POTENTIAL PROBLEMS. LATER ADDITIONAL COST CLAIMS FOR LABOR, EQUIPMENT, MATERIAL, AND HARDSHIP (EXCEPT FOR CONDITIONS CONCEALED) WILL NOT BE CONSIDERED.

7. FOR INTERIOR DIMENSIONS: ALL DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS, CENTERLINE OF COLUMNS, AND THE CENTERLINE OF MULLIONS, U.O.N.

8. FOR EXTERIOR DIMENSIONS: ALL DIMENSIONS ARE TO THE EXTERIOR FACE OF STUDS., CENTERLINE OF COLUMNS, AND THE CENTERLINE OF MULLIONS, U.O.N.

9. DIMENSIONS MARKED +/- MEAN A TOLERANCE OF NOT GREATER THAN 2 INCHES FROM INDICATED DIMENSION, UNLESS NOTED OTHERWISE.

10. SET FINISH DOOR OPENINGS AT 6" FROM ADJACENT PERPENDICULAR PARTITION U.O.N.11. NEW CONSTRUCTION SHOWN ALIGNED WITH EXISTING CONSTRUCTION SHALL BE INSTALLED FLUSH AND

SMOOTH12. ALL EXISTING SURFACES TO REMAIN SHALL BE PATCHED, FINISHED SMOOTH AND PREPARED AS REQUIRED

TO RECEIVE NEW FINISHES.13. PROVIDE CONCEALED BLOCKING IN ALL PARTITIONS WHEN MOUNTING HANDRAILS, GRAB BARS,

CABINETRY, SHELVING, COAT RODS AND SHELVES, COUNTERS AS WELL AS DOOR FRAMES AND HEADERS.14. FIRE-STOPPING IS REQUIRED AT ALL THRU-WALL/FLOOR PENETRATIONS. FIRE-RATING TO MATCH

RESPECTIVE WALL/FLOOR.15. ALL EXPOSED STEEL SURFACES TO BE PAINTED, U.O.N.16. UNLESS OTHERWISE NOTED, ALL FIRE EXTINGUISHERS TO BE CENTERED ON WALL LENGTH OR CENTERED

BETWEEN COLUMNS AS SHOWN ON PLAN OR 18" FROM NEAREST ADJACENT CORNER OR DOOR AS SHOWN. PROVIDE FIRE EXTINGUISHERS IN QUANTITY REQUIRED BY CODE.

ARCHITECTURAL GENERAL NOTESEXISTING PARTITION TO REMAIN

EXISTING DOOR TO REMAIN, G.C. TO REPAIR ANY DAMAGE TO DOOR.

ARCHITECTURAL LEGEND

NEW PARTITION. REFER TO SHEET A3.1 FOR PARTITION TYPES.

NEW DOOR. REFER TO SHEET A3.2 FOR DOOR SCHEDULE.101

DOOR TAG

X PARTITION TYPE DESIGNATION

NEW PARTIAL HEIGHT PARTITION. REFER TO SHEET A3.1 FOR PARTITION TYPES.

AREA NOT IN SCOPE

BUILD NEW PARTITION TIGHT AGAINST BACK EDGE OF EXISTING JANITOR'S SINK.

PROVIDE CONTINUOUS CAULK SEAM BETWEEN EXISTING CMU & NEW GWB PARTITION.

INSTALL HAND DRYER IN SAME LOCATION AS REMOVED DRYER AFTER INSTALLATION OF WALL TILE.

TOILET PARTITION EXTENDS TO FINISH FLOOR AT SIDE OF SHOWER. PROVIDE STAINLESS STEEL SHOE BETWEEN BOTTOM OF PARTITION AND FLOOR.

PROVIDE NEW DOOR HARDWARE TYPE 04.

INSTALL EXISTING SALVAGED HAND DRYER.

ARCHITECTURAL KEY NOTES1

2

3

4

5

6

DAY MEN'S ROOM127

DAY WOMEN'S ROOM130

SINGLE USER TOILETROOM

129

STORAGE128

JANITOR CLOSET131

127

130

129

128

2A

2A1A

3

1A

5' - 0"3' - 0"

16' - 0"

5' -

0"+/

- 2' -

3"

4' -

0"

A3.22

1

1B

1

3

3

3

2

2A

5' -

0"3'

- 0"

3' -

0"+/

- 8' -

7 1

/2"

EQEQ

EQEQ

1' -

6"

12' - 4 1/2"

5' - 0"

7' -

0"

2A

2A

5' - 10" 7' - 0"

5' -

0"

1' - 6"

1

ALIGN

ALIG

N

2

11' - 0 1/4"

5' -

0"3'

- 0"

ALIGN1' -

6"

ALIGN

1' - 6"EQ EQ

2' -

6"

A3.23

A4.1 9

10

11

12

A4.1

13

14

15

16

A4.1

18

17

20

19

3

HD

2

DAY SERVICES105

4

4

5

5' -

0"3'

- 0"

EQ.

SPRINKLER RM125

NIGHT MEN'S ROOM126

LAUNDRY115

JAN. CL.116

EQ.

3' - 0" 3' - 0" 5' - 2 7/8"

7' -

6"

10' - 0"

5' - 0"

1' -

6"EQ

EQEQ

EQEQ

EQ

A4.1

5

68

7

3

3

4 4


STAFF TOILET123

A4.1

1

4

3

2

7' - 8"

3' -

2"

6' - 0"

3' -

0"5'

- 0"

5' - 0" 3' - 0"

1' - 6"EQ EQ

2A

1A

2

2' - 0"

4

64


Release

BHA Job Number:

Scale:

Drawn By:

Checked By:

Approved By:

Sheet No.


Seal

Sheet Title:

Project:


Date Comments


Project Address:




As indicated

6/4/20

20 6:

24:10

PM

A1.1

ARCHITECTURALPLAN


20-004

ET

CS

DJ


1/4" = 1'-0"1 Architectural Plan- Day Side Toilet Rooms1/4" = 1'-0"2 Architectural Plan- Night Side Men's Toilet Room

1/4" = 1'-0"3 Architectural Plan- Night Side Women's Toilet Room

REFLECTED CEILING PLAN LEGEND

TYPE A: NEW 2'X4' ACT CEILING & GRID: ARMSTRONG ULTIMA #1913 SQUARE EDGE W/ 15/16" GRID. CENTER WITHIN SPACE (U.O.N.).

TYPE B: NEW GWB CEILING/SOFFIT

TYPE A: 2X4 SURFACE MOUNTED LIGHTING FIXTURE

1. THE CONTRACTOR SHALL DESIGN AND PROVIDE A FIRE SPRINKLER SYSTEM FROM THE EXISTING MAIN. THE WORK SHALL FULLY COMPLY WITH ALL APLLICABLE REQUIREMENTS OF NFPA13, LOCAL AUTHORITIES, LIFE SAFETY CODE 101 AND THE OWNER'S INSURANCE UNDERWRITER.

2. EXISTING SPRINKLER HEADS TO REMAIN. CONTRACTOR TO RELOCATE SPRINKLER HEADS AS REQUIRED PER NEW LAYOUT. GC TO NOTIFY ARCHITECT OF ANY POSSIBLE CONFLICTS WITH HVAC AND/OR LIGHT FIXTURE LOCATIONS.

3. CONTRACTOR TO PROVIDE EXTRA BLOCKING AT CEILING FOR ANY CEILING HUNG PROJECTION SCREENS, AV EQUIPMENT OR CAMERAS.

4. CONTRACTOR TO COORDINATE LOCATION OF ALL CEILING HUNG EQUIPMENT WITH TENANT OR OWNER REPRESENTATIVE.

5. CONTRACTOR TO REINSTALL ANY REMOVED LIFE/SAFETY DEVICES DURING INSTALLATION OF NEW CEILING GRID/TILE.

6. WHERE CEILING DEVICES ARE TO BE REMOVED IN EXISTING-TO-REMAIN CEILINGS, CONTRACTOR TO PATCH/PAINT GWB ASSEMBLY OR REPLACE CEILING TILE AS REQUIRED.

7. REFER TO DEMOLITION PLAN FOR EXTENTS OF CEILING DEMO.8. ALL NEW AND EXISTING GWB CEILINGS WITHIN SCOPE OF WORK TO BE PAINTED.

REFLECTED CEILING PLAN GENERAL NOTESCEILINGS:

LIGHTING FIXTURES:*NOTE: TAGGED FIXTURES ARE NEW. UNTAGGED FIXTURES ARE EXISTING TO REMAIN.

O.T.D.: OPEN TO DECK

EXIT SIGN (EXISTING)

AREA NOT IN SCOPE

X X'-XX" CEILING TAG

CEILING TYPECEILING HEIGHT

TYPE B: 2X2 SURFACE MOUNTED LIGHTING FIXTURE

PATCH HOLE IN GWB CEILING. PROVIDE SMOOTH SURFACE & PREP FOR NEW PAINT.

ALIGN NEW CEILING GRID WITH EXISTING.

EXISTING GWB CEILING TO REMAIN. PATCH ENTIRE SURFACE & PREP FOR NEW PAINT, INCLUDING WHERE LIGHT FIXTURES & OTHER DEVICES WERE REMOVED.

REFLECTED CEILING PLAN KEY NOTES1

2

3

NOTE: ALL LIGHTS TO HAVE COLOR TEMPERATURE OF 3000 K.

EXISTING ACT GRID

EXISTING GWB CEILING

STORAGE111

DAY MEN'S ROOM127

DAY WOMEN'S ROOM130

LC

2' - 5 3/8" 2' - 10 1/4"

LC5' - 5 3/8" 5' - 6 7/8"

LCEQ

EQ

JANITOR CLOSET131

STORAGE128

SINGLE USER TOILETROOM

129

LC

2' - 9 7/8"

LC

EQEQ

LC

3' - 2 1/2"

LCEQ EQ

LC3'

- 6"

LC3'

- 6"

LCLC

LCEQ

EQ

LCEQ

EQ

LC

3' - 2 3/4"

9' - 0"B

9' - 0"B

9' - 0"A

9' - 0"B

9' - 0"A

2

AA

A

A

B

B

B

B

A A

DAY SERVICES105

NIGHT MEN'S ROOM126

LAUNDRY115

JAN. CL.116

SPRINKLER RM125

LC

EQ EQ

LC3'

- 6"

LC

3' -

6"

LC3'

- 6"

LC

3' -

6"

A

A

A

A

1

3

STAFF TOILET123

LC4' - 6"

LC3'

- 6"

LC3'

- 6"

LC4' - 6"


B B

BB

3


Release

BHA Job Number:

Scale:

Drawn By:

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Sheet Title:

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Project Address:




As indicated

6/4/20

20 6:

24:14

PM

A2.1

REFLECTEDCEILING PLAN


20-004

ET

CS

DJ


1/4" = 1'-0"1 Reflected Ceiling Plan- Day Side Toilet Rooms1/4" = 1'-0"2 Reflected Ceiling Plan- Night Side Men's Toilet Room

1/4" = 1'-0"3 Reflected Ceiling Plan- Night Side Women's Toilet Room

TYPE FSOLID

TYPE F2SOLID SLIDING BYPASS PAIR

1. TYPICAL INTERIOR DOORS TO BE SOLID CORE (PC-5) WOOD DOORS, VENEER FINISH TO MATCH EXISTING DOORS. SUPPLY AND INSTALL DOORS PER NWDA I.S-1.A AND AWI SECTION 1300 CUSTOM GRADE.

2. PROVIDE ALL HARDWARE AS REQUIRED FOR A COMPLETE INSTALLATION INCLUDING FLOOR AND WALL STOPS, ASTAGRALS, SEALS, FLUSH BOLTS, ETC.

3. ALL LOCKS TO MATCH BUILDING STANDARD KEYWAY AND KEYED TO MASTER SYSTEM. ALL EXISTING LOCKS TO BE RE-KEYED.

4. ALL HARDWARE TO BE REVIEWED WITH TENANT PRIOR TO ORDERING. ALL HARDWARE TO MEET ANSI A117.1-2017.

5. ALL LOCKSETS AND LATCHSETS SHALL HAVE LEVER HANDLE AND HAVE THE FOLLOWING REQUIREMENTS:1. SHAPE OF LEVER SHALL BE EASY TO GRASP WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST.2. LOCKSETS AND LATCHSETS SHALL NOT REQUIRE MORE THAN 15 LBF TO RELEASE LATCH. LOCKS SHALL NOT REQUIRE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION.

A. PROVIDE HEAVY DUTY LOCKSETS AND LATCHSETS THAT COMPLY TO ANSI A156.13, SERIES 1000, GRADE 1 OPERATIONAL. FUNCTIONS AS LISTED IN HARDWARE SETS.B. LOCKSETS SHALL BE MANUFACTURED FROM HEAVY GAUGE STEEL, 1/8” MINIMUM LOCK CASE THICKNESS, CONTAINING COMPONENTS OF STEEL WITH A ZINC DICHROMATE PLATING FOR CORROSION RESISTANCE.C. LOCKSETS ARE TO HAVE A STANDARD 2 3/4” BACKSET WITH A FULL 3/4” THROW. DEADBOLT SHALL BE A FULL 1” THROW, CONSTRUCTED OF STAINLESS STEEL.D. LOCK SHALL BE EASILY HANDED WITHOUT OPENING THE LOCK CASE.E. LOCK TRIM SHALL BE THROUGH-BOLTED TO DOOR TO ASSURE CORRECT ALIGNMENT AND PROPER OPERATION.F. FINISH: FINISHES TO MATCH EXISTING HARDWARE.G. VIF AT EXISTING DOORS TO RECIEVE NEW LOCKSET.

6. CONTRACTOR TO PROVIDE DOOR HARDWARE SUBMITTALS, SHOP DRAWINGS & STAIN SAMPLE FOR APPROVAL PRIOR TO ORDERING MATERIALS.

7. SAFETY GLAZING IN ALL EGRESS DOORS AND SIDELIGHT PANELS AS PER IBC 2009.

8. ALL GLASS SHALL BE CLEAR, TEMPERED, U.O.N. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT COMPLETION.

DOOR GENERAL NOTES

DOOR TYPES FRAME TYPES

2"

2"2"

TYPE 1/1 A3.2

EQ EQ

10"

1' -

8"

TYPE LSOLID W/ LOUVERS

5"5"

DOOR HARDWARE SCHEDULE

SET 01PASSAGE NO LATCH(SINGLE)

# DESCRIPTION

3 HINGE STANLEY FBB168 & FBB1791 PUSH PLATE ROCKWOOD 70C US32D1 DOOR PULL ROCKWOOD 126 X 70C US32D1 SURFACE CLOSER W/ HOLD OPEN NORTON 7500H SERIES3 SILENCERS1 WALL STOP ROCKWOOD 410 SERIES1 KICK PLATE1 MOP PLATE

SET 03SLIDING BYPASS W/ LOCK(DOUBLE)

1 SLIDING BYPASS DOOR HARDWARE SET JOHNSON HARDWARE 200SD SERIES- INCLUDES TRACK, DOOR HANGERS, DOOR STOP, DOOR GUIDES, FLUSH PULLS

1 SLIDING CLOSET LOCK KNAPE & VOGT KVM-PB1068-US26D

*NOTE: CONCEAL SLIDING BYPASS DOOR HARDWARE UNDER FINISHED DRYWALL.

SET 02PRIVACY(SINGLE)

3 HINGE STANLEY FBB168 & FBB1791 PRIVACY FUNCTION LOCKSET BEST CYLINDRICAL 93K SERIES 15D TRIM X STANDARD KEYING

CYLINDER: BEST 1E74/1E72 STANDARD KEYING1 SURFACE OVERHEAD CLOSER NORTON 7500 SERIES3 SILENCERS1 WALL STOP ROCKWOOD 410 SERIES1 KICK PLATE1 MOP PLATE

SET 04JANITOR CLOSET MODIFIED HARDWARE

1 STOREROM FUNCTION LOCKSET BEST CYLINDRICAL 93K SERIES 15D TRIM X STANDARD KEYINGCYLINDER: BEST 1E74/1E72 STANDARD KEYING

SAB AS SCHEDULED

5/8" GWB

HEAD DETAIL

PLAN DETAIL

DETAIL AT FLOOR

FINISHED CEILING

SCHEDULED BASE

30 MIL METAL STUD, DEPTH AS SCHEDULED, 16" OC

1A 3 5/8" - - 1 LAYER OF GWB EACH SIDE

1B 6" - - 1 LAYER OF GWB EACH SIDE W/ SAB

TYPE FIRE RATING(UL ASSEMBLY)

STC GWB DESCRIPTIONSTUD SIZE

1 3 5/8" - - 1 LAYER OF GWB EACH SIDE W/ SAB

SAB AS SCHEDULED

5/8" GWB

HEAD DETAIL

PLAN DETAIL

DETAIL AT FLOOR

FINISHED CEILING

SCHEDULED BASE




2 3 5/8" - - 1 LAYER OF GWB W/ SAB

2A 3 5/8" - - 1 LAYER OF GWB

SAB AS SCHEDULED

5/8" GWB

HEAD DETAIL

PLAN DETAIL

DETAIL AT FLOOR

FINISHED ACT CEILING

SCHEDULED BASE




3 3 5/8" - - 1 LAYER OF GWB EACH SIDE W/ SAB

FINISHED GWB CEILING

KICK PARTITION AT 4' OC, AS REQD

6"

NOTE: PROVIDE CEMENT BOARD IN LIEU OF GWB AT ALL WALLS TO RECEIVE WALL TILE. COORDINATE W/ FINISH PLAN.

FIXTURES & ACCESSORIES LEGENDTAG NAME MANUFACTURER

1 MIRROR

2

3 HAND DRYER

4 TOILET TISSUE DISPENSER

6 GRAB BARS

7 SOAP DISPENSER

EXCEL

BOBRICK

WALL MOUNTED, AUTOMATIC, HARDWIRED, FOAM, NON-PROPRIETARY REFILLS

BOBRICK OR EQUAL

MODEL NO.

B-5806 SERIES18", 36" & 42" LENGTHS

REMARKS

INSTALL AT 40" FROM F.F. TP BTM. OF REFLECTED SURFACE.

--

SURFACE-MOUNTED TWIN JUMBO-ROLL TOILET TISSUE DISPENSER

PROVIDE BLOCKING IN PARTITIONS. REFER TO ELEVATIONS FOR INSTALLATION HEIGHTS

NOTE: PROVIDE BLOCKING AT GRAB BARS AND OTHER ACCESSORIES, TYPICAL. PROVIDE PIPE WRAP AT ALL SINKS: TRUBRO- WHITE OR EQUAL.

9 SANITARY NAPKIN DISPOSAL BOBRICK

XLERATOR Model XL-BW White Thermoset (BMC) Cover

B-4288

B-35139

3A HAND DRYER RECESS KIT EXCEL --XLERATOR HAND DRYER RECESS KIT 40502SP- WHITE

10 SHOWER CURTAIN ROD & SHOWER CURTAIN

SHOWER SOAP DISPENSER

11 ADA SHOWER SEAT

12 SHOWER GRAB BARS

13 SOLID SURFACE TOILET PARTITIONS

SS-3 PARTITIONS. 3/4" THICK PARTITIONS W/ 1/2" THICK DOORS. CONTINUOUS HINGES. FLOOR MOUNTED & OVERHEAD BRACED. URINAL SCREEN TO HAVE CONTINUOUS BRACKET ATTACHMENT. ALL TRIM TO BE STAINLESS STEEL. PROVIDE ALL HARDWARE FOR COMPLETE INSTALLATION.

INPRO CLICKEZE SUPER BIO STAT VINYL SHOWER CURTAIN

PROVIDE STAINLESS STEEL CURTAIN ROD

SEACHROME WALL MOUNTED BENCH-STYLE SHOWER TRANSFER SEATS WITH SWING DOWN LEGS

SSB2- 28"X15" PHENOLIC WHITE, 1 PIECE

BOBRICK B-2012 WALL MOUNTED, AUTOMATIC, BATTERY OPERATED

BOBRICK

BOBRICK WELDED FRAME 24"X36"#B-290 2436

MEDICLINICS, S.A. SURFACE AUTOMATIC LIQUID SOAP DISPENSERDJ0037AC

PRIVACY PLUS FLOOR MOUNT W/ OVERHEAD BRACE


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7 PM

A3.1

SCHEDULES &PARTITIONTYPES


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DOOR SCHEDULE

DOORNO.

DOORTYPE

DOORFIRE

RATING

FRAME

HARDWARE COMMENTS

ROOM LOCATION

WIDTH HEIGHTMATERI

AL FINISH TYPE MATERIAL FINISH NAME

127 L 3' - 0" 7' - 0" WD STN -- 1 HM PTD 01 DAY MEN'S ROOM128 F2 2' - 6" 7' - 0" WD STN -- 1 HM PTD 03 STORAGE129 L 3' - 0" 7' - 0" WD STN -- 1 HM PTD 02 SINGLE USER TOILET ROOM130 L 3' - 0" 7' - 0" WD STN -- 1 HM PTD 01 DAY WOMEN'S ROOM

1/4" = 1'-0"DOOR TYPES

3" = 1'-0"1 PARTITION TYPES

CRIPPLE STUD, 16" OCRUNNER STUD

MTL DOOR FRAME

HEAD DETAIL(SECT)

BOXED STUDS, 33 MIL

20 GA MTL "U" STRAP @ 24" OC

SEALANT EACH SIDE

MTL DOOR FRAME

JAMB ANCHOR, MIN 4 PER JAMB

JAMB DETAIL(PLAN)

AS SCHED

PARTITION

TYP1/2"

FILL FRAME W/ SAB

OPE

NIN

G

SIZE DOOR AS SCHED

DOOR AS SCHED

FILL FRAME W/ SAB

OPE

NIN

G

SIZE

SEALANT EACH SIDE

AS SCHED

PARTITION

TYP1/2"

UN

O

2"

1/2"

2"

VARIES

+ 3/16"

DOORTHICKNESS

4"

6"

EXISTING MASONRY PARTITION

EXISTING DOOR FRAME

ALIGN NEW PARTITION SO (1) LAYER OF GWB EXTENDS OVER EDGE OF CUT CMU

SCHEDULED PARTITION

SCHEDULED PARTITION

130

DOOR

CONTINUOUS CAULK SEAM BETWEEN EXISTING CMU & NEW GWB PARTITION

ALIG

N

EXISTING CMU PARTITIONS

ALIGN NEW GWB PARTITION SO (1) LAYER OF GWB OVERLAPS EXISTING CMU PARTITION

SCHEDULED PARTITION

SCHEDULED PARTITION

7 1/4"

9"

SOLID SURFACE COUNTERTOP W/ INTEGRAL APRON & BACKSPLASH. PROVIDE SIDESPLASHES AT SIDE WALLS.

AUTOMATIC ADA FAUCET

INTEGRAL SOLID SURFACE SINK

SOLID SURFACE APRON FASTENED INTO PLACE WITH FRICTION CLIPS

SCHEDULED BASE

2' - 0"

TO R

IM O

F SI

NK

2' -

10" M

AX.

4"

3/4" RADIUS, TYP. THERMO-FORM ALL JOINTS BETWEEN SOLID SURFACE SLABS TO CREATE SEAMLESS APPEARANCE, TYP. THROUGHOUT

5"

2"X2" STAINLESS STEEL TUBE

STAINLESS STEEL TUBE FRAMING. CENTER SUPPORTS BETWEEN SINKS AND SET END SUPPORTS 1/2" IN FROM END OF COUNTERTOP.

1/4" X 2-1/2" CONTINUOUS STAINLESS STEEL PLATE, BOLTED SECURELY TO WALL. PROVIDE STUDS DIRECTLY BEHIND POINTS OF ATTACHMENT

NOTE: GC TO COORDINATE SUPPORTS W/ LAVATORIES & FAUCETS.

FLOOR DRAIN. REFER TO FLOORING MFR'S INSTRUCTIONS FOR DETAIL AT DRAIN

PROVIDE THRESHOLD: AMERICAN OLEAN 2 x 36 x 3/8 DOUBLE BEVEL THRESHOLD

SUBSTRATE

SHEET VINYL WITH WELDED JOINTS WITH MOLDED 4" WALL BASE

FLOOR TO SLOPE 1/2" DROP PER EVERY 12 INCHES FROM WALLS/THRESHOLD TO DRAIN

CORIAN WALL PANEL


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As indicated

6/4/20

20 6:

24:18

PM

A3.2

DETAILS


20-004

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3" = 1'-0"1 DOOR FRAME IN MTL STUD WALL3" = 1'-0"2 Detail at Janitor Closet Corner

3" = 1'-0"3 Detail at Day Women's Room Corner

1 1/2" = 1'-0"4 ACCESSIBLE BATHROOM COUNTER SECTION DETAIL1" = 1'-0"5 ACCESSIBLE SHOWER DETAIL

7

WT-1

SHEET VINYL WALL BASE

SLOPED ACCESSIBLE SINK PANEL

4A3.2

TYP.

3

3A

13

1

1

WT-1


SLOPED ACCESSIBLE PANEL A3.2

5TYP.

2

10

13

12

11

3

3A

SS-4 SHOWER PANEL

6

44

WT-1


SHOWER BEYOND

9 9

13 13

WT-1


2SS-4 SHOWER PANEL

6

4

WT-1


13 13 13

2 2

2

10

13

12

11

SS-4 SHOWER PANEL

WT-1


3 3


13

WT-1

SLOPED ACCESSIBLE PANEL

4A3.2

TYP.

7 7 1

111

6

SHEET VINYLWALL BASE

WT-1

4

131313

4

WT-1


SLOPED ACCESIBLE PANEL

4A3.2

TYP.

7 3

3A

3A

3

1 1

WT-1


A3.25

TYP.

10

7

13

1112

SS-4 SHOWER PANEL


WT-1

6

4

4

13 13 13

SS-4 SHOWER PANEL

6

4


WT-1

6

WT-1


49

SS-4 SHOWER PANEL

WT-1


A3.25

TYP.

2

10

1211

SS-4 SHOWER PANEL

WT-1


3A

3

SS-4 SHOWER WALL

6

SLOPED PANEL ACCESSIBLE SINK

WALL TILE (WT-1)


4

4A3.2

TYP.

7

9

1


CORIAN TOILET PARTITIONS

WT-1

49

6


SLOPED PANEL ACCESSIBLE SINK

4A3.2

TYP.

7

3A 3A

3 3

1

1

WT-1


WT-1

A3.25

TYP.

13

10

2

1112

SS-4 SHOWER PANEL

WT-1

6

4

99

4SHEET VINYL WALL BASE

13 13

SS-4 SHOWER PANEL


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3/8" = 1'-0"

6/4/20

20 6:

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PM

A4.1

ELEVATIONS


20-004

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3/8" = 1'-0"1 NIGHT WOMEN'S ROOM-A3/8" = 1'-0"2 NIGHT WOMEN'S ROOM- B

3/8" = 1'-0"3 NIGHT WOMEN'S ROOM- C3/8" = 1'-0"4 NIGHT WOMEN'S ROOM- D

3/8" = 1'-0"5 NIGHT MEN'S ROOM- A3/8" = 1'-0"6 NIGHT MEN'S ROOM- B

3/8" = 1'-0"7 NIGHT MEN'S ROOM-C3/8" = 1'-0"8 NIGHT MEN'S R00M- D

3/8" = 1'-0"9 DAY MENS ROOM-A3/8" = 1'-0"10 DAY MEN'S ROOM-B

3/8" = 1'-0"11 DAY MEN'S ROOM-C3/8" = 1'-0"12 DAY MEN'S ROOM-D

3/8" = 1'-0"13 SINGLE USER TLT. ROOM-A3/8" = 1'-0"14 SINGLE USER TLT. ROOM-B

3/8" = 1'-0"15 SINGLE USER TLT. ROOM- C3/8" = 1'-0"16 SINGLE USER TLT. ROOM-D

3/8" = 1'-0"17 DAY WOMEN'S ROOM- A3/8" = 1'-0"18 DAY WOMEN'S ROOM- B

3/8" = 1'-0"19 DAY WOMEN'S ROOM- C

3/8" = 1'-0"20 DAY WOMEN'S ROOM-D

1. ALL MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. 2. PROVIDE REDUCER STRIPS AT CHANGE OF FLOOR MATERIALS AS REQUIRED. COLOR TO MATCH VINYL

BASE. REDUCER STRIPS TO BE ADA COMPLIANT.3. WHERE ATYPICAL CONDITIONS OCCUR, CONTRACTOR IS TO VERIFY FINISH TREATMENT WITH ARCHITECT

BEFORE PROCEEDING.4. ELECTROSTATICALLY PAINT ALL CONVECTOR COVERS TO MATCH ADJACENT SURFACES.5. SUB-FLOOR IS TO BE PATCHED, REPAIRED AND MADE SMOOTH AND LEVEL TO RECEIVE NEW FLOORING.6. ALL SOFFITS TO BE SAME FINISH AND COLOR AS ADJACENT WALL U.O.N.7. ALL BASE TO BE 4" COVE U.O.N8. EXP = EXPOSED9. CONTRCATOR TO PAINT ALL TRIM, INCLUDING BUT NOT LIMITED TO STAIR STRINGERS, RAILINGS,

UNDERSIDE OF METAL STAIRS, DOOR FRAMES, DOORS, CONVECTOR COVERS, ACCESS PANELS, EXPOSED CONDUITS, EXPOSED METAL PIPING AND SUPPORTS.

10. CONTRACTOR TO REMOVE ALL ITEMS HUNG ON WALLS INCLUDING BUT NOT LIMITED TO, BULLETIN AND/OR WHITE BOARDS, HAND SANITIZERS, INTERIOR SIGNAGE AND CORNER GUARDS PRIOR TO PAINTING. STORE ITEMS IN SECURE/SAFE AREA AND RE-INSTALL AFTER PAINTING IS COMPLETE. PATCH SUBSTRATE AS REQUIRED IS DAMAGE OCCURS DURING REMOVAL.

11. CONTRACTOR TO REMOVE ALL FACEPLATES, COVERPLATES, PROTECTIVE COVERS, ETC PRIOR TO PAINTING. RE-INSTALL ONCE PAINTING IS COMPLETE. PROVIDE NEW FACPLATE IF EXISTING DOES NOT MEET TEMPLE UNIVERSITY'S STANDARD OF STAINLESS STEEL.

12. ALL EXISTING WALLS IN AREA OF WORK TO BE PAINTED. ALL EXISTING DOOR FRAMES TO BE PAINTED.13. PROVIDE SCHLUTER JOLLY TRIM AT ALL EXTERIOR TILED CORNERS, TYP.

FINISH PLAN GENERAL NOTESFINISH LEGEND

PAINT (PT)

PT-1 MFR: SHERWIN WILLIAMSCOLOR/NO: SW9085 TOUCH OF SANDFINISH: SATINLOCATION: GENERAL

WALLS

FLOORS

SHEET VINYL (SV)

SV-1 MFR: ALTROSTYLE/NO: WALKWAY 20COLOR/NO: TBDTHICKNESS: 2.0 MMLOCATION: AS NOTED

SV-2 MFR: ALTROSTYLE/NO: AQUARIUSCOLOR/NO: TBDTHICKNESS: 2.0 MMLOCATION: SHOWERS

NOTES: 1. PROVIDE 4" INTEGRAL BASE AT ALL SHEET VINYL LOCATIONS. PROVIDE AQUARIUS 20R COVE STICK W/ 1" RADIUS. PROVIDE VISEDGE VR AT TOP OF BASE WHERE WALL TILE IS INSTALLED; PROVIDE CAP STRIP C4 WHERE WALL ABOVE IS NOT TILED.2. PREP SUBFLOOR WITH SELF LEVELER AND PATCH: UZIN NC150 & NC888. REP CONTACT: ERIC SAENZ, 215.932.9112, [email protected]. HEATWELD ALL SEAMS.

SOLID SURFACE (SS)

SS-1 MFR: CORIANCOLOR/NO: TBDLOCATION: COUNTER

CASEWORK

SS-2 MFR: CORIANCOLOR/NO: TBDLOCATION: SINK BOWL

SS-3 MFR: CORIANCOLOR/NO: TBDLOCATION: SHOWER PARTITIONS

PT-2 MFR: SHERWIN WILLIAMSCOLOR/NO: SW7503 STICKS & STONESFINISH: SEMI-GLOSSLOCATION: TRIM

TILE (TL)

TL-1 MFR: TBDSTYLE/NO: TBDCOLOR/NO: TBDSIZE: 12X24LOCATION: WALL

*PROVIDE PROSPEC PROCOLOR STAIN GUARD GROUT ADDITIVE.

LUXURY VINYL TILE (LVT)

LVT-1 MFR: PATCRAFTSTYLE/NO: I421V TIMBER GROVE IICOLOR/NO: 00775 BOXWOOD-V2SIZE: 6"X48" PLANKWEAR LAYER: 20 MILLOCATION: AS NOTED

PT-3 MFR: SHERWIN WILLIAMSCOLOR/NO: SW9085 TOUCH OF SANDFINISH: SATINLOCATION: CEILING

FIBER REINFORCED PANELS (FRP)

FRP-1 MFR: MARLITESTYLE/NO: STANDARD FRPCOLOR/NO: S 100G WHITELOCATION: JANITOR CLOSET

VINYL BASE (VB)

VB-1 MFR: ROPPESTYLE/NO: 4" COVECOLOR/NO: 140 FAWNLOCATION: AS NOTED

SS-4 MFR: CORIANCOLOR/NO: TBDLOCATION: SHOWER WALLS - EXTEND FROM FINISHED FLOOR; ALIGN TOP W/ TOP OF TOILET PARTITIONS

FLOOR TRANSITION FROM SHEET VINYL TO LVT. SEE DETAIL

INSTALL FRP FROM FINISHED FLOOR TO 48" A.F.F. PAINT ABOVE.

INSTALL NEW LVT IN CONTINUOUS PATTERN FROM EXISTING. REMOVE EXISTING PLANKS AS REQUIRED TO MAKE NEW AREA OF LVT LOOK SEAMLESS.

FLOOR TRANSITION FROM SHEET VINYL TO EPOXY. SEE DETAIL

FLOOR TRANSITION FROM SHEET VINYL TO SEALED CONCRETE. SEE DETAIL

FINISH PLAN KEY NOTES1

2

3

4

5

/5 A10.1

/4 A10.1

/6 A10.1

SPRINKLER RM

SV-1SV-1WT-1126

NIGHT MEN'S ROOM

LAUNDRYJAN. CL.4

5SV-2

SS-4 @ DASHED LINE

SV-1SV-1WT-1127

DAY MEN'S ROOMSV-1SV-1WT-1130

DAY WOMEN'S ROOM

LVT-1VB-1PT-1128

STORAGE

LVT-1VB-1

FRP-1/PT-1131

JANITOR CLOSET

2

1

1

1

LVT-1VB-1PT-1105

DAY SERVICES3

3

3

SV-2SV-2

SV-2

SS-4 @ DASHED LINE

SS-4 @ DASHED LINE

SS-4 @ DASHED LINE

SV-1SV-1WT-1124

NIGHT WOMEN'S ROOM

STAFF TOILET

4

SV-2

SV-2

SS-4 @ DASHED LINE

SS-4 @ DASHED LINE

RESILIENT FLOORING

RESILIENT SAME HEIGHT TRANSITION STRIP

LVT

RESILIENT FLOORING

RESILIENT SAME HEIGHT TRANSITION STRIP

EXISTING EPOXY

RESILIENT FLOORING

RESILIENT REDUCER STRIP

CONCRETE

1 1/2"


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As indicated

6/4/20

20 6:

24:23

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A10.1

FINISH PLAN


20-004

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1/4" = 1'-0"2 FINISH- NIGHT MEN'S TOILET ROOM1/4" = 1'-0"1 FINISH- DAY TOILET ROOMS

1/4" = 1'-0"3 FINISH- NIGHT WOMEN'S TOILET ROOM

6" = 1'-0"4 FLOOR TRANSTION- SHEET VINYL TO LVT6" = 1'-0"5 FLOOR TRANSTION- SHEET VINYL TO EXISTING EPOXY

6" = 1'-0"6 FLOOR TRANSTION- SHEET VINYL TO SEALED CONCRETE

Warning: Actual conditions may vary from conditions

shown on this drawing. Confirm all information in the field

before proceeding with any work and notify the Architect

in writing if a variation is discovered.

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phone: 215.829.0922

CONTACT PERSON: DARIN JELLISON

Date Comments

M/E/P/FP:

Moore Consulting Engineers, LLP

phone: 215.560.0500 x110

CONTACT PERSON: JEFFREY A. MOORE

Project Address:

This drawing is not to be copied or transmitted in any

form without the express written authorization of

Blackney Hayes Architects. All ideas and concepts

depicted or suggested in this drawing are the property of

Blackney Hayes Architects.

DUTY TO INSPECT CONTRACT DOCUMENTS PRIOR

TO STARTING WORK :

Any party who relies in part or whole on the content of

these Construction Documents shall, before beginning

any work, be responsible for fully inspecting the complete

set of Contract Documents, including all Drawings,

Specifications, and Addenda, for completeness, conflicts,

scope of work, and suitability for constructing the

building. All parties relying on these documents represent

that they have expertise in the area of their responsibility

and are knowledgeable regarding industry standards,

product requirements and code requirements and

therefore are qualified to fully evaluate and interpret the

contract documents. All parties relying on these

documents must, prior to beginning work, submit all

requests for clarifications and additional information to

the Architect in writing. All parties who begin work

hereby certify that the documents are suitable for

their intended purposes unless noted in specific

written exception beforehand.



20-004


As indicated

M0.0

MECHANICALCOVERSHEET

RMB

SLC

SLC

AutoCAD SHX Text

FIRE DAMPER (WALL) W/ ACCESS DOOR

AutoCAD SHX Text

DIRECTION OF SUPPLY AIR

AutoCAD SHX Text

DIRECTION OF RETURN AIR

AutoCAD SHX Text

FIRE DAMPER (CEILING) W/ ACCESS DOOR

AutoCAD SHX Text

VOLUME DAMPER

AutoCAD SHX Text

CEILING DIFFUSER

AutoCAD SHX Text

RETURN/EXHAUST GRILLE

AutoCAD SHX Text

SUPPLY AIR DUCT UP

AutoCAD SHX Text

RETURN AIR DUCT UP

AutoCAD SHX Text

SUPPLY AIR DUCT DN

AutoCAD SHX Text

RETURN AIR DUCT DN

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

OR CFM

AutoCAD SHX Text

BDD

AutoCAD SHX Text

(NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT)

AutoCAD SHX Text

SINGLE LINE DUCTWORK OR EQUIPMENT - EXISTING

AutoCAD SHX Text

SINGLE LINE DUCTWORK OR EQUIPMENT - NEW

AutoCAD SHX Text

AAV

AutoCAD SHX Text

AUTOMATIC AIR VENT

AutoCAD SHX Text

HEAT EXCHANGER

AutoCAD SHX Text

HX

AutoCAD SHX Text

HEATING AND VENTILATING

AutoCAD SHX Text

HV

AutoCAD SHX Text

HOUR

AutoCAD SHX Text

HR

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HT

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

GPM

AutoCAD SHX Text

GALLONS PER HOUR

AutoCAD SHX Text

GPH

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

GAL

AutoCAD SHX Text

FEET PER MINUTE

AutoCAD SHX Text

FPM

AutoCAD SHX Text

FULL LOAD AMPERES

AutoCAD SHX Text

FLA

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

FIN FL

AutoCAD SHX Text

FIRE DAMPER

AutoCAD SHX Text

FD

AutoCAD SHX Text

FLEXIBLE CONNECTION

AutoCAD SHX Text

FC

AutoCAD SHX Text

FREE AREA (SQ.FT.)

AutoCAD SHX Text

FA

AutoCAD SHX Text

DEGREES FAHRENHEIT

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%%DF

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EXHAUST

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EXH

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ENTERING WATER TEMPERATURE

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EWT

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ENTERING WET BULB

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EWB

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ELEVATION

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EL

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EXHAUST FAN

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EF

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ENTERING DRY BULB TEMPERATURE

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EDB

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ENTERING AIR TEMPERATURE

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EAT

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DIRECT EXPANSION

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DX

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DAMPER

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DMPR

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DIAMETER

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DIAM

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DRY BULB

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DB

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CONSTANT VOLUME

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CV

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CABINET UNIT HEATER

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CUH

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CEILING REGISTER

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CR

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CONDENSATE

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COND

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CEILING

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CLG

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CEILING GRILLE

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CG

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CUBIC FEET PER MINUTE

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CFM

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CEILING DIFFUSER

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CD

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BTU PER HOUR

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BTUH

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BRITISH THERMAL UNIT

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BTU

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BOTTOM THROAT

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BT

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BOTTOM REGISTER

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BR

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BRAKE HORSEPOWER

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BHP

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BLOWER COIL UNIT

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BCU

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AIR HANDLING UNIT

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AHU

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ABOVE FINISHED FLOOR

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AFF

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ACCESS DOOR

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AD

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AIR CONDITIONING UNIT

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ACU

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AIR CONDITIONING

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AC

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POINT OF DISCONNECTION

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POINT OF CONNECTION

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SQUARE FEET

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DIAMETER

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CUBIC FEET PER MINUTE

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CENTER LINE

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DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW)

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RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW)

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AUTOMATIC SMOKE DAMPER

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MOTORIZED DAMPER

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BACK DRAFT DAMPER

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DUCTWORK WITH ACOUSTIC LINING

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SMK

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c

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%%C

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(ER)

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(ERR)

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(E)

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EXISTING TO BE REMOVED & RELOCATED

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EXISTING TO BE REMOVED

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EXISTING TO REMAIN

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FLEXIBLE DUCT

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TRANSITION

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EXTERNAL STATIC PRESSURE

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ESP

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SD

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SMOKE DAMPER

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SA

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SUPPLY AIR

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RLA

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RUNNING LOAD AMPS

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VFD

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VARIABLE FREQUENCY DRIVE

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SF

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SUPPLY FAN

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LD

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LINEAR DIFFUSER

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LF

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LINEAR FEET

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W.G.

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WET BULB

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WB

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WITH

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W/

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WIDTH

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W

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VARIABLE INLET VANES

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VIV

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VARIABLE AIR VOLUME

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VAV

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UNIT HEATER

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UH

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TYPICAL

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TYP

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TOP REGISTER

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TR

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TRANSFER GRILLE

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TG

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TEMPERATURE

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TEMP

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TOTAL DYNAMIC HEAD

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TDH

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SQUARE FEET

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SQFT

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STATIC PRESSURE

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SP

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REVOLUTIONS PER MINUTE

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RPM

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RELATIVE HUMIDITY

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RH

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RETURN FAN

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RF

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RETURN AIR

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RA

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PSI GAUGE

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PSIG

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PSI ABSOLUTE

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PSIA

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POUNDS PER SQUARE INCH

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PSI

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OUTSIDE AIR INTAKE

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OAI

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OUTSIDE AIR

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OA

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NOT TO SCALE

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NTS

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NUMBER

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NO.

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NORMALLY OPEN

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NO

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NOT IN CONTRACT

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NIC

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NORMALLY CLOSED

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NC

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MINIMUM

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MIN

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MECHANICAL EQUIPMENT ROOM

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MER

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THOUSAND BTU PER HOUR

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MBH

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LEAVING WATER TEMPERATURE

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LWT

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LEAVING WET BULB TEMPERATURE

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LWB

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LEAVING AIR TEMPERATURE

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LAT

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INCH OR INCHES

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IN.

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(RE)

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RELOCATED EXISTING

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(RRO)

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EXISTING TO BE REMOVED

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AND RETURN TO OWNER

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REHEAT COIL

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RHC

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OED

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OPEN END DUCT

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(N)

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NEW

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CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING OR EXCEEDING WALL/CEILING/FLOOR ASSEMBLY RATINGS FOR ALL PENETRATIONS. CONTRACTOR SHALL VERIFY LOCATION AND RATING OF ALL FIRE ASSEMBLIES AND PROVIDE INTUMESCENT COLLARS AT ALL PENETRATIONS AND FIRE RATED CAULKING AS REQUIRED.

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GENERAL FIRESTOPPING NOTE

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U

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D

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S

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FLEXIBLE CONNECTOR

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"Y" TYPE STRAINER W/BLOW OFF VALVE

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PUMP

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PRESSURE GAUGE

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THERMOMETER AND WELL

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THREE-WAY AUTOMATIC CONTROL VALVE

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AUTOMATIC CONTROL VALVE

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PLUG VALVE (TYPE AS NOTED)

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CALIBRATED BALANCING VALVE

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SQUARE HEAD COCK

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BALL VALVE

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BUTTERFLY VALVE

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SILENT CHECK VALVE

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CHECK VALVE, SWING OR LIFT

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LOCK SHIELD VALVE

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DRAIN VALVE

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NEEDLE VALVE COCK

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ANGLE GLOBE VALVE

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GLOBE VALVE

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ANGLE VALVE

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GATE OR SHUTOFF VALVE (AS NOTED)

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PIPE ANCHOR

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PIPE ALIGNMENT GUIDE

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PIPE EXPANSION JOINT

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EXPANSION LOOP

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FLANGED END

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FLANGED CONNECTION

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ECCENTRIC REDUCER - FLAT TOP

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ECCENTRIC REDUCER - FLAT BOTTOM

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CONCENTRIC REDUCER

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UNION

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PITCH DOWN IN DIRECTION OF FLOW

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PITCH UP IN DIRECTION OF FLOW

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PIPE RISE

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PIPE DROP

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(NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT)

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EXHAUST AIR

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EA

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DOWN

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DN

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RTU

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ROOFTOP AIR HANDLING UNIT

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HORSEPOWER

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HP

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VOLUME DAMPER

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VD

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MOTOR OPERATED DAMPER

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MOD

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THERMOSTAT

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T-STAT

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WATER GAUGE

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COMBINATION FIRE & SMOKE DAMPER W/ ACCESS DOOR

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F/S

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ENERGY MANAGEMENT SYSTEM

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EMS

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EXHAUST GRILLE

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EG

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EXHAUST REGISTER

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ER

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DIRECT DIGITAL CONTROL

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DDC

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RETURN GRILLE

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RG

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RETURN REGISTER

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RR

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WMS

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WIRE MESH SCREEN

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WH

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WATER HEATER

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WATER COLUMN

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W.C.

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%%UHVAC ABBREVIATIONS

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%%UHVAC BASIC DUCTWORK SYMBOLS

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%%UHVAC BASIC PIPING SYMBOLS

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FREQUENCY

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HZ

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HEAT EXCHANGER

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HX

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SPECIFICATION

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SPEC

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TRANSITION

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TRANS

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1. PRIOR TO SUBMITTING A BID THE CONTRACTOR SHALL EXAMINE PRIOR TO SUBMITTING A BID THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND VISIT THE SITE TO BECOME ACQUAINTED WITH THE CONSTRUCTION AND THE EXTENT OF THE WORK. NO EQUIPMENT OR MATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE, WHETHER SPECIFIED OR IMPLIED. 3. CONTRACTOR SHALL VISIT THE JOB PRIOR TO SUBMITTING A CONTRACTOR SHALL VISIT THE JOB PRIOR TO SUBMITTING A BID. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE INTERNATIONAL BUILDING CODE, MECHANICAL CODE, FUEL GAS CODE, PLUMBING CODE, NEC CODE AND ALL OTHER STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. 5. CONTRACTOR SHALL GIVE ALL NOTICES, OBTAIN AND PAY FOR CONTRACTOR SHALL GIVE ALL NOTICES, OBTAIN AND PAY FOR ALL PERMITS, DEPOSITS AND FEES NECESSARY. 6. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. THE DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. THE DESIGN DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LAYOUT AND CONNECTIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, ETC. AT THE JOB SITE. 7. CONTRACTOR SHALL REVIEW THE WORK OF OTHER TRADES TO CONTRACTOR SHALL REVIEW THE WORK OF OTHER TRADES TO PREVENT INTERFERENCE BETWEEN BEAMS, STRUCTURES, PIPING, LIGHTING FIXTURES ETC. BEFORE PROCEEDING WITH NEW WORK. 8. CONTRACTOR SHALL GUARANTEE THE ENTIRE JOB AGAINST CONTRACTOR SHALL GUARANTEE THE ENTIRE JOB AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. THIS GUARANTEE SHALL BE BINDING REGARDLESS OF MANUFACTURER'S GUARANTEE AND CONTRACTOR SHALL REMOVE AND REPLACE ALL DEFECTIVE MATERIAL REGARDLESS OF CAUSE (EXCEPT FOR DEFECTS TRACEABLE TO IMPROPER MAINTENANCE OR MALICIOUS DESTRUCTION OCCURRING AFTER THE SYSTEM HAS BEEN TURNED OVER). 9. ALL MATERIALS USED ANYWHERE IN THE WORK SHALL HAVE ALL MATERIALS USED ANYWHERE IN THE WORK SHALL HAVE NFPA RATING AS FOLLOWS: A. FLAME SPREAD- NOT OVER 25 FLAME SPREAD- NOT OVER 25 B. SMOKE DEVELOPED- NOT OVER 50 SMOKE DEVELOPED- NOT OVER 50 C. FUEL CONTRIBUTED- NOT OVER 25 FUEL CONTRIBUTED- NOT OVER 25 ALL MATERIALS SHALL BE "SELF-EXTINGUISHING" 10. CONTRACTOR SHALL SUBMIT 1/4" SCALE SHEET METAL SHOP CONTRACTOR SHALL SUBMIT 1/4" SCALE SHEET METAL SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 11. SUBMIT TO THE ARCHITECT FOR APPROVAL, SPECIFICATION SUBMIT TO THE ARCHITECT FOR APPROVAL, SPECIFICATION SHEETS OF ALL EQUIPMENT SUPPLIED OR INSTALLED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. AIR CONDITIONING UNITS AIR CONDITIONING UNITS B. GRILLES, REGISTERS, AND DIFFUSERS GRILLES, REGISTERS, AND DIFFUSERS C. CONTROLS CONTROLS D. PIPING PIPING E. INSULATION INSULATION F. FANS FANS 12. ALL MECHANICAL EQUIPMENT AND APPLIANCES INSTALLED SHALL ALL MECHANICAL EQUIPMENT AND APPLIANCES INSTALLED SHALL BEAR THE LABEL OF AN APPROVED AGENCY. 13. EQUIPMENT AND MATERIALS ARE SPECIFIED TO ESTABLISH A EQUIPMENT AND MATERIALS ARE SPECIFIED TO ESTABLISH A STANDARD OF QUALITY. ALL MATERIALS AND EQUIPMENT USED FOR THIS CONTRACT SHALL BE NEW AND UNUSED AND OF THE LATEST MODEL OR DESIGN AVAILABLE. 14. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT INSULATION IS APPLIED. 15. CONTRACTOR SHALL PROVIDE 1-INCH THICK (R-5) FOAM CONTRACTOR SHALL PROVIDE 1-INCH THICK (R-5) FOAM BOARD INSULATION PAINTED TO MATCH THE ROOM'S FINISH FOR ALL THERMOSTAT'S MOUNTED ON MASONRY WALLS. 16. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL, SUPPORTS, BRACES, HANGERS, ETC., REQUIRED FOR HIS CONTRACT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT SUPPORT LOCATION AND INSTALLATION WITH ROOFING AND STRUCTURAL CONTRACTORS. 17. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR. 18. MAXIMUM ALLOWABLE LENGTH FOR FLEXIBLE DUCT IS SIX (6') MAXIMUM ALLOWABLE LENGTH FOR FLEXIBLE DUCT IS SIX (6') FEET. 19. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING EITHER ENGAGING HIS OWN GENERAL SUBCONTRACTOR OR ONE QUALIFIED BY THE OWNER. 20. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY QUESTIONS CONTRACTOR SHALL INFORM THE ENGINEER OF ANY QUESTIONS OR DISCREPANCIES PRIOR TO PRECURSOR AND/OR FABRICATION OF ANY MATERIALS AND INSTALLATION. 21. INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE MANUFACTURER'S WRITTEN GUIDELINES. 22. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONNECTIONS, SUPPORTS, TERMINATIONS & ACCESSORIES ASSOCIATED WITH AIR HANDLING UNITS, FANS, ETC. 23. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR WHO WILL PROVIDE POWER WIRING TO ALL MECHANICAL EQUIPMENT. MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL AND INTERLOCK WIRING AND ALL THERMOSTATS AND ACCESSORIES. 24. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK WITH SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK WITH VIBRATION ISOLATION HANGERS AS REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. 25. ALL EXTERIOR WALL OPENINGS SHALL BE SLEEVED, PROPERLY ALL EXTERIOR WALL OPENINGS SHALL BE SLEEVED, PROPERLY CAULKED AND SEALED WITH A HIGH QUALITY SEALANT TO PREVENT INFILTRATION OF MOISTURE AND OUTSIDE AIR. 26. PROVIDE VOLUME DAMPERS AT ALL DUCT BRANCHES AND PROVIDE VOLUME DAMPERS AT ALL DUCT BRANCHES AND RUNOUTS. PROVIDE OPPOSED BLADE VOLUME DAMPERS AT ALL REGISTERS, GRILLES AND DIFFUSER NECKS IN SUPPLY, RETURN AND EXHAUST DUCTWORK WHETHER SHOWN ON DRAWINGS OR NOT. 27. PROVIDE AT MINIMUM 10 GAUGE STEEL SLEEVES FOR ALL DUCT PROVIDE AT MINIMUM 10 GAUGE STEEL SLEEVES FOR ALL DUCT PENETRATIONS THROUGH FIRE WALLS, FLOORS AND PARTITIONS. PROVIDE PIPE SLEEVES FOR ALL MECHANICAL PIPING PENETRATING THROUGH FIRE WALLS, FLOORS AND PARTITIONS. SEAL ALL ANNULAR SPACE BETWEEN SLEEVES AND DUCTWORK OR PIPING WITH A FIRE BARRIER MATERIAL. 28. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS AND PIPING PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS AND PIPING CONNECTIONS TO ANY MOTOR DRIVEN MECHANICAL EQUIPMENT (I.E. FANS, AIR HANDLERS, PUMPS, ETC.) INSTALL FLEXIBLE COPPER GROUNDING STRAPS ACROSS ALL FLEXIBLE CONNECTIONS. 29. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 30. ACCESS PANELS SHALL BE PROVIDED TO SERVICE ALL VALVES, ACCESS PANELS SHALL BE PROVIDED TO SERVICE ALL VALVES, DAMPERS, HEATERS, CONCEALED MECHANICAL EQUIPMENT, TRAPS, CLEANOUTS AND DISCHARGE SIDE OF ELECTRIC HEATERS. 31. FINAL LOCATIONS FOR MOUNTING ALL THERMOSTATS SHALL BE FINAL LOCATIONS FOR MOUNTING ALL THERMOSTATS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO INSTALLING ANY CONTROL WORK. ALL COMMON AREA THERMOSTATS SHALL BE EQUIPPED WITH A LOCKING COVERS. MOUNT ALL THERMOSTATS TO COMPLY WITH ADA REQUIREMENTS. 32. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIAL, DEBRIS, TOOLS AND EQUIPMENT FROM THE SITE, AND LEAVE THE PREMISES IN A BROOM CLEAN CONDITION. 33. CONTRACTOR SHALL PROVIDE THREE (3) COMPLETE SETS OF CONTRACTOR SHALL PROVIDE THREE (3) COMPLETE SETS OF BOUND OPERATING AND MAINTENANCE INSTRUCTIONS. CONTRACTOR SHALL INSTRUCT THE OWNER OR HIS AGENT WITH REGARD TO THE PROPER USE OF THE SYSTEM UNTIL SUCH INSTRUCTION IS COMPLETE TO THE OWNER'S SATISFACTION. 34. TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE AABC OR NEBB STANDARDS. 35. CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL DEVICES CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL DEVICES WILL BE INSTALLED IN LOCATIONS WHICH AFFORD ACCESSIBILITY FOR MAINTENANCE AND REPAIR. COORDINATE INSTALLATION AMONG ALL TRADES TO AVOID INTERFERENCES AND LOCATE EQUIPMENT TO PROVIDE CLEARANCES WHICH EXCEED THOSE RECOMMENDED BY THE EQUIPMENT MANUFACTURER. 36. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF EXISTING STRUCTURE. 37. THERMOSTAT WIRING SHALL BE INSTALLED IN CONCEALED THERMOSTAT WIRING SHALL BE INSTALLED IN CONCEALED SPACE, WALL OR CHASE - COORDINATE WITH THE OWNER REPRESENTATIVE. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SCHEDULING AND ASSOCIATED HOISTING STAGING AND ERECTING OF MATERIALS. ALL ELEMENTS OF THE EXISTING PROPERTY SHALL BE PROTECTED AGAINST DAMAGE RESULTING FROM THESE ACTIVITIES. 39. THE LOCATION OF EXISTING SYSTEMS AND SYSTEM THE LOCATION OF EXISTING SYSTEMS AND SYSTEM COMPONENTS WAS OBTAINED THROUGH EXISTING DRAWINGS AND FIELD SURVEYS. ONLY SYSTEM ELEMENTS THAT WERE CLEARLY VISIBLE HAVE BEEN IDENTIFIED. LOCATIONS AND SIZES OF EXISTING SYSTEMS MUST BE FIELD VERIFIED BY THE CONTRACTOR, PRIOR TO THE REMOVAL OF ANY EXISTING SYSTEM COMPONENTS AND CONNECTING NEW SYSTEMS TO EXISTING. 40. THESE DRAWINGS HAVE BEEN MADE BASED ON A VISUAL THESE DRAWINGS HAVE BEEN MADE BASED ON A VISUAL INSPECTION OF THE EXISTING SURFACES. SOME ASSUMPTIONS HAVE BEEN MADE AS TO ACTUAL CONSTRUCTION, MATERIALS, AND METHODS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, CONFLICTS, AND UNFORESEEN CONDITIONS. IN ADDITION, THESE DRAWINGS ASSUME THAT ALL EXISTING MATERIALS ARE IN GOOD STRUCTURAL SHAPE, GOOD WORKING ORDER, AND MEET ALL APPLICABLE CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE TO INSPECT ALL THE EXISTING ELEMENTS OF THE STRUCTURE AND REPORT TO THE CLIENT AND TO THE ARCHITECT OF ANY SIGNS OF POTENTIAL PROBLEMS WITH THE STRUCTURE INCLUDING, BUT NOT LIMITED TO, WOOD DECAYING ORGANISMS, WATER PENETRATION, STRUCTURAL FRACTURES, STRESSED SURFACES, BRICK AND MASONRY WEAKENING AND WEAK STRUCTURAL CONNECTIONS.

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%%UMECHANICAL NOTES

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VD

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FAN COIL UNIT

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FCU

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THERMOSTAT

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HUMIDISTAT

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DOOR UNDERCUT

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UC

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SHEET NO. WHERE DETAIL IS SHOWN

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DETAIL DESIGNATION

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SHEET NO. WHERE SECTION IS SHOWN

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SECTION DESIGNATION

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DUCT SMOKE DETECTOR

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T

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H

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S

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ROUND BRANCH TAKE-OFF w/SPIN FITTING

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%%C"

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%%C"

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DUCT ELBOW DN

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TEE-ON-TAPER (DUST COLLECTION ONLY)

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DUCT ELBOW UP

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ROUND BRANCH TAKE-OFF w/BELLMOUTH

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BRANCH TAKE-OFF w/HEEL

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6"

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6"

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10"

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10"

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TEMPERATURE SENSOR

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S

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#

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EQ

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MECHANICAL EQUIPMENT TAG

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RADIUS ELBOWS (REFER TO SPECIFICATIONS)

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RADIUS ELBOWS OR SQUARE ELBOWS w/TURNING VANES

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RADIUS ELBOWS (REFER TO SPECIFICATIONS)

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PROPORTIONAL SPLIT OR EQUAL SPLIT.

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(REFER TO SPECIFICATIONS)

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PROPORTIONAL SPLIT OR EQUAL SPLIT.

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STEAM TRAP

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CARBON DIOXIDE SENSOR

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C

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CLEANOUT

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CO

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GRILLES, REGISTERS & DIFFUSERS

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GRD

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(NOT ALL ABBREVIATIONS ARE NECESSARILY USED ON THIS PROJECT)

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SINGLE LINE DUCTWORK OR EQUIPMENT - DEMOLITION

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M

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M

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MECHANICAL EQUIPMENT SERVICING & AIR PRE-BALANCING REQUIREMENTS

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1. PRIOR TO ANY DEMOLITION OR PRE-BALANCING, THE CONTRACTOR SHALL CLEAN, ADJUST AND SERVICE ALL EXISTING PRIOR TO ANY DEMOLITION OR PRE-BALANCING, THE CONTRACTOR SHALL CLEAN, ADJUST AND SERVICE ALL EXISTING MECHANICAL EQUIPMENT SERVING THE ASSOCIATED TOILET ROOMS AND ADJACENT SPACES FOR PROPER OPERATION. REPLACE ALL FILTERS IN UNITS AND ANY DAMAGED PARTS. RECHARGE REFRIGERANT AS NEEDED. CORRECT ANY OBJECTIONABLE NOISE AND VIBRATION. REPORT ANY UN-REPAIRABLE DEFICIENCIES TO ARCHITECT AND ENGINEER. THIS INCLUDES RTU-1, 2, AND DOAS-1. 2. PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL PROVIDE AIR BALANCING REPORTS, TO ARCHITECT AND ENGINEER, PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL PROVIDE AIR BALANCING REPORTS, TO ARCHITECT AND ENGINEER, INCLUDING AIRFLOWS AT SUPPLY AND RETURN AIR MAINS FOR ALL AIR HANDLING UNITS SERVING THE ASSOCIATED TOILET ROOMS AND ADJACENT SPACES. ADDITIONALLY, PROVIDE AIRFLOW MEASUREMENTS AT ALL EXISTING BRANCH DUCTWORK, GRILLES, DIFFUSERS AND REGISTERS ASSOCIATED WITH EXISTING SYSTEMS. THIS INCLUDES RTU-1, 2, AND DOAS-1.

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PRE-BALANCING REPORTS ARE REQUESTED DUE TO THE VISUAL NATURE OF THE ENGINEERS' FIELD SURVEYS. SOME ASSUMPTIONS HAVE BEEN MADE DURING THE DESIGN WHICH SHALL BE CONFIRMED, ADJUSTED OR CORRECTED FOLLOWING REVIEW OF THESE PRE-BALANCING REPORTS. THE FOLLOWING REQUIREMENTS WILL ALLOW THE ENGINEER TO PROPERLY REVIEW THEIR ASSUMPTIONS:





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20-004


As indicated

MD1.0

MECHANICALDEMOLITION PLAN

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DEMOLITION NOTES: 1. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL COSTS THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL COSTS ASSOCIATED WITH REMOVALS AND RELOCATIONS OF HVAC WORK AS DESCRIBED ON THE DRAWINGS AND IN THE SPECIFICATIONS WITH ALLOWANCES FOR EXPECTED OR UNFORESEEN DIFFICULTIES WHEN CONCEALED WORK HAS BEEN OPENED. NO CLAIMS FOR ADDITIONAL WORK ASSOCIATED WITH DEMOLITION WILL BE ACCEPTED, EXCEPT IN CERTAIN CASES CONSIDERED JUSTIFIABLE BY THE OWNER/ENGINEER. 2. THE CONTRACTOR SHALL PERFORM DEMOLITION AND THE CONTRACTOR SHALL PERFORM DEMOLITION AND REMOVAL WORK WITH MINIMUM INTERFERENCE WITH FUNCTIONING HVAC SYSTEMS. ALL AFFECTED SYSTEMS SHALL BE RECONNECTED AND RESTORED. 3. DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER. THE CONTRACTOR SHALL PATCH, REPAIR OR OTHERWISE RESTORE ANY DAMAGED INTERIOR OR EXTERIOR BUILDING SURFACE TO ITS ORIGINAL CONDITION. PATCH ALL EXISTING INTERIOR AND EXTERIOR WALLS, LEFT BY DEMOLITION, TO MATCH EXISTING. 4. THE CONTRACTOR SHALL REMOVE ALL DUCT & PIPING THE CONTRACTOR SHALL REMOVE ALL DUCT & PIPING SUPPORTS, ETC. FROM PARTITIONS THAT ARE TO BE REMOVED. WHERE THE REMOVAL OF THESE ITEMS DISRUPTS EXISTING PIPING THAT IS TO REMAIN, THE CONTRACTOR SHALL INSTALL AND PROVIDE BYPASS CONNECTIONS NECESSARY. 5. ALL PIPING WHICH BECOMES EXPOSED DURING THE ALL PIPING WHICH BECOMES EXPOSED DURING THE ALTERATION WORK SHALL BE REMOVED AND REROUTED CONCEALED BEHIND FINISHED SURFACES. 6. PORTIONS OF PIPING & DUCTWORK TO BE REMOVED OR PORTIONS OF PIPING & DUCTWORK TO BE REMOVED OR ABANDONED AS A RESULT OF DEMOLITION WORK, BUT WHICH ARE REQUIRED TO REMAIN ACTIVE, SHALL BE CUT AT CONVENIENT LOCATIONS, REROUTED AND RECONNECTED. 7. ALL EXISTING MATERIAL AND EQUIPMENT IN USABLE ALL EXISTING MATERIAL AND EQUIPMENT IN USABLE CONDITION, WHICH IS TO BE REMOVED UNDER THIS CONTRACT, SHALL BE DISPOSED OF BY THE MECHANICAL CONTRACTOR. 8. ARRANGE TO WORK CONTINUOUSLY, INCLUDING OVER TIME, ARRANGE TO WORK CONTINUOUSLY, INCLUDING OVER TIME, IF REQUIRED, TO ASSURE THAT SYSTEMS WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTIONS TO THE EXISTING SYSTEMS. 9. THE SHUTDOWN OF EXISTING BUILDING HVAC SERVICES THE SHUTDOWN OF EXISTING BUILDING HVAC SERVICES SHALL BE COORDINATED WITH THE OWNER. MAKE ARRANGEMENTS AT LEAST 5 BUSINESS DAYS PRIOR TO A SHUTDOWN. 10. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL STATE & CONTRACTOR SHALL COMPLY WITH ALL FEDERAL STATE & LOCAL REQUIREMENTS REGARDING DISPOSAL OF REFRIGERANTS. 11. CONTRACTOR SHALL CLEAN THE EXISTING ROOFTOP UNITS, CONTRACTOR SHALL CLEAN THE EXISTING ROOFTOP UNITS, COILS, FANS, ETC, SO THAT EQUIPMENT IS IN PROPER WORKING CONDITION. REPLACE ALL AIR FILTERS AND BELTS, ADJUST BELTS AS REQUIRED. VERIFY PROPER REFRIGERANT CHARGE AND PROVIDE ADDITIONAL AS REQUIRED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 12. PRIOR TO ANY DEMOLITION, CONTRACTOR SHALL PROVIDE PRIOR TO ANY DEMOLITION, CONTRACTOR SHALL PROVIDE AN AIR BALANCING REPORT, TO ARCHITECT/ENGINEER, REFER TO COVER SHEET FOR ADDITIONAL REQUIREMENTS.

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DEMOLITION KEY NOTES: REMOVE EXISTING SA REGISTER OR DIFFUSER. CLEAN, REPAIR AND REINSTALL. SEE NEW WORK FOR RELOCATION. DISCONNECT AND REMOVE EXISTING EXHAUST FAN EF-5, CURB AND ACCESSORIES, AS WELL AS, ASSOCIATED MAIN AND BRANCH DUCTWORK, INCLUDING HANGERS, SUPPORTS AND REGISTERS.

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1

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(ER)EF-5 ON ROOF

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(E)EWH

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(E)EWH

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2

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(ER) ER

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(ER) ER

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(ERR) CD

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SCALE:

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MECHANICAL DAY SIDE TOILET

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ROOM DEMOLITION PLAN

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1/4" = 1'-0"

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AS

H

HD

TR

AS

H

HD

MENS TOILET/SHOWER

WOMENS TOILET/SHOWER

SINGLE USER TOILET ROOM

TRASH

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HD HD

HD

HD

STORAGE3'X6'

Janitor





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20-004


As indicated

M1.0

MECHANICALFLOOR PLAN

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DRAWING NOTES: 1. DRAWINGS ARE DIAGRAMMATIC. PROVIDE ADDITIONAL DRAWINGS ARE DIAGRAMMATIC. PROVIDE ADDITIONAL OFFSETS, TRANSITIONS, ETC. AS REQUIRED TO AVOID INTERFERENCES ENCOUNTERED. 2. CONTRACTOR SHALL PROVIDE MANUFACTURER'S CONTRACTOR SHALL PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AND ACCESS TO ALL EQUIPMENT. COORDINATE LOCATIONS WITH OTHER TRADES TO AVOID CONFLICTS. 3. SPACE ABOVE CEILING IS VERY LIMITED. COORDINATE WITH SPACE ABOVE CEILING IS VERY LIMITED. COORDINATE WITH ALL TRADES FOR DUCTWORK ROUTING PRIOR TO FABRICATION AND INSTALLATION. 4. ALL KITCHEN EXHAUST AND BATHROOM EXHAUST SHALL ALL KITCHEN EXHAUST AND BATHROOM EXHAUST SHALL TERMINATE ON EXTERIOR A MINIMUM OF 3 FEET FROM ALL OPERABLE WINDOWS AND OTHER OPENINGS TO BUILDINGS AND 10 FEET FROM MECHANICAL INTAKES. 5. DOAS-1 WILL REQUIRE REBALANCING BASED ON DOAS-1 WILL REQUIRE REBALANCING BASED ON PRE-BALANCING INFORMATION. PROVIDE REBALANCING OF UNIT IN MECHANICAL CONTRACTOR'S SCOPE.

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KEY NOTES: ROUTE NEW EXHAUST DUCT UP THRU ROOF TO NEW EF-B. EXTEND OPENING OR SEAL AS REQUIRED TO MATCH/COORDINATE WITH EXISTING. RELOCATE GRILLS AS REQUIRED TO MATCH NEW RCP IN THIS SPACE.

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1

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2

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2

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2

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1

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14x14 EA UP

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EF

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5

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10x4

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14x8

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10x6

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6x6

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14x14

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ER-1 8x8 120

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ER-1 8x8 190

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ER-2 6x6 50

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10x6

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10x6

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12x8

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ER-1 8x8 130

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ER-1 8x8 130

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(RE) CD

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(ON ROOF)

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(E)EWH

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(E)EWH

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MECHANICAL DAY SIDE TOILET

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ROOM PLAN

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1/4" = 1'-0"

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02

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MECHANICAL NIGHT SIDE MENS

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TOILET ROOM PLAN

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1/4" = 1'-0"

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03

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MECHANICAL NIGHT SIDE WOMENS

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TOILET ROOM PLAN

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1/4" = 1'-0"





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20-004


As indicated

M2.0

MECHANICALSCHEDULES &DETAILS

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AIR DEVICE SCHEDULE

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%%UFLOW PATTERN

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%%UTAG

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NOTES/ACCESSORIES: 1. FINISH/COLOR OF ALL DIFFUSERS SHALL BE DETERMINED BY OWNER/ARCHITECT. FINISH/COLOR OF ALL DIFFUSERS SHALL BE DETERMINED BY OWNER/ARCHITECT. 2. PROVIDE 4-WAY THROW UNLESS NOTED (ARROWS) ON PLANS. PROVIDE 4-WAY THROW UNLESS NOTED (ARROWS) ON PLANS. 3. MAXIMUM PRESSURE DROP FOR SUPPLY AIR DIFFUSERS SHALL BE 0.10" W.G. MAXIMUM PRESSURE DROP FOR SUPPLY AIR DIFFUSERS SHALL BE 0.10" W.G. 4. MECHANICAL CONTRACTOR SHALL COORDINATE BORDER TYPES WITH CEILING AND WALL CONSTRUCTION. REFER TO ARCH. REFLECTED MECHANICAL CONTRACTOR SHALL COORDINATE BORDER TYPES WITH CEILING AND WALL CONSTRUCTION. REFER TO ARCH. REFLECTED CEILING PLAN. COORDINATE WITH GENERAL CONTRACTOR. 5. OPPOSED BLADE DAMPERS MAY BE OMITTED WHERE ACCESSIBLE VOLUME DAMPERS ARE PROVIDED AT BRANCH RUNOUTS. OPPOSED BLADE DAMPERS MAY BE OMITTED WHERE ACCESSIBLE VOLUME DAMPERS ARE PROVIDED AT BRANCH RUNOUTS. 6. PROVIDE RADIATION CEILING DAMPERS ON ALL DIFFUSERS, REGISTERS AND GRILLES WHERE RATED CEILING ASSEMBLIES ARE PENETRATED PROVIDE RADIATION CEILING DAMPERS ON ALL DIFFUSERS, REGISTERS AND GRILLES WHERE RATED CEILING ASSEMBLIES ARE PENETRATED TO MAINTAIN RATINGS. COORDINATE WITH ARCHITECTURAL PLANS AND G.C. FOR LOCATIONS. 7. DRAWING SYMBOL INFORMATION:DRAWING SYMBOL INFORMATION:

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NOTE: NOT ALL DEVICES MAY BE USED ON PROJECT. NOT ALL DEVICES MAY BE USED ON PROJECT.

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TAG NECK SIZE CFM

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OR

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SEE PLANS

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SEE PLANS

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ER-1

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ER-2

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FAN SCHEDULE

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%%UNOTES/ACCESSORIES:

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REMARKS

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CONTROL

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NOISE LEVEL (SONES)

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VOLTAGE

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HP

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FRPM

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SP. IN. W.G.

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CFM

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TYPE

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MODEL NO.

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BASIS OF DESIGN MANUF.

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SERVICE

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TAG

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1. PROVIDE WITH SPEED CONTROLLER, DISCONNECT SWITCH, BACKDRAFT DAMPER, INSULATED ROOF CURB, LOCKABLE COVER AND BIRD SCREEN. PROVIDE WITH SPEED CONTROLLER, DISCONNECT SWITCH, BACKDRAFT DAMPER, INSULATED ROOF CURB, LOCKABLE COVER AND BIRD SCREEN. 2. E.C.M. MOTOR.E.C.M. MOTOR.

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-

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EF

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EF-5

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620

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0.50

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1261

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1/4

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7.9

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DAY TOILETS

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GREENHECK

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120/1ɸ/60

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%%UEXHAUST

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24x24 EXHAUST GRILLE EQUAL TO TITUS MODEL PAR-AA, ALUMINUM CONSTRUCTION, 3/16" DIAMETER HOLES ON 1/4" STAGGERED CENTERS, HEAVY GAUGE STEEL BACKPAN, OPPOSED BLADE DAMPER, NECK SIZE AS INDICATED ON DRAWINGS. COLOR BY ARCHITECT.

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12x12 EXHAUST GRILLE EQUAL TO TITUS MODEL PAR-AA, ALUMINUM CONSTRUCTION, 3/16" DIAMETER HOLES ON 1/4" STAGGERED CENTERS, HEAVY GAUGE STEEL BACKPAN, OPPOSED BLADE DAMPER, NECK SIZE AS INDICATED ON DRAWINGS. COLOR BY ARCHITECT.

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DETAIL NOTES: : 1. AT FIRE RATED PARTITIONS, ADD ADDITIONAL LAYER OF FIRE SAFING INSULATION AROUND AT FIRE RATED PARTITIONS, ADD ADDITIONAL LAYER OF FIRE SAFING INSULATION AROUND PENETRATION SO AS TO FILL CAVITY. 2. DUCT AND PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE THE CEILING SHALL BE FIRE DUCT AND PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE THE CEILING SHALL BE FIRE STOPPED AROUND THE PENETRATION.

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PARTITION

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1/2" MAX (TYP)

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DUCT PENETRATION SHOWN IS WHERE FIRE DAMPER IS NOT REQUIRED BY CODE.

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1/2" MAX (TYP)

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STEEL FRAME OF ANGLE 1 1/4"x1 1/4"x1/8" AROUND DUCT PERIMETER

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NOTE 1

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PIPE SLEEVE

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FRAME

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4-1/2"R

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LOCKING LUG

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2-1/4"

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3-1/2"

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VANED ELBOW

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TURNING VANE

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DETAIL NOTES: : 1. LOCKING LUGS INTERNAL WITH VANE LOCKING LUGS INTERNAL WITH VANE 2. MAXIMUM UNSUPPORTED VANE LENGTH 48" MAXIMUM UNSUPPORTED VANE LENGTH 48" 3. FRAMES - BOLTED OR RIVETED TO ELBOW FRAMES - BOLTED OR RIVETED TO ELBOW 4. VANES AND FRAMES - SAME GAUGE AS ELBOW VANES AND FRAMES - SAME GAUGE AS ELBOW 5. PROVIDE FOR ALL SQUARE ELBOWS.PROVIDE FOR ALL SQUARE ELBOWS.

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2-1/4"R

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SQUARE CURB HEIGHT AS REQUIRED TO MAINTAIN A MINIMUM OF 18" BETWEEN FINISHED ROOF AND BOTTOM OF FAN DISCHARGE

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ROOF FLASHING PROVIDED UNDER ANOTHER DIVISION OF THE WORK

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CAP FLASHING (BY HVAC CONTRACTOR)

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ROOF

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ROOF CURB

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BURGLAR BARS

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BACKDRAFT DAMPER

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PARTITION

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DUCT

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RETURN/EXHAUST AIR

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SUPPLY AIR

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TAPERED CONNECTION 45° ANGLE (IF MAIN DUCT IS RECTANGULAR)OR CONICAL CONNECTION (IF MAIN DUCT IS ROUND) L=1/4 W; 4"MIN

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BRANCH DUCT

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MAIN DUCT

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W

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VD

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DETAIL NOTES: : 1. DUCT SHALL BE 1" SMALLER THAN ROOF OPENING. ROOF DUCT SHALL BE 1" SMALLER THAN ROOF OPENING. ROOF OPENING SHALL CONFORM TO CURB SIZE.

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SCALE:

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01

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BRANCH TAKE-OFF DETAIL

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N.T.S.

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SCALE:

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03

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DOUBLE THICKNESS TURNING VANE DETAIL

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N.T.S.

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SCALE:

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02

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DUCT AND PIPE PENETRATION DETAIL

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N.T.S.

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SCALE:

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04

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ROOF MOUNTED EXHAUST FAN DETAIL

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N.T.S.

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DETAIL NOTES: : 1. PROVIDE SIMILAR FOR TAKE-OFF/DROPS TO CEILING REGISTERS.PROVIDE SIMILAR FOR TAKE-OFF/DROPS TO CEILING REGISTERS.

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G-099-VG

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DIRECT DRIVE ROOF MOUNTED

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CONTINUOUS

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ALL





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As indicated

M3.0

MECHANICALSPECIFICATIONS

RMB

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HVAC SPECIFICATIONS

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1.GENERALGENERAL

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A.THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA DOCUMENT A201, LATEST EDITION, AND THESE SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT.

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B.ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR.

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C.INVESTIGATE EACH SPACE THOROUGHLY WHERE EQUIPMENT MUST BE INVESTIGATE EACH SPACE THOROUGHLY WHERE EQUIPMENT MUST BE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS.

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D.DUCTWORK AND PIPING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW DUCTWORK AND PIPING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ROUTING OF DUCTWORK AND PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS ARE SUBJECT TO APPROVAL OF ARCHITECT. COORDINATION WITH THE EXISTING SERVICES, INCLUDING THOSE OF OTHER TRADES IS REQUIRED.

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E.SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING STRUCTURE AND/OR SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OR SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL FRAMING. INSERTS SHALL BE STEEL, SLOTTED TYPE AND FACTORY PAINTED. SINGLE ROD SHALL BE SIMILAR TO GRINNELL FIG. 281. MULTI-ROD SHALL BE SIMILAR TO FEE & MASON SERIES 9000 WITH END CAPS AND CLOSURE STRIPS. MAXIMUM LOADING INCLUDING PIPES, DUCTWORK CONTENTS AND COVERING SHALL NOT EXCEED 75 PERCENT OF RATED INSERT CAPABILITY. WHEN SUPPORTING FROM BUILDING USE BEAM CLAMPS IN APPROVED MANNER. PROVIDE SEISMIC RESTRAINTS AS REQUIRED BY CODE.

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F.INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES, WHICH INVOLVE EXTRA COST, SHALL NOT BE MADE WITHOUT APPROVAL.

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G.REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES IN MAKING UP THE WORK PROPOSAL.

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H.CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED BY ARCHITECT.

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I.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR.

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J.SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS, WALLS SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS, WALLS AND FLOORS (NOT IN SHAFTS) WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL.

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K.PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES, DUCTS, LOUVERS, CONDUIT, AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AND DUNNAGE STEEL AS REQUIRED.

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L.ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE BUILDING REPRESENTATIVE, ARCHITECT OR AS NOTED TO BE RELOCATED ON THE DRAWINGS SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR.

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M.MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS.

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N.THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS DIRECTED, THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS DIRECTED, AND IN A MANNER SATISFACTORY TO THE OWNER. THE WORK SHALL BE PERFORMED SO AS TO CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE PRESENT OCCUPANTS.

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O.THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN SO DIRECTED, HOWEVER, THE CONTRACTOR SHALL INSTALL WORK IN OVERTIME AND THE ADDITIONAL COST TO BE CHARGED THEREFORE SHALL BE ONLY THE "PREMIUM" PORTION OF THE WAGES PAID.

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P.UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL CUTTING AND UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL CUTTING AND PATCHING OF EXISTING FLOORS, WALLS, PARTITIONS AND OTHER MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL CONDITION.

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Q.REMOVABLE ACCESS TILE AND/OR ACCESS DOOR ARE REQUIRED IN HUNG REMOVABLE ACCESS TILE AND/OR ACCESS DOOR ARE REQUIRED IN HUNG CEILINGS, SHAFTS AND WALLS FOR ALL VOLUME AND FIRE DAMPERS, AUTOMATIC DAMPERS AND ALL OTHER MECHANICAL EQUIPMENT AND DEVICES. HVAC CONTRACTOR TO FURNISH ACCESS LOCATION REQUIREMENTS TO GENERAL CONTRACTOR.

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R.ALL MATERIAL AND EQUIPMENT TO BE NEW UNLESS OTHERWISE NOTED AND ALL MATERIAL AND EQUIPMENT TO BE NEW UNLESS OTHERWISE NOTED AND SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS.

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S.SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC., WHICH AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HAS BEEN MADE AND THAT THE CONTRACTOR IS FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK. LATER CLAIMS SHALL NOT BE MADE FOR LABOR; EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. THE ON-SITE INSPECTION SHALL VERIFY EXISTING DUCTWORK, PIPING (SIZES, CLEARANCES, ETC) AND CONDITIONS.

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T.INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND ENGINEER.

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U.THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, BALANCED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED ALL THE REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL.

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V.SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS "THE CONTRACTOR SHALL," "SHALL BE," "FURNISH," "PROVIDE," "A," "THE," AND "ALL" HAVE BEEN OMITTED FOR BREVITY.

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W.DEFINITIONSDEFINITIONS

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1)"PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY OTHERWISE NOTED.

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2)"INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES.

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3)"FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER COMPLETE WITH RELATED ACCESSORIES.

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4)"WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, "WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, ACCESSORIES AND OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE INSTALLATION.

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5)"CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, "CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN DOUBLE PARTITIONS OR HUNG CEILINGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES.

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6)"EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED ABOVE.

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7)"SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN "SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN AND EFFICIENCY OF SPECIFIED PRODUCT AS DETERMINED BY THE ENGINEER AND ARCHITECT.

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2.SCOPE OF WORKSCOPE OF WORK

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A.THE WORK UNDER CONTRACT INCLUDES ALL LABOR, MATERIALS AND THE WORK UNDER CONTRACT INCLUDES ALL LABOR, MATERIALS AND APPLIANCES NECESSARY FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS. WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER.

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B.THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH THE DEPARTMENT HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY TO THIS WORK.

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C.THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN TWO YEARS FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR OCCUPANCY OF SPACES, BY OWNER, INCLUDED UNDER THE VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR.

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D.PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF EQUIPMENT PROVIDE COMPLETE SET OF COORDINATED SHOP DRAWINGS OF ALL NEW AND EXISTING EQUIPMENT, DUCTWORK, PIPING AND CONTROL SYSTEMS INDICATING CAPACITY DIMENSIONS AND SEQUENCE OF OPERATION FOR WRITTEN APPROVAL BY THE ARCHITECT AND ENGINEER.

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3.SHOP DRAWINGSSHOP DRAWINGS

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A.INDICATE ON EACH SUBMISSION: PROJECT NAME AND LOCATION, ARCHITECT INDICATE ON EACH SUBMISSION: PROJECT NAME AND LOCATION, ARCHITECT AND ENGINEER, ITEM IDENTIFICATION AND APPROVAL STAMP OF PRIME CONTRACTOR.

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B.SUBMISSIONSSUBMISSIONS

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1)SUBMISSIONS 11 IN. X 17 IN. OR SMALLER: IF THE SUBMISSION IS SUBMISSIONS 11 IN. X 17 IN. OR SMALLER: IF THE SUBMISSION IS A CATALOG CUT, THEN THE CONTRACTOR SHALL SUBMIT ONE ORIGINAL AND TWO COPIES. OTHERWISE, HE SHALL SUBMIT THREE COPIES. THE ARCHITECT WILL FORWARD THE ORIGINAL AND ONE COPY (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER. ALL CATALOG CUTS SHALL BE COMPLETE.

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2)SUBMISSIONS LARGER THAN 11 IN. X 17 IN.: SUBMIT THREE PRINTS SUBMISSIONS LARGER THAN 11 IN. X 17 IN.: SUBMIT THREE PRINTS TO THE ARCHITECT. THE ARCHITECT WILL FORWARD TWO PRINTS TO THE ENGINEER.

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C.SUBMIT SHOP DRAWINGS FOR THE FOLLOWING:SUBMIT SHOP DRAWINGS FOR THE FOLLOWING:

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1)DUCTWORK LAYOUT DRAWINGS AND SHEET METAL DESIGNS.DUCTWORK LAYOUT DRAWINGS AND SHEET METAL DESIGNS.

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2)SHEETMETAL CONSTRUCTION STANDARDS.SHEETMETAL CONSTRUCTION STANDARDS.

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3)AIR OUTLETS.AIR OUTLETS.

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4)AIR BALANCE REPORT.AIR BALANCE REPORT.

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5)AC UNITS AND FANS.AC UNITS AND FANS.

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6)OPERATING SEQUENCES.OPERATING SEQUENCES.

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7)VIBRATION ISOLATION AND SEISMIC RESTRAINTS.VIBRATION ISOLATION AND SEISMIC RESTRAINTS.

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D.COORDINATIONCOORDINATION

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1)THE CONTRACTOR SHALL ASSURE FULL COOPERATION OF ALL TRADES THE CONTRACTOR SHALL ASSURE FULL COOPERATION OF ALL TRADES AND SHALL FURNISH IN WRITING ALL INFORMATION NECESSARY TO PERMIT THE WORK OF ALL TRADES TO BE INSTALLED SATISFACTORILY AND WITH LEAST POSSIBLE INTERFERENCE OR DELAY.

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2)PREPARE COORDINATED COMPOSITE DRAWINGS AT A SUITABLE SCALE PREPARE COORDINATED COMPOSITE DRAWINGS AT A SUITABLE SCALE NOT LESS THAN 1/4-INCH EQUALS ONE FOOT, ZERO INCHES, CLEARLY SHOWING HOW THE WORK OF THIS DIVISION IS TO BE INSTALLED IN RELATION TO THE WORK OF ALL TRADES. ANY WORK INSTALLED IN CONFLICT WITH THE WORK OF OTHER TRADES SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

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3)THE CONTRACTOR MAY, SUBJECT TO THE ACCEPTANCE OF THE THE CONTRACTOR MAY, SUBJECT TO THE ACCEPTANCE OF THE ARCHITECT AND WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF ALL TRADES OR FOR THE PROPER EXECUTION OF THE WORK.

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4)MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. COORDINATE WITH THE ARCHITECTURAL DRAWINGS AND DETAILS FOR EXACT LOCATION OF DUCTWORK, PIPING AND EQUIPMENT.

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5)THE CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYOUT WORK AND THE CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYOUT WORK AND SHALL COORDINATE ALL TRADES TO VERIFY SPACES IN WHICH WORK SHALL BE INSTALLED. MAINTAIN MAXIMUM HEADROOM OR SPACE CONDITIONS. WHERE SPACE CONDITIONS APPEAR INADEQUATE, THE ARCHITECT SHALL BE NOTIFIED BEFORE INSTALLATION. DO NOT PROCEED WITH THE INSTALLATION UNTIL RECEIVING CLARIFYING INSTRUCTIONS.

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4.RECORD DRAWINGS AND EQUIPMENT OPERATION INSTRUCTIONSRECORD DRAWINGS AND EQUIPMENT OPERATION INSTRUCTIONS

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A.ON COMPLETION AND ACCEPTANCE OF WORK, THIS CONTRACTOR SHALL ON COMPLETION AND ACCEPTANCE OF WORK, THIS CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS, EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS CONTRACT.

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B.THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER AND BOUND IN THREE-RING BINDERS WITH CLEAR ACETATE COVERS. THE CONTRACTOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE ENGINEER.

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C.THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN SECTIONS, WITH ONE THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN SECTIONS, WITH ONE SECTION PER SYSTEM. THE COVER OF THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND PHONE NUMBER OF THE PROJECT, ARCHITECT, ENGINEER, MECHANICAL CONTRACTOR AND SUBCONTRACTORS.

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D.RECORD (AS-BUILT) DRAWINGS INDICATING AS INSTALLED CONDITIONS SHALL RECORD (AS-BUILT) DRAWINGS INDICATING AS INSTALLED CONDITIONS SHALL BE PROVIDED TO THE ENGINEER AFTER COMPLETION OF THE INSTALLATION.

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5.SHEET METAL WORKSHEET METAL WORK

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A.EXCEPT AS OTHERWISE SHOWN OR NOTED, ALL DUCTWORK AND OTHER EXCEPT AS OTHERWISE SHOWN OR NOTED, ALL DUCTWORK AND OTHER SHEET METAL WORK SHALL BE GALVANIZED SHEET STEEL AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. DUCT CONSTRUCTION STANDARDS, PRESSURE CLASSIFICATION 2 IN. W.G.

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1)FOR RECTANGULAR DUCTS, THE MINIMUM GAUGES SHALL BE:FOR RECTANGULAR DUCTS, THE MINIMUM GAUGES SHALL BE:

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a.24 GAUGE FOR DUCTS 30" (MAXIMUM DIMENSION) AND 24 GAUGE FOR DUCTS 30" (MAXIMUM DIMENSION) AND SMALLER.

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b.22 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION BETWEEN 22 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION BETWEEN 31" AND 54".

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c.20 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION BETWEEN 20 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION BETWEEN 55" AND 84".

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d.18 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION LARGER 18 GAUGE FOR DUCTS WITH A MAXIMUM DIMENSION LARGER THAN 84".

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2)MAXIMUM REINFORCING DISTANCES SHALL BE:MAXIMUM REINFORCING DISTANCES SHALL BE:

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a.7'-10" FOR DUCTS WITH A MAXIMUM DIMENSION OF 30" OR 7'-10" FOR DUCTS WITH A MAXIMUM DIMENSION OF 30" OR SMALLER.

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b.3'-9" FOR DUCTS WITH A MAXIMUM DIMENSION LARGER THAN 3'-9" FOR DUCTS WITH A MAXIMUM DIMENSION LARGER THAN 30".

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3)PROVIDE MILL PHOSPHATIZED FINISH WHERE DUCTS ARE EXPOSED.PROVIDE MILL PHOSPHATIZED FINISH WHERE DUCTS ARE EXPOSED.

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B.ALL DUCT DIMENSIONS INDICATED ON PLANS ARE INSIDE CLEAR ALL DUCT DIMENSIONS INDICATED ON PLANS ARE INSIDE CLEAR DIMENSIONS.

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C.ALL DUCTWORK SHALL BE FREE FROM PULSATION, CHATTER AND ALL DUCTWORK SHALL BE FREE FROM PULSATION, CHATTER AND VIBRATION. IF ANY OF THESE DEFECTS APPEAR AFTER A SYSTEM IS IN OPERATION, CORRECT BY REMOVING AND REPLACING, OR REINFORCING THE DUCTWORK AT NO ADDITIONAL COST TO THE OWNER.

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D.ROUND SINGLE AND DOUBLE-WALL DUCTWORK: APPROVED ROUND SINGLE AND DOUBLE-WALL DUCTWORK: APPROVED MANUFACTURERS: MCGILL AIRFLOW, SEMCO, LINDAB, AND EASTERN SHEET METAL.

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1)PROVIDE FACTORY-FABRICATED ROUND DUCTS. GAUGES AND PROVIDE FACTORY-FABRICATED ROUND DUCTS. GAUGES AND CONSTRUCTION DETAILS SHALL COMPLY WITH THE REFERENCED SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND SMACNA ROUND INDUSTRIAL DUCT CONSTRUCTION STANDARDS.

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2)FOR DUCTWORK DIAMETERS UP TO AND INCLUDING 60 INCHES, FOR DUCTWORK DIAMETERS UP TO AND INCLUDING 60 INCHES, PROVIDE SPIRAL LOCK-SEAM CONSTRUCTION. FOR DUCTWORK DIAMETERS OVER 60 INCHES, PROVIDE WELDED LONGITUDINAL SEAMS.

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3)PROVIDE DUCTS OF SPIRAL LOCK-SEAM CONSTRUCTION.PROVIDE DUCTS OF SPIRAL LOCK-SEAM CONSTRUCTION.

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4)USE SLIP JOINTS, JOINTS WITH A DOUBLE-LIPPED EPDM JACKET, OR USE SLIP JOINTS, JOINTS WITH A DOUBLE-LIPPED EPDM JACKET, OR THE FOLLOWING JOINING SYSTEM FOR TRANSVERSE DUCT JOINTS AND FITTINGS.

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a.UP TO 20" DIAMETER: INTERIOR SLIP COUPLING BEADED AT UP TO 20" DIAMETER: INTERIOR SLIP COUPLING BEADED AT CENTER AND FASTENED TO DUCT WITH SCREWS SHALL BE USED TO JOIN DUCTS. SEAL JOINT WITH A SEALING COMPOUND, CONTINUOUSLY APPLIED AROUND JOINT PRIOR TO ASSEMBLING AND AFTER FASTENING, MAKING CERTAIN THAT MAJORITY OF SEALANT RESIDES ON INTERIOR OF THE JOINT.

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b.21" DIAMETER & ABOVE: INSTALL USING A THREE-PIECE, 21" DIAMETER & ABOVE: INSTALL USING A THREE-PIECE, GASKETED FLANGED-JOINT CONSISTING OF TWO INTERNAL FLANGES, WITH INTEGRAL MASTIC SEALANT, AND ONE EXTERNAL CLOSURE BAND TO COMPRESS THE GASKET BETWEEN THE INTERNAL FLANGES. APPROVED SYSTEMS: DUCTMATE SPIRALMATE.

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5) ELBOWS FOR 3 THROUGH 12 INCH DIAMETER AND 90° BENDS SHALL ELBOWS FOR 3 THROUGH 12 INCH DIAMETER AND 90° BENDS SHALL BE TWO-SECTION STAMPED WITH WELDED SEAMS. ALL OTHER ELBOWS SHALL BE CONSTRUCTED OF MITERED SECTIONS WITH ALL SEAMS AND JOINTS WELDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:

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a.THRU 35 DEGREES/2 GORESTHRU 35 DEGREES/2 GORES

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b.36 THRU 71 DEGREES/3 GORES36 THRU 71 DEGREES/3 GORES

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c.OVER 71 DEGREES/5 GORESOVER 71 DEGREES/5 GORES

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6)ELBOWS SHALL BE TWO-SECTION STAMPED WITH WELDED SEAMS.ELBOWS SHALL BE TWO-SECTION STAMPED WITH WELDED SEAMS.

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7)CONSTRUCT ALL ELBOWS WITH A CENTERLINE RADIUS EQUAL TO 1.5 CONSTRUCT ALL ELBOWS WITH A CENTERLINE RADIUS EQUAL TO 1.5 TIMES THE DIAMETER.

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8) MAKE ALL TAKE-OFF CONNECTIONS TO DUCT HEADERS USING TEE MAKE ALL TAKE-OFF CONNECTIONS TO DUCT HEADERS USING TEE (90°), LATERAL (45°), TEE CROSS, LATERAL CROSS AND "Y" BRANCH FITTINGS OF THE CONICAL TYPE. ALL FITTINGS FABRICATED AS SEPARATE FITTINGS SHALL HAVE CONTINUOUS WELDS ALONG ALL SEAMS AND JOINTS.

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9)THE USE OF TWO-PIECE, MITERED, VANED ELBOWS SHALL NOT BE THE USE OF TWO-PIECE, MITERED, VANED ELBOWS SHALL NOT BE PERMITTED.

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10)THE USE OF BULLHEAD TEE FITTINGS IS NOT PERMITTED. THE USE OF BULLHEAD TEE FITTINGS IS NOT PERMITTED.

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11)THE USE OF SQUARE THROAT RADIUS HEEL ELBOWS IS NOT THE USE OF SQUARE THROAT RADIUS HEEL ELBOWS IS NOT PERMITTED.

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12)SHOP-FABRICATED AND CONTRACTOR-DESIGNED FITTINGS ARE NOT SHOP-FABRICATED AND CONTRACTOR-DESIGNED FITTINGS ARE NOT PERMITTED.

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E.DUCTWORK SCHEDULE: DUCTWORK SCHEDULE:

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1)SUPPLY AIR:+2", 3% LEAKAGESUPPLY AIR:+2", 3% LEAKAGE+2", 3% LEAKAGE

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2)RETURN AIR:-2", 3% LEAKAGERETURN AIR:-2", 3% LEAKAGE-2", 3% LEAKAGE

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3)EXHAUST AIR:-2", 3% LEAKAGE EXHAUST AIR:-2", 3% LEAKAGE -2", 3% LEAKAGE

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F.DUCT LEAKAGE TESTING DUCT LEAKAGE TESTING

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1)DISASSEMBLE, REASSEMBLE, AND SEAL SEGMENTS OF SYSTEMS TO DISASSEMBLE, REASSEMBLE, AND SEAL SEGMENTS OF SYSTEMS TO ACCOMMODATE LEAKAGE TESTING AND FOR COMPLIANCE WITH TEST REQUIREMENTS. SEAL ALL DUCTWORK WITH UL181 MASTIC OR APPROVED EQUAL.

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2)CONDUCT LEAKAGE TESTS, ON ALL DUCTWORK, AT STATIC PRESSURES CONDUCT LEAKAGE TESTS, ON ALL DUCTWORK, AT STATIC PRESSURES EQUAL TO MAXIMUM DESIGN PRESSURE OF SYSTEM BEING TESTED. IF PRESSURE CLASSES ARE NOT INDICATED, TEST ENTIRE SYSTEM AT MAXIMUM SYSTEM DESIGN PRESSURE. DO NOT PRESSURIZE SYSTEMS ABOVE MAXIMUM DESIGN OPERATING PRESSURE. GIVE SEVEN DAYS' ADVANCE NOTICE FOR TESTING.

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3)MAXIMUM ALLOWABLE LEAKAGE: DUCTWORK LEAKAGE SHALL NOT MAXIMUM ALLOWABLE LEAKAGE: DUCTWORK LEAKAGE SHALL NOT EXCEED 4 PERCENT OF TOTAL SUPPLY AIRFLOW.

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4)REMAKE LEAKING JOINTS; APPLY ADDITIONAL SEALANT AND RETEST REMAKE LEAKING JOINTS; APPLY ADDITIONAL SEALANT AND RETEST UNTIL LEAKAGE IS EQUAL TO OR LESS THAN MAXIMUM ALLOWABLE. ALL TESTS MUST BE WITNESSED AND RESULTS VERIFIED BY THE OWNER'S REPRESENTATIVE. SUBMIT FIELD TEST REPORT CERTIFYING THAT THE DUCTWORK DOES NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE.

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G.VOLUME DAMPERS: GALVANIZED STEEL, PER SMACNA "LOW VELOCITY VOLUME DAMPERS: GALVANIZED STEEL, PER SMACNA "LOW VELOCITY MANUAL," EXCEPT PROVIDE BEARING AT ONE END OF DAMPER ROD AND QUADRANT, WITH LEVER AND LOCKSCREW AT THE OTHER END. FOR INSULATED DUCTS, QUADRANTS MOUNTED ON COLLAR TO CLEAR INSULATION. INSTALL WITH LEVERS ACCESSIBLE.

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H.ACCESS DOORS: INSULATED OR UNINSULATED, SAME AS DUCTACCESS DOORS: INSULATED OR UNINSULATED, SAME AS DUCT

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1)PROVIDE MINIMUM 20 IN. X 14 IN. ON MAIN DUCTS, AND 12 IN. X PROVIDE MINIMUM 20 IN. X 14 IN. ON MAIN DUCTS, AND 12 IN. X 6 IN. ON BRANCH DUCTS, UNLESS OTHERWISE APPROVED, AT FIRE DAMPERS, AND AT ALL DUCT ACCESSORIES SUCH AS HUMIDIFIERS, DUCT SMOKE DETECTORS, AUTO DAMPERS, AND LOUVERS.

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2)ALL ACCESS DOORS TO BE HINGED, WITH LATCH SIMILAR TO ALL ACCESS DOORS TO BE HINGED, WITH LATCH SIMILAR TO VENTLOCK NO. 100.

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I.FLEXIBLE CONNECTIONS: NEOPRENE-COATED GLASS FABRIC, 30 OUNCES FLEXIBLE CONNECTIONS: NEOPRENE-COATED GLASS FABRIC, 30 OUNCES PER SQ. YD. WITH SEWED AND CEMENTED SEAMS, SIMILAR TO VENT FABRICS. PROVIDE WITH METAL COLLARS. ALLOW MINIMUM MOVEMENT OF 1 IN.

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J.TURNING VANES: GALVANIZED STEEL SMALL DOUBLE-THICKNESS VANES TURNING VANES: GALVANIZED STEEL SMALL DOUBLE-THICKNESS VANES WITH 2 IN. INSIDE RADIUS.

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K.ALL DUCT DIMENSIONS INDICATED ON PLANS ARE INSIDE CLEAR ALL DUCT DIMENSIONS INDICATED ON PLANS ARE INSIDE CLEAR DIMENSIONS.

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L.WIRE MESH SCREEN (WMS): NO. 16 USSG, 3/4 SQUARE MESH, IN 1 IN. WIRE MESH SCREEN (WMS): NO. 16 USSG, 3/4 SQUARE MESH, IN 1 IN. WIDE GALVANIZED STEEL ENCLOSING FRAME. FLANGED DUCT OPENING TO RECEIVE FRAME.

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M.LOW-PRESSURE FLEXIBLE DUCT: SHALL BE CONSTRUCTED WITH A CPE LOW-PRESSURE FLEXIBLE DUCT: SHALL BE CONSTRUCTED WITH A CPE INNER FILM LINER LOCKED TO GALVANIZED STEEL HELIX WITH 1" THICK FIBERGLASS ENCLOSED WITH A REINFORCED FOIL/MYLAR SLEEVE. UL 181 LISTED AS CLASS 1 AIR DUCT COMPLYING WITH NFPA STANDARD 90A. SIMILAR TO FLEXMASTER TYPE 1M.

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N.CLEANING NEW & EXISTING SYSTEMSCLEANING NEW & EXISTING SYSTEMS

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1)MARK POSITION OF DAMPERS AND AIR-DIRECTIONAL MECHANICAL MARK POSITION OF DAMPERS AND AIR-DIRECTIONAL MECHANICAL DEVICES BEFORE CLEANING AND PERFORM CLEANING BEFORE AIR BALANCING.

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a.USE SERVICE OPENINGS, AS REQUIRED, FOR PHYSICAL AND USE SERVICE OPENINGS, AS REQUIRED, FOR PHYSICAL AND MECHANICAL ENTRY AND FOR INSPECTION.

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b.CREATE OTHER OPENINGS TO COMPLY WITH DUCT STANDARDS.CREATE OTHER OPENINGS TO COMPLY WITH DUCT STANDARDS.

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c.DISCONNECT FLEXIBLE DUCTS AS NEEDED FOR CLEANING AND DISCONNECT FLEXIBLE DUCTS AS NEEDED FOR CLEANING AND INSPECTION.

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d.REMOVE AND REINSTALL CEILING SECTIONS TO GAIN ACCESS REMOVE AND REINSTALL CEILING SECTIONS TO GAIN ACCESS DURING THE CLEANING PROCESS.

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2)VENT VACUUMING SYSTEM TO THE OUTSIDE. INCLUDE FILTRATION TO VENT VACUUMING SYSTEM TO THE OUTSIDE. INCLUDE FILTRATION TO CONTAIN DEBRIS REMOVED FROM HVAC SYSTEMS, AND LOCATE EXHAUST DOWN WIND AND AWAY FROM AIR INTAKES AND OTHER POINTS OF ENTRY INTO BUILDING.

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3)CLEAN THE FOLLOWING METAL DUCT SYSTEMS BY REMOVING SURFACE CLEAN THE FOLLOWING METAL DUCT SYSTEMS BY REMOVING SURFACE CONTAMINANTS AND DEPOSITS:

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a.AIR OUTLETS AND INLETS (REGISTERS, GRILLES, AND AIR OUTLETS AND INLETS (REGISTERS, GRILLES, AND DIFFUSERS).

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b.SUPPLY, RETURN, AND EXHAUST FANS INCLUDING FAN SUPPLY, RETURN, AND EXHAUST FANS INCLUDING FAN HOUSINGS, PLENUMS (EXCEPT CEILING SUPPLY AND RETURN PLENUMS), SCROLLS, BLADES OR VANES, SHAFTS, BAFFLES, DAMPERS, AND DRIVE ASSEMBLIES.

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c.AIR-HANDLING UNIT INTERNAL SURFACES AND COMPONENTS AIR-HANDLING UNIT INTERNAL SURFACES AND COMPONENTS INCLUDING MIXING BOX, COIL SECTION, AIR WASH SYSTEMS, SPRAY ELIMINATORS, CONDENSATE DRAIN PANS, HUMIDIFIERS AND DEHUMIDIFIERS, FILTERS AND FILTER SECTIONS, AND CONDENSATE COLLECTORS AND DRAINS.

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d.COILS AND RELATED COMPONENTS.COILS AND RELATED COMPONENTS.

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e.RETURN-AIR DUCTS, DAMPERS, AND ACTUATORS EXCEPT IN RETURN-AIR DUCTS, DAMPERS, AND ACTUATORS EXCEPT IN CEILING PLENUMS AND MECHANICAL EQUIPMENT ROOMS.

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f.SUPPLY-AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING SUPPLY-AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING VANES.

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4)MECHANICAL CLEANING METHODOLOGY:MECHANICAL CLEANING METHODOLOGY:

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a.CLEAN METAL DUCT SYSTEMS USING MECHANICAL CLEANING CLEAN METAL DUCT SYSTEMS USING MECHANICAL CLEANING METHODS THAT EXTRACT CONTAMINANTS FROM WITHIN DUCT SYSTEMS AND REMOVE CONTAMINANTS FROM BUILDING.

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b.USE VACUUM-COLLECTION DEVICES THAT ARE OPERATED USE VACUUM-COLLECTION DEVICES THAT ARE OPERATED CONTINUOUSLY DURING CLEANING. CONNECT VACUUM DEVICE TO DOWNSTREAM END OF DUCT SECTIONS SO AREAS BEING CLEANED ARE UNDER NEGATIVE PRESSURE.

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c.USE MECHANICAL AGITATION TO DISLODGE DEBRIS ADHERED TO USE MECHANICAL AGITATION TO DISLODGE DEBRIS ADHERED TO INTERIOR DUCT SURFACES WITHOUT DAMAGING INTEGRITY OF METAL DUCTS, DUCT LINER, OR DUCT ACCESSORIES.

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d.CLEAN FIBROUS-GLASS DUCT LINER WITH HEPA VACUUMING CLEAN FIBROUS-GLASS DUCT LINER WITH HEPA VACUUMING EQUIPMENT; DO NOT PERMIT DUCT LINER TO GET WET.

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e.CLEAN COILS AND COIL DRAIN PANS ACCORDING TO NADCA CLEAN COILS AND COIL DRAIN PANS ACCORDING TO NADCA 2013. KEEP DRAIN PAN OPERATIONAL. RINSE COILS WITH CLEAN WATER TO REMOVE LATENT RESIDUES AND CLEANING MATERIALS; COMB AND STRAIGHTEN FINS.

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f.CLEANLINESS VERIFICATION:CLEANLINESS VERIFICATION:

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(1)VISUALLY INSPECT METAL DUCTS FOR CONTAMINANTS.VISUALLY INSPECT METAL DUCTS FOR CONTAMINANTS.

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(2)WHERE CONTAMINANTS ARE DISCOVERED, RE-CLEAN AND WHERE CONTAMINANTS ARE DISCOVERED, RE-CLEAN AND REINSPECT DUCTS.

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6.AIR OUTLETSAIR OUTLETS

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A.GENERALGENERAL

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1)MARGIN TYPES, COLORS, FINISH AND METHODS OF ATTACHMENT FOR MARGIN TYPES, COLORS, FINISH AND METHODS OF ATTACHMENT FOR ALL DIFFUSERS, GRILLES AND REGISTERS SHALL BE COORDINATED WITH ARCHITECTURAL CEILING AND WALL DETAILS AND SPECIFICATIONS.

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2)FRAME TYPE SUITABLE FOR MOUNTING IN CEILING OR WALL FRAME TYPE SUITABLE FOR MOUNTING IN CEILING OR WALL CONSTRUCTION AS INDICATED ON ARCHITECTURAL PLANS.

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3)EXACT LOCATION OF ALL AIR OUTLETS AS PER ARCHITECTURAL EXACT LOCATION OF ALL AIR OUTLETS AS PER ARCHITECTURAL PLANS.

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4)SUITABLE FOR OPERATION AT 20 PERCENT EXCESS AND 20 PERCENT SUITABLE FOR OPERATION AT 20 PERCENT EXCESS AND 20 PERCENT LESS THAN NOTED CAPACITY FOR CONSTANT VOLUME SYSTEMS AND AT 20 PERCENT EXCESS AND 60 PERCENT LESS THAN NOTED CAPACITY FOR VARIABLE VOLUME SYSTEMS. MANUFACTURER RESPONSIBLE FOR EXAMINING APPLICATION OF EACH OUTLET AND GUARANTEE THAT EACH WILL PROVIDE REQUIRED NC LEVELS AND COMFORT SPACE CONDITIONS WITHOUT DRAFTS THROUGHOUT OPERATING RANGE.

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5)DIFFUSERS, GRILLES AND REGISTERS SHALL BE SELECTED TO DIFFUSERS, GRILLES AND REGISTERS SHALL BE SELECTED TO ACHIEVE NC 30 OR LESS WHEN INSTALLED.

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6)ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH OPPOSED ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH OPPOSED BLADE VOLUME DAMPERS. DAMPER OPERATING LEVERS SHALL BE ACCESSIBLE AT THE FACE OF AIR OUTLETS.

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7)REFER TO DRAWING SCHEDULES FOR SPECIFIC MODELS AND REFER TO DRAWING SCHEDULES FOR SPECIFIC MODELS AND REQUIREMENTS. PROVIDE SCHEDULED MANUFACTURER AND MODELS OR COMPARABLE MODELS BY MANUFACTURER APPROVED BY ENGINEER.

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7.NOISE CONTROLNOISE CONTROL

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A.ALL ROOM NC LEVELS SHALL BE 35 OR LESS.ALL ROOM NC LEVELS SHALL BE 35 OR LESS.

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8.TESTING AND BALANCINGTESTING AND BALANCING

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A.ALL AIR AND WATER BALANCING SHALL BE IN ACCORDANCE WITH AABC AND ALL AIR AND WATER BALANCING SHALL BE IN ACCORDANCE WITH AABC AND NEBB STANDARDS.

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B.PROVIDE PRE-BALANCING REPORTS AS INDICATED ELSEWHERE, AS WELL A PROVIDE PRE-BALANCING REPORTS AS INDICATED ELSEWHERE, AS WELL A FINAL BALANCING PER DOCUMENTS. FINAL BALANCING SHALL BE DETERMINED BASED ON PRE-BALANCING REPORTS AND AS INDICATED ON PLANS.

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C.AIR BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT OF FANS AND AIR BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT OF FANS AND BRANCH DAMPERS FOR MAJOR ADJUSTMENTS. ADJUSTMENT OF TERMINAL DAMPERS AND DEVICES SHALL BE FOR TRIM OR MINOR ADJUSTMENT ONLY. THIS SHALL BE DONE TO PERMIT THE LEAST NOISE GENERATION IN THE TERMINAL AREAS AND UTILIZE MINIMUM FAN ENERGY.

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D.UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL REBALANCE ANY EXISTING PORTIONS OF AIR DISTRIBUTION SYSTEM AND WATER DISTRIBUTION SYSTEM AFFECTED BY THE RENOVATION AND ALSO BALANCE ALL NEW WORK.

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E.THE CONTRACTOR SHALL PROVIDE ALL LABOR, PRESSURE GAUGES, FLOW THE CONTRACTOR SHALL PROVIDE ALL LABOR, PRESSURE GAUGES, FLOW METERS, SHEAVES, AND BELTS REQUIRED TO BALANCE SYSTEMS.

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F.BALANCING REPORT SHALL BE PROVIDED ON AABC-TYPE FORMS.BALANCING REPORT SHALL BE PROVIDED ON AABC-TYPE FORMS.

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G.FANS, AIR HANDLING UNITS AND COILS SHALL BE BALANCED TO WITHIN +5 FANS, AIR HANDLING UNITS AND COILS SHALL BE BALANCED TO WITHIN +5 PERCENT OF THEIR DESIGN CAPACITIES. ALL OTHER AIR AND WATER QUANTITIES SHALL BE BALANCED TO WITHIN +10 PERCENT OF THE DESIGN QUANTITIES.

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H.BALANCING AND TESTING SHALL BE PERFORMED AND SUPERVISED BY A BALANCING AND TESTING SHALL BE PERFORMED AND SUPERVISED BY A CERTIFIED NEBB OR AABC TECHNICIAN.

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I.THE PERFORMANCE AND CAPACITY OF ALL SYSTEMS AND EQUIPMENT TO BE THE PERFORMANCE AND CAPACITY OF ALL SYSTEMS AND EQUIPMENT TO BE DEMONSTRATED BY THE CONTRACTOR.

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9.VIBRATION ISOLATION, WIND AND SEISMIC RESTRAINTSVIBRATION ISOLATION, WIND AND SEISMIC RESTRAINTS

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A.GENERALGENERAL

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1)PROVIDE ISOLATION FOR EQUIPMENT, PIPING AND DUCTWORK.PROVIDE ISOLATION FOR EQUIPMENT, PIPING AND DUCTWORK.

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2)INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

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3)PROVIDE LEVELING DEVICES AND APPROVED RESILIENT RESTRAINING PROVIDE LEVELING DEVICES AND APPROVED RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT AND PIPING MOTION IN EXCESS OF 1/4 IN.

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4)ACCEPTABLE MANUFACTURERSACCEPTABLE MANUFACTURERS

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a.MASON INDUSTRIES, INC.MASON INDUSTRIES, INC.

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b.VIBRATION ELIMINATOR CO.VIBRATION ELIMINATOR CO.

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c.KORFUND DYNAMICS CORP.KORFUND DYNAMICS CORP.

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B.FANS AND EQUIPMENTFANS AND EQUIPMENT

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1)PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE EQUIPMENT OR PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT LOADS.

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C.SEISMIC RESTRAINTSSEISMIC RESTRAINTS

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1)PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL EQUIPMENT AS PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL EQUIPMENT AS REQUIRED BY CODE. SEISMIC RESTRAINTS SHALL BE CAPABLE OF SAFELY ACCEPTING EXTERNAL FORCES AS REQUIRED BY CODE WITHOUT FAILURE, AND SHALL MAINTAIN EQUIPMENT, PIPING, CONDUIT, DUCT AND PRESSURE REDUCING BOXES IN A CAPTIVE POSITION. SEISMIC RESTRAINTS SHALL NOT SHORT CIRCUIT ISOLATION SYSTEMS OR TRANSMIT OBJECTIONABLE VIBRATION OR NOISE, AND SHALL BE PROVIDED ON ALL EQUIPMENT SCHEDULES ON DRAWINGS.

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D.WIND RESTRAINTSWIND RESTRAINTS

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1)ALL ROOF AND GROUND MOUNTED EQUIPMENT SHALL BE FASTENED ALL ROOF AND GROUND MOUNTED EQUIPMENT SHALL BE FASTENED TO STRUCTURE OR BASE PER MANUFACTURERS MOUNTING RECOMMENDATIONS. PROVIDE INSTALLATION DETAILS SIGNED BY LICENSED PROFESSIONAL STRUCTURAL ENGINEER TO MEET 100 MPH WIND LOADING.

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10.MOTORSMOTORS

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A.MOTORS (UNDER HVAC WORK): IN ACCORDANCE WITH NEMA, IEEE AND MOTORS (UNDER HVAC WORK): IN ACCORDANCE WITH NEMA, IEEE AND ANSI C 50 STANDARDS.

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1)STANDARD EFFICIENCY UNLESS OTHERWISE NOTED.STANDARD EFFICIENCY UNLESS OTHERWISE NOTED.

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2)1.15 SERVICE FACTOR.1.15 SERVICE FACTOR.

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3)SQUIRREL CAGE INDUCTION; OPEN DRIP-PROOF TYPE, 1750 RPM, SQUIRREL CAGE INDUCTION; OPEN DRIP-PROOF TYPE, 1750 RPM, NEMA TYPE B INSULATION CLASS AND CONTINUOUS DUTY, EXCEPT AS NOTED.

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11.MOTOR CONTROLLERSMOTOR CONTROLLERS

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A.PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND WIRED BY PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.

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B.NEMA ENCLOSURE, WEATHERPROOF WHERE MOUNTED OUTDOORS.NEMA ENCLOSURE, WEATHERPROOF WHERE MOUNTED OUTDOORS.

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C.WITH OVERLOAD PROTECTION. COORDINATE ALL MOTOR CONTROLLER TYPES WITH OVERLOAD PROTECTION. COORDINATE ALL MOTOR CONTROLLER TYPES AND SIZES WITH MOTOR TYPES AND SIZES.

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D.1/3 HP AND SMALLER: PROVIDE MANUAL STARTER EXCEPT USE MAGNETIC 1/3 HP AND SMALLER: PROVIDE MANUAL STARTER EXCEPT USE MAGNETIC TYPE WHERE AUTOMATICALLY CONTROLLED.

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1)MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH OVERLOAD MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH OVERLOAD PROTECTION AND PILOT LIGHT.

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E.1/2 HP AND LARGER: PROVIDE MAGNETIC STARTER.1/2 HP AND LARGER: PROVIDE MAGNETIC STARTER.

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1)COMBINATION UNFUSED DISCONNECT SWITCH AND MAGNETIC STARTER COMBINATION UNFUSED DISCONNECT SWITCH AND MAGNETIC STARTER EXCEPT AS NOTED.

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2)OVERLOAD PROTECTION IN EACH PHASE LEG WITH RESET IN OVERLOAD PROTECTION IN EACH PHASE LEG WITH RESET IN ENCLOSURE.

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3)HOA SELECTOR SWITCH FOR AUTOMATICALLY OPERATED MOTORS. HOA SELECTOR SWITCH FOR AUTOMATICALLY OPERATED MOTORS. SAFETY CONTROLS COMMON TO BOTH CONTROLS.

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4)RED, GREEN AND AMBER PILOT LIGHTS.RED, GREEN AND AMBER PILOT LIGHTS.

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5)SWITCHES: HORSE-POWER-RATED, EXTERNAL PADLOCKING TYPE.SWITCHES: HORSE-POWER-RATED, EXTERNAL PADLOCKING TYPE.

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6)HOLDING COILS: 10 WATT, 120 VOLT.HOLDING COILS: 10 WATT, 120 VOLT.

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7)CONTACTS: MAIN LINE AND MINIMUM (2) - NORMALLY OPEN, (2) - CONTACTS: MAIN LINE AND MINIMUM (2) - NORMALLY OPEN, (2) - NORMALLY CLOSED 10 AMP AUXILIARIES, IN ADDITION TO CONTACTS REQUIRED FOR CONTROLS SPECIFIED.

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8)CONTROL TRANSFORMER: FOR MOTORS OVER 120 VOLTS, TO STEP CONTROL TRANSFORMER: FOR MOTORS OVER 120 VOLTS, TO STEP DOWN CONTROL VOLTAGE TO 120 VOLTS; OF THE REQUIRED CAPACITY, WITH FUSE AND GROUND CONNECTION ON VOLTAGE SIDE.

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9)FUSES: SIMILAR TO BUSSMAN.FUSES: SIMILAR TO BUSSMAN.

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10)RELAYS TO SUPPLEMENT AUXILIARY CONTACTS IN CONTROLLER. RELAYS TO SUPPLEMENT AUXILIARY CONTACTS IN CONTROLLER. MINIMUM 10-WATT COIL AND TWO 10 AMP CONTACTS.

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11)TERMINALS: SUITABLE FOR CONDUCTORS NOTED AND AS APPROVED.TERMINALS: SUITABLE FOR CONDUCTORS NOTED AND AS APPROVED.

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F.ACCEPTABLE MANUFACTURERSACCEPTABLE MANUFACTURERS

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1)CUTLER-HAMMER.CUTLER-HAMMER.

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2)SQUARE D.SQUARE D.

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3)ALLEN BRADLEY.ALLEN BRADLEY.

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12.EQUIPMENTEQUIPMENT

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A.FANSFANS

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1)GENERAL (APPLIES TO ALL FAN TYPES EXCEPT AS NOTED).GENERAL (APPLIES TO ALL FAN TYPES EXCEPT AS NOTED).

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a.PROVIDE CENTRIFUGAL TYPE, NON-OVERLOADING DESIGN PROVIDE CENTRIFUGAL TYPE, NON-OVERLOADING DESIGN EXCEPT AS NOTED WITH MINIMUM CAPACITIES AS NOTED AND WITH CERTIFIED RATINGS BY AMCA. WHEEL SHALL BE FACTORY BALANCED STATICALLY AND DYNAMICALLY. BRAKE HORSEPOWER RATINGS SHALL NOT BE MORE THAN 5 PERCENT ABOVE WHAT IS NOTED ON DRAWINGS. DRIVES SHALL BE MATCHED, MULTIPLE V-BELT DRIVE UNLESS OTHERWISE NOTED WITH MINIMUM CAPACITY OF 1.4 TIMES RATED MOTOR HP. PULLEYS SHALL BE CAST IRON.

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b.MOTOR PULLEY SHALL BE VARIABLE PITCH DIAMETER EXCEPT MOTOR PULLEY SHALL BE VARIABLE PITCH DIAMETER EXCEPT FANS WITH VARIABLE INLET VANES. SUPPLY AND INSTALL ONE FIXED PITCH PULLEY CHARGE AS REQUIRED PER FAN TO BALANCE SYSTEMS. COMPANION SHEAVES SHALL MAINTAIN BELTS PARALLEL. BELT GUARDS SHALL BE IN COMPLIANCE WITH OSHA REGULATIONS AND WITH TACHOMETER OPENING FOR FAN SPEED MEASUREMENTS. MANUFACTURER SHALL PROVIDE REPLACEMENT FIXED PITCHED SHEAVES WHERE NEEDED TO BALANCE SYSTEM.

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c.PROVIDE REMOVABLE FLANGED SCREENS AT INLETS OR PROVIDE REMOVABLE FLANGED SCREENS AT INLETS OR OUTLETS WHERE NO CONNECTING DUCTWORK IS INDICATED.

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d.BEARINGS BALL ROLLER OR TAPER. PROVIDE PRESSURE TYPE BEARINGS BALL ROLLER OR TAPER. PROVIDE PRESSURE TYPE LUBRICATING FITTINGS WITH PRESSURE RELIEF FITTINGS EXTENDED TO ACCESSIBLE LOCATIONS. MINIMUM L-10 LIFE RATING; 50,000 HOURS PER AFBMA STANDARD B-10 OR 250,000 HOURS AVERAGE (B-50) LIFE AT MAXIMUM CATALOG RATING.

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2)ROOF MOUNTED CENTRIFUGAL EXHAUST FANS SHALL BE OF SPUN ROOF MOUNTED CENTRIFUGAL EXHAUST FANS SHALL BE OF SPUN ALUMINUM CONSTRUCTION WITH BACKWARD INCLINED, NON-OVERLOADING FAN WHEELS, ADJUSTABLE BELT DRIVE OR DIRECT DRIVE, MOTOR OUT OF AIR STREAM, INTERNAL VIBRATION ISOLATION, BIRD SCREEN, PREFABRICATED ROOF CURB, SELF-ACTING BACKDRAFT DAMPER AND MOTOR DISCONNECT SWITCH.





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