VILLAGE OF CELORON...a-201 exterior elevations a-301 sections and details mechanical m-001 mechanical legend sheet m-101 mechanical plans ... louvers or other items inserted in an

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NEW PARK AMENITIES BUILDING

21 BOULEVARD AVE

CELORON , NY 14720

VILLAGE OF CELORON

LABELLA PROJECT NUMBER: 2182911

ISSUED FOR:

BID / CONSTRUCTION

PROJECT LOCATIONGENERAL

G-001 COVER SHEET

G-002 NOTES, SYMBOLS AND ABBREVIATIONS

CIVIL

C-100 PLANTING PLAN

C-101 SITE GRADING PLAN AND DETAILS

STRUCTURAL

S-001 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DESIGN CRITERIA

S-002 TYPICAL CONCRETE & MASONRY DETAILS

S-003 TYPICAL WOOD FRAMING DETAILS

S-101 FOUNDATION / FIRST FLOOR PLAN

S-102 ROOF FRAMING PLAN

S-201 SECTIONS

ARCHITECTURAL

A-101 FLOOR PLAN AND SCHEDULES

A-102 REFLECTED CEILING PLAN, ROOF PLAN AND DETAILS

A-201 EXTERIOR ELEVATIONS

A-301 SECTIONS AND DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND SHEET

M-101 MECHANICAL PLANS

ELECTRICAL

E-001 ELECTRICAL NOTES, SYMBOL LEGEND, & ABBREVIATIONS

E-100 ELECTRICAL SITE PLAN

E-101 ELECTRICAL FLOOR PLAN

E-102 ELECTRICAL SCHEDULES

PLUMBING

P-001 PLUMBING LEGEND SHEET

P-002 PLUMBING SITE PLAN

P-101 PLUMBING PLAN

P-501 PLUMBING DETAILS

DRAWING INDEX

NYS DOS Contract Number: C1001143

Note: This drawing was prepared with funding provided

by the New York State Department of State under Title

11 of the Environmental Protection Fund.

UNLESS OTHERWISE NOTED, ALL MASONRY DIMENSIONING IS NOMINAL TO FACE OF MASONRY, ALL NON-MASONRY DIMENSIONING IS TO FACE OF PARTITIONS OR WALLS AND ALL CONCRETE DIMENSIONING IS FACE TO FACE OF WALL.

ALL DIMENSIONS ARE TO THE OUTSIDE FINISH SURFACE OF WALLS OR TO COLUMN CENTERLINES.

ALL DIMENSIONS ARE FINISHES DIMENSIONS FROM FINISH FACE OF GYPSUM BOARD OR SCHEDULED WALL FINISH UNLESS OTHERWISE NOTED.

PROVIDE CONCEALED BLOCKING IN ALL STUD PARTITIONS AND WALLS BEHIND SURFACE FOR SEMI-RECESSED, FULLY RECESSED OR SURFACE MOUNTED ACCESSORIES AND MILLWORK.

DIMENSIONS NOTED AS “CLEAR” ARE TO FINISHED SURFACE AND ARE CRITICAL FOR ACCESSIBILITY REQUIREMENTS OR BUILT-IN FURNISHINGS.

CONTRACTOR SHALL FIELD VERIFY FINISHED DIMENSIONS AND CLEARANCES IN SPACES INDICATED TO RECEIVE BUILT-IN FURNISHINGS OR CASEWORK PRIOR TO FABRICATION.

ALL ENDS OF MASONRY WALLS THAT WILL BE EXPOSED TO VIEW UPON COMPLETION OF WORK SHALL BE PLAIN END UNITS.

FINISHED DOOR OPENINGS SHALL BE NOMINAL 6” FROM FINISHED CORNER OF ROOM EXCEPT WHERE DIMENSIONED OTHERWISE.

SEALANT SHALL BE PROVIDED AT THE INTERIOR AND EXTERIOR PERIMETER OF ALL WINDOWS, DOOR FRAMES, LOUVERS OR OTHER ITEMS INSERTED IN AN EXTERIOR WALL.

WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK, WITHIN 2'-0” OF GRADE AND IN OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED LUMBER OR PLYWOOD.

INSTALL ALL WORK AS INDICATED AND VERIFY EXACT LOCATION AND ELEVATIONS ON THE JOB.

DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS AND SPECIFIED MATERIALS. CONTACT THE ARCHITECT IF ADDITIONAL DIMENSIONS ARE REQUIRED.

COORDINATE ALL DOOR HARDWARE, TRIM AND FINISHES TO MEET INTENT AND COMPLIANCE.

FIRST FLOOR LEVEL DATUM ELEVATION (0'-0") IS EQUAL TO ACTUALELEVATION (1312.5'). ARCHITECTURAL ELEVATIONS U.O.N. ARE TAKEN FROM FINISHED FIRST FLOOR LEVEL DATUM ELEVATION (0'-0").

TRUSS IDENTIFICATION SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH TITLE 19 NYCRR PART 1264 AND APPENDIX H OF THE FIRE CODE OF NEW YORK STATE 2010. TRUSS IDENTIFICATION SIGNS SHALL BE LOCATED AT BUILDING ENTRANCE DOORS, EXTERIOR DISCHARGE DOORS AND FIRE DEPARTMENT HOSE CONNECTIONS.

A. ATTACH SIGN TO FACE OF DOOR, OR ATTACHED TO A SIDELIGHT OR FACE OF THE BUILDING NOT MORE THAN 12 INCHES HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING SURFACES.

B. ATTACH SIGN AT EACH END OF A ROW OF DOORS AT A MAXIMUM HORIZONTAL DISTANCE OF 12 FEET BETWEEN SIGNS, AND NOT LESS THAN 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING SURFACE.

C. AT FIRE DEPARTMENT HOSE CONNECTIONS ATTACH TO THE FACE OF BUILDING, NOT MORE THAN 12 INCHES HORIZONTALLY FROM THE CENTER LINE OF THE FIRE DEPARTMENT HOSE CONNECTION, AND NOT LESS THAN 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING SURFACE.

D. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE 6 INCHES IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) # 187. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE STURDY, NON-FADING, WEATHER RESISTANT MATERIAL.

F. SIGNS SHALL CONTAIN THE ROMAN ALPHANUMERIC DESIGNATION OF THE CONSTRUCTION TYPE OF THE BUILDING, IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF TYPES SET FORTH IN SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2010, AND AN ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPONENTS THAT ARE OF TRUSS CONSTRUCTION AS FOLLOWS:

"F" SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS

"R" SHALL MEAN ROOF FRAMING

"FR" SHALL MEAN FLOOR AND ROOF FRAMING

G. THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT TWELVE O'CLOCK POSITION OVER THE STRUCTURAL COMPONENT DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION. REFER TO FOLLOWING SYMBOL FOR THIS BUILDING:

GENERAL ARCHITECTURAL NOTES

IIBR

ROMAN ALPHANUMERIC DESIGNATION OF CONSTRUCTION

ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPONENTS THAT ARE TRUSS CONSTRUCTION

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

CONSTRUCTION SHALL CONFORM TO THE “NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE”, LATEST REVISION, THE NEW YORK STATE ENERGY CODE AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THE PROJECT IS BEING CONSTRUCTED.

CONSTRUCTION SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

ALL DRAWINGS ARE GRAPHIC REPRESENTATIONS OF APPROXIMATE LOCATIONS OF NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTORS ARE RESPONSIBLE FOR ALL MATERIALS, CONSTRUCTION METHODS AND CRAFTSMANSHIP.

CONTRACTORS ARE TO VERIFY ALL EXISTING CONDITIONS, REQUIREMENTS, NOTES, CODES AND DIMENSIONS, PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT IF CONDITIONS VARY FROM THOSE SHOWN ON THE DOCUMENTS.

THOROUGHLY COORDINATE WORK WITH OTHER TRADES AND DETERMINE THE EXACT ROUTE AND LOCATION OF UTILITIES, MATERIALS AND EQUIPMENT BEFORE FABRICATION AND INSTALLATION.

CONTRACTORS PROVIDE ALL BLOCKING, FURRING AND SHIMMING FOR INSTALLATION AND COMPLETION OF WORK.

ALL NEW WORK SHALL BE PLUMB, LEVEL AND SQUARE. SCRIBE AND MAKE FIT ALL NEW TO EXISTING.

CONTRACTORS VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND MEASUREMENTS INDICATED ON THE DRAWINGS.

ALL DETAILS ARE SUBJECT TO CHANGE DUE TO EXISTING FIELD CONDITIONS. CONTRACTOR MUST NOTIFY ARCHITECT OF SAME.

THESE DRAWINGS DO NOT PURPORT TO SHOW ALL ITEMS AND PROCEDURES REQUIRED FOR A COMPLETE INSTALLATION. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE GENERAL ARCHITECTURAL DESIGN CONCEPT, THE LOCATION/DIMENSIONS OF THE CONSTRUCTION AND MAJOR ELEMENTS OF CONSTRUCTION.

CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS ASSOCIATED WITH THE WORK OF THEIR CONTRACT.

ITEMS NOTED AS 'BY OWNER” ARE TO BE FURNISHED AND INSTALLED BY THE OWNER OR THE OWNER'S VENDOR.

GENERAL CONSTRUCTION NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

TOILET TISSUE/ GRAB BAR

GRAB BAR MIRROR PAPER TOWELDISPENSER /

WASTE CONTAINER

VISIBLEALARM SIGNAL

LAVATORY

INSULATE HOT WATER & DRAIN PIPES (TYP.)SEE PLUMBING DWGS. (B

OT

TO

M O

F R

EFL

. S

UR

FAC

E)

SEAT HGT.

FLOOR MOUNT W.C.

FINISH FLOOR

FACE OF WALL

SOAP DISPENSER

CL

EYE LEVEL

HANDLE

ARMREST

STD. WHEELCHAIR DIMENSIONS

REQUIREDCLEARSPACE

48

" IF

DO

OR

HA

SC

LOS

ER

& L

AT

CH

54

" IF

DO

OR

HA

SC

LOS

ER

& L

AT

CH

CLEARFLOORSPACE

12" MIN. IF DOOR HASCLOSER & LATCH

LAVATORY CLEARANCE DOOR CLEARANCE(SIDE APPROACH)

DOOR CLEARANCE (FRONT APPROACH)URINAL

HC

H

GT

.

HC

HG

T.

TO CONTROL MECHANISM

DRINKING FOUNTAIN

TO CONTROL MECHANISM

FACE OF WALL

REQUIREDCLEARSPACE

REQUIREDCLEARSPACE

REQUIREDCLEARSPACE

SPOUT HEIGHT

WHEELCHAIR ACCESSIBLE

STANDARD/STANDING

CL

14"-19" @ CHILDREN'S

11"-17" @ CHILDREN'S

36

"

15

"

(MIN

.)

8"

42"12"

17

" T

O 1

9" 4

0"

27

" C

LEA

R

34

" M

AX

.

40

" (M

AX

.)

17

"

40

"

88

" M

IN.

/ 9

6"

MA

X

24"

18"

36

"

26

"

42" 6"

18

"8

"

19

" 27

" 43

" -

51

"

30

"36

"

27

" M

IN.

9"

MIN

.

6" MAX. TOE CLR.

8" MIN. KNEE CLR.

17" MIN.

24"

(MIN.)

32"

(CLEAR)

42

" (M

IN.)

22"

(MIN.)

48

" (M

IN.)

15" MIN.

17

" M

IN.

19

" M

AX

.

18" (MIN.)32"

(CLEAR)

48

" (M

IN.)

60

" (M

IN.)

48

" M

IN.

30" MIN.

40"

40

"

17

"

24

" S

TA

ND

AR

D

44

"

27

" C

LR.

34

" M

AX

.

11"

MIN.

36

" M

AX

.

38

" M

IN./

43

" M

AX

.

1'-6"18

"

NOTES:1. LOCATE SIGN ON WALL ON LATCH SIDE OF DOOR MAXIMUM 18" FROM EDGE OF DOOR.2. PROVIDE VANDAL-RESISTANT FASTENERS OR ANCHORS TO SUIT MOUNTING SURFACE.

WHITE

BLUE OR BLACK BACKGROUND

CENTERED @ 5'-0" A.F.F.

WHITE

6" - 8" 6" - 8"

6" -

8"

6" -

8"

GENERAL SIGNAGE DETAIL:

MATERIAL SYMBOLS

CONCRETE MASONRY UNITS(CMU)

CONCRETE

BRICK

CEMENT, SAND, GROUT, PLASTER, OR GYPSUM WALL BOARD

EARTH

STONE, GRAVEL, OR POROUS FILL

CARPET

PLYWOOD

WOOD (FINISHED)

WOOD (ROUGH)

RIGID INSULATION

BATT. OR LOOSE INSULATION

STEEL

WOOD (BLOCKING)

PARTICLE BOARD

ARCHITECTURAL DRAWINGS SYMBOLSMATCH LINE

ELEVATION LINE

COLUMN LINE REFERENCES

DOOR TAGS

BUILDING SECTIONS

WALL SECTIONS

ARCHITECTURAL ABBREVIATIONSA

0

X-XXX

0

X-XXX

0

X-XXX

21DETAIL NO

SHEET NO

DETAIL NO

SHEET NO

A

B

FINISH FACE OF NEW WALL(U.O.N.)

NOMINAL FACEOF MASONRY AND CONCRETE

WALL / PARTITIONS(U.O.N.)

CENTERLINE OF NEW COLUMNS(U.O.N.)

TYPICAL PLAN DIMENSIONING

NOMINAL FACE OF EXISTING PARTITION

(U.O.N.)

B

A: AreaAB: Anchor BoltABV: AboveACC: AccessACOUST: AcousticalACR: AcrylicACST: AcousticACT: Acoustical TileAD: Access DoorADH: AdhesiveADJ: Adjust, Adjustable, AdjacentAFF: Above Finished FloorAGGR: AggregateALT: AlternateALUM: AluminumANOD: AnodizedAP: Access PanelAPPROX: ApproximateACT: Acoustical Ceiling Tile

BDRM: BedroomBETW: BetweenBF: Board FootBIT: BituminousBLDG: BuildingBLKG: BlockingBOT: BottomBPL: Bearing PlateBRG: BearingBRK: BrickBRZ: BronzeBS: Both SidesBSMT: BasementBUR: Built-up Roof

C/C: Center to CenterCAB: CabinetCAR: CarpetCAV: CavityCCW: Counter ClockwiseCCTV: Closed Circuit TVCEM: CementCER: CeramicCF: Cubic FeetCHAM: ChamferCJ: Control JointCK: CaulkingCL: CenterlineCLG: CeilingCLKG: CaulkingCLR: ClearCLR OPG: Clear OpeningCMT: Ceramic Mosaic TileCMU: Concrete Masonry UnitCOL: ColumnCONC: ConcreteCONSTR: ConstructionCONT: ContinuousCONTR: ContractorCOP: CopperCPR: CopperCPT: CarpetCT: Ceramic TileCW: Clockwise

EA: EachEB: Expansion BoltEE: Each EndEF: Each FaceEIFS: Exterior Insulation and Finish SystemEJ: Expansion JointEL: Elevation, ElevatorELEC: ElectricalELEV: Elevator, ElevationENCL: EnclosureEPDM: Ethylene Propylene Diene MonomerEQ: EqualEQUIP: EquipmentETR: Existing To RemainEW: Each WayEXG: ExistingEXH: ExhaustEXIST: ExistingEXP: Exposed

GA: Gauge, GageGALV: GalvanizedGC: General ContractorGL: GlassGL BLK: Glass BlockGRND: GroundGRTG: GratingGVL: GravelGYP: GypsumGYP BD: Gypsum Board

WINDOW TAG/LOUVER TAG

DETAIL SECTIONS0

X-XXX

DETAIL NO

SHEET NO

P. LAM: Plastic LaminatePAR: ParallelPBD: Particle BoardPERIM: PerimeterPERP: PerpendicularPL: PlatePLBG: PlumbingPLYWD: PlywoodPLUMB: PlumbingPR: PairPREFAB: PrefabricatedPRES: PressurePRESS: PressurePRMLD: PremoldedPRTN: PartitionPSF: Pounds per square footPSI: Pounds per square inchPT: PAINTPTD: Painted, Paper Towel DispenserPTD/R: Combination Paper Towel Dispenser/ReceptaclePTN: Partition

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

DETAIL CALL OUTS

DETAIL NO0

X-XXX

DETAIL NO

SHEET NO

3

X-XXX2 4

1

SHEET NO

WALL TYPE

ROOM TAGROOM #

ROOM AREA

REVISION SYMBOL AND CLOUD

C

D

E

F

G P

H

I

J

L

M

N

O

Q

R

S

T

DBL: DoubleDEG: DegreeDEMO: DemolitionDF: Drinking FountainDIAG: DiagonalDIA: DiameterDIAM: DiameterDIFF: DiffuserDN: DownDR: DoorDWG: DrawingDWGS: DrawingsDWR: Drawer

FB: Face BrickFD: Floor drainFDC: Fire Department ConnectionFDN: FoundationFDTN: FoundationFE: Fire ExtinguisherFEC: Fire Extinguisher CabinetFFE: Finished Floor ElevationFF&E: Fixtures, Furnishings & EquipmentFFL: Finished Floor LineFGL: FiberglassFHC: Fire Hose CabinetFIN: Finish, finishedFIXT: FixtureFL: FloorFLR: FloorFO: Finished OpeningFOF: Face of FinishFOS: Face of StudsFP: FireproofFRT: Fire RetardantFT: Foot, Feet,FTG: Footing, FittingFURN: Furnish, FurnitureFURR: Furring

HDCP: Handicapped (better called "Accessible")HDW: HardwareHDWD: HardwoodHGT: HeightHM: Hollow MetalHORIZ: HorizontalHR: HourHWD: Hardwood

ID: Inside DiameterIN: InchINCL: IncludeINFO: InformationINSTL: InstallINSUL: InsulationINT: InteriorINTERM: Intermediate

JAN: JanitorJC: Janitor's ClosetJT: Joint

LAB: Laboratory, LaborLAV: LavatoryLB: Pound (weight)LBL: LabelLINO: LinoleumLNTL: LintelLVT: Luxury Vinyl Tile

MAINT: MaintenanceMAN; ManualMAR: MarbleMARB: MarbleMAS: MasonryMAT: MaterialMATL: MaterialMAX: MaximumMECH: MechanicalMEMB: MembraneMFD: ManufacturedMFG: Manufacturer, ManufacturingMFR: Manufacture, ManufacturerMI: Malleable Iron, MilesMIKE: MicrophoneMIN: MinimumMIR: MirrorMISC: MiscellaneousMK: MarkML&P: Metal Lath & PlasterMLD: MoldingMLDG: MoldingMM: MillimeterMMB: MembraneMO: Masonry OpeningMOD: ModuleMONO: MonolithicMOV: MovableMP: Metal Acoustical PanelMPS: Medium Pressure SteamMR: Mop ReceptorMRD: Metal Roof DeckMT: Mount, MountedMTD: MountedMTL: Material, MetalMTR: MotorMUL: MullionMULL: MullionMV: Mercury VaporMWP: Maximum Working PressureMWK: Millwork

N: North, NitrogenNAP: NapkinNAT: NaturalNATL: NaturalNB: "Nota Bene" Latin phrase for "Take Special Note"NC: Normally Closed, Noise CriteriaNEC: National Electrical CodeNEUT: NeutralNF: Near FaceNFWH: Non-freeze Wall HydrantNI: NickelNIC: Not In ContractNK: NeckNMT: Non-MetallicNO: Number, Normally OpenNOM: NominalNR: Noise ReductionNRC: Noise Reduction CoefficientNTS: Not To Scale

OB: ObscureOBS: ObscureOC: On CenterOD: Outside DiameterOF: Outside FaceOFF: OfficeOH: OverheadOHD: Overhead DoorOPNG: OpeningOPP: OppositeOPP H: Opposite HandO.S.C.I. Owner Supplied,

Contractor Installed

QUAL: QualityQT: Quarry Tile, QuartQTY: Quantity

RB: Rubber BaseRCP: Reflected Ceiling PlanRD: Roof Drain, Round, Receptacle Distribution PanelREBAR: Reinforcing BarREF: Refer, Reference, RefrigeratorREFL: Reflected,REFR: Refrigerate, RefrigeratorREINF: Reinforcement, or ReinforceREQD: RequiredRESIL: ResilientRF: RoofRGH: RoughRGH OPNG: Rough OpeningRO: Rough OpeningRT: Rubber Tile

SALV: SalvageSCHED: ScheduleSF: Square FootSHR: ShowerSHT: SheetSPEC: Specification, SpecificationsSPECS: SpecificationsSQ: SquareSS: Stainless SteelSTC: Sound Transmission ClassSTD: StandardSTL: SteelSTOR: StorageSTRT: StraightSTRUC: StructuralSTRUCT: StructuralSUR: SurfaceSUSP: Suspended, Suspend

T&B: Top and BottomT&G: Tongue & GrooveTB: Towel BarTD: Trench DrainTERR: TerrazzoTHK: Thick, ThicknessTHRU: ThroughTLT: ToiletTPD: Toilet paper DispenserTPH: Toilet Paper HolderTPTN: Toilet PartitionTYP: TypicalTZ: Terrazzo

UNFIN: UnfinishedUNO: Unless Noted OtherwiseUON: Unless Otherwise NotedUP: UnpaintedUR: Urinal

VAT: Vinyl Asbestos TileVBC: Vinyl Base (Coved)VCT: Vinyl Composition TileVERT: VerticalVEST: VestibuleVIF: Verify In the FieldVT: Vinyl TileVTR: Vent Through RoofVWC: Vinyl Wall Covering

W/: WithW/O: WithoutWAINS: WainscotWC: WaterclosetWD: Wood

U

V

W

A101

1SIM

CS12.0b

W-

ROOM NAME123

150 SF

100

KEYNOTE###

500 East Sixth StreetJamestown, NY 14701716-483-3153

labellapc.com

DRAWING NAME:

It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect, professional engineer, or land

surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or

land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the

item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the

alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

NYS DOS CONTRACT NO.: C1001143

NOTE: THIS DRAWING WAS PREPARED WITH FUNDING PROVIDED BY THE NEW YORK STATE DEPARTMENT OF STATE UNDER TITLE 11 OF THE ENVIRONMENTAL PROTECTION FUND.

4/23

/201

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NOTES, SYMBOLS &

ABBREVIATIONS

TEE

DNM

APRIL 26, 2019

BID / CONSTRUCTION

2182911

21 Boulevard Ave, Celoron 14720


VILLAGE OF CELORON

© 2019 LaBella Associates

TYP. MOUNTING FOR HC ACCESSIBLE FIXTURES

SCALE: 1" = 1'-0"G-002

1 TOP OF CMU. WALL TYP.

Revisions

NO: DATE: DESCRIPTION:

LINDSEY PLACE

NEW AMENITIESBUILDING

F.F.E. = 1312.5'

1312

1313

1313 1312

1312

1312

1312

PRF

HEDGE

FLAGPOLES

CONC.MONUMENT

ASPHALT

GARDEN

CONC.

EXIS

T. A

SPHA

LT T

O RE

MAI

N

ASPHALT

GRASS

GRASS

GRASS

CONCRETE

21

4'-0

" +

/-TO

C

OF

BLV

D A

VE.

L

RESTORE GRASS/LAWNAREA WITHIN PROJECT LIMIT LINES

PLANTING(ALTERNATE #2)

PLANTING(ALTERNATE #2)

FLUSH

FLUSH

FLUSH

PROTECT TREESDURING CONSTRUCTION

ASPHALT PAVEMENT

ASPHALT PAVEMENT

15' - 0"

1' - 6" (TYP.)

PROJECT LIMIT LINES

GRASS

CHAUTAUQUA LAKE

EXIST. PUBLIC DOCK

EXIST. LIGHTHOUSE

EXIST. SUMMER WIND DOCK

EXIST. BANDSHELL

EXIST. PAVILION

EXIST. BASKETBALL

COURT

EXIST. LUCY STATUE.

EXIST. AMY KINGMEMORIAL

EXIST. BOAT LAUNCH

EXISTING PARKING LOT

EXIST. BUILDING

EXIST. SUMMERWINDTICKET OFFICE

EXIST. RESTROOMS

EXIST. BASEBALL FIELD

EXIST. VETERANS MEMORIAL

EXIST. BLEACHER

EXIST. BLEACHER

EXIST. DUGOUT

EXIST. DUGOUTEXIST. SIGNAND PLANTINGS

EXIST. DOCK WALL

EXIST.PLAYGROUND

EXIST. 5'-0"CHAINLINKFENCE

BOULEVARD AVE

DU

NH

AM

AV

EEXIST. STO. SHED

EXIST. CONCESSION STAND

LINSEY STREET

NEW AMENITIES BUILDLING LOCATION

70' -

0" +

/-

30' - 0" +/-

SECURE FENCINGAND LOCKABLE ACCESS GATE

CONTRACTOR STAGING AREA

TEMPORARY CONSTRUCTION DRIVE (SEE 2/C-100)

STABILIZED CONSTRUCTION ENTRANCE (SEE 5/C-101)


labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:



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SITE AND GRADING PLAN

TEE

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APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

N

SCALE: 1" = 10'-0"C-101

1 SITE / GRADING PLAN

NOT TO SCALEC-101

2 TEMPORARY SOIL STOCKPILE

NOT TO SCALEC-101

4 SILT FENCE DETAILNOT TO SCALEC-101

5 STABILIZED CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALEC-101

3 ASPHALT SIDEWALK DETAIL

Revisions


SCALE: 1" = 80'-0"C-101

6 SITE KEYPLAN

B-X

STRUCTURAL SYMBOLS LEGEND

SOIL BORING LOCATION & NUMBER

BOTTOM OF FOOTING ELEVATION

LATERAL FRAME MOMENT CONNECTION

GRAVITY MOMENT CONNECTION

ONE-WAY SPAN DIRECTION

TWO-WAY SPAN DIRECTION

STEP IN ELEVATION

RAMP DOWN

RAMP UP

STRUCTURAL SECTION

STRUCTURAL ELEVATION

DETAIL CALLOUTA101

1 SIM

1

A101

SIM

1

A101

SIM

STRUCTURAL ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

ADJ ADJACENT

ADDL ADDITIONAL

ALT ALTERNATE

AB ANCHOR BOLT

BRG BEARING

ARCH ARCHITECT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONST JT CONSTRUCTION JOINT

CJ CONTROL JOINT

CU YD CUBIC YARD

DIA DIAMETER

DWG DRAWING

EL ELEVATION

EF EACH FACE

EQ EQUAL

EW EACH WAY

EOD EDGE OF DECK

EOS EDGE OF SLAB

EXIST EXISTING

EXP EXPANSION

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

GC GENERAL CONTRACTOR

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

JT JOINT

IF INSIDE FACE

L ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

FS FAR SIDE

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

NIC NOT IN CONTRACT

NS

OC ON CENTER

NEAR SIDE

OF OUTSIDE FACE

PL PLATE

R RADIUS

RD ROOF DRAIN

RO ROUGH OPENING

SIM SIMILAR

SOG SLAB ON GRADE

SYMM SYMMETRICAL

STD STANDARD

T&B TOP & BOTTOM

TRANS TRANSVERSE

TYP TYPICAL

VIF VERIFY IN FIELD

UNO UNLESS NOTED OTHERWISE

WP WORK POINT

VERT VERTICAL

WD WOOD

WWF WELDED WIRE FABRIC

TOS TOP OF STEEL

TOW TOP OF WALL

TOL TOP OF LEDGEFTG FOOTING

SC SLIP CRITICAL

LW LIGHT WEIGHT

P PIER (CONCRETE)

MP MASONRY PIER

DIM DIMENSION

ES EACH SIDE

STRUCTURAL DESIGN CRITERIA

NOTE: ALL LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE "BUILDING CODE OF NEW YORK STATE" (2015)AND THE "2017 NEW YORK STATE SUPPLEMENT"

TYPE DESCRIPTION DESIGN CRITERIA

FLOOR LIVE LOAD

ROOF LIVE LOAD

SNOW LOAD

WIND LOAD

WIND LOAD

EARTHQUAKE LOAD

RESTROOMS

STORAGE

ROOF CONSTRUCTION LOAD

RISK CATEGORY / IMPORTANCE FACTOR

GROUND SNOW LOAD

SNOW EXPOSURE FACTOR

THERMAL FACTOR

FLAT ROOF SNOW LOAD

DRIFTING SNOW

RISK CATEGORY

BASIC WIND SPEED (3-SECOND GUST)

WIND EXPOSURE CATEGORY

MAXIMUM WIND PRESSURE

MAXIMUM WIND PRESSURE FOR WALLS (EFF. AREA = 10 FT2)

MAXIMUM WIND PRESSURE FOR ROOFING (EFF. AREA = 10 FT2)

RISK CATEGORY / IMPORTANCE FACTOR

DESIGN SPECTRAL RESPONSE COEFFICIENT (Sds)

DESIGN SPECTRAL RESPONSE COEFFICIENT (Sd1)

SOIL SITE CLASSIFICATION

SEISMIC DESIGN CATEGORY

BASIC SEISMIC - FORCE RESISTING SYSTEM

RESPONSE MODIFICATION FACTOR (R)

ANALYSIS PROCEDURE

DESIGN SEISMIC BASE SHEAR

60 PSF

125 PSF

20 PSF

II / 1.0

57 PSF

1.0

1.10

48 PSF

PER ASCE 7 AS REQ'D

II

115 MPH

C

PER ASCE 7

PER ASCE 7

PER ASCE 7

II / 1.0

0.223 g

0.119 g

E

B

TABLE 12.2-1 (TYPE A9)

2.0

EQUIV. LATERAL FORCE

3.3 KIPS

(MWRS)

(COMPONENT & CLADDING)

COPYRIGHT C 2019 SIRACUSE ENGINEERS, PCALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED OR COPIED IN ANY FORM BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF SIRACUSE ENGINEERS, PCREPRODUCTION OF THIS DRAWING FOR USE IN THE PRODUCTION OF SHOP DETAILS AND ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN.


labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:



4/26

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SYMBOLS,

ABBREVIATIONS, GENERAL

NOTES & DESIGN CRITERIA

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

GENERAL NOTES1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE

STRUCTURAL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE (2015 EDITION).

2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE LOADS INDICATED IN THESTRUCTURAL DESIGN CRITERIA.

3 CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS ANDDIMENSIONS PRIOR TO THE START OF CONSTRUCTION AND THE FABRICATION OF ANYMATERIALS. NOTIFY ENGINEER OF ANY EXISTING CONDITION DISCREPANCIES.

4 THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THECONSTRUCTION OF THE BUILDING HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTUREPRIOR TO COMPLETION IS SOLEY THE RESPONSIBILITY OF THE CONTRACTOR. THISRESPONSIBILITY EXTENDS TO ALL RELATED ASPECTS OF THE CONSTRUCTION ACTIVITYINCLUDING BUT NOT LIMITED TO, ERECTION METHODS, ERECTION SEQUENCE, TEMPRORARYBRACING, SHORING, FORMS, USE OF EQUIPMENT AND SIMILAR CONSTRUCTIONPROCEDURES.

5 THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND INSTALLING ALLTEMPRORY SHORING THAT IS REQUIRED DURING CONSTRUCTION.

6 JOBSITE SAFETY AND CONSTRUCTION MEANS AND METHODS ARE SOLEY THERESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE ENGINEERIS FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, NOT TO REVIEW THECONTRACTOR'S PROVISIONS FOR JOB SITE SAFETY AND CONSTRUCTION PROCEDURES.LACK OF COMMENT BY THE ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL.

7 LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO REQUIREMENTS OF OTHERNON-STRUCTURAL DISCIPLINES ARE SHOWN FOR REFERENCE ONLY. THESE PLANS DO NOTSHOW THE FULL SCOPE OF OPENINGS IN ROOFS, FLOORS AND WALLS. FOR SIZE ANDLOCATION OF ALL OPENINGS SEE ARCHITECTURAL AND MEP DRAWINGS. THE CONTRACTORSHALL OBTAIN FROM THE MEP AND OTHER TRADES THE FINAL APPROVED SIZE ANDLOCATION OF ALL OPENINGS AND WORK TO BE PROVIDED FOR THEIR TRADE IN ROOFS,FLOORS AND WALLS WHETHER SHOWN OR NOT ON STRUCTURAL DRAWINGS. EXCESS COSTRELATED TO VARIATION IN REQUIREMENTS OR EQUIPMENT ARE NOT TO BE BORNE BY THEOWNER.

8 IF FAULTY CONSTRUCTION PROCEDURES OR MATERIAL RESULT IN DEFECTIVE WORK THATREQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES,PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT TEH STANDARD HOURLYRATE OF ADDITIONAL SERVICES. SUCH FEES MY BE WITHHELD FROM THE GENERALCONTRACTOR'S PAYMENT.

9 ONE BLACKLINE PRINT OF ALL ERECTION AND DETAIL SHOP DRAWINGS INDICATING THEFABRICATOR, MANUFACTURER, FINISH, LAYOUT AND ALL ACCESSORIES MUST BE SUBMITTEDTO AND BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR THE CHECKER'SINITIALS BEFORE SUBMISSION TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

10 THESE DRAWINGS ARE SUPPLEMENTED BY A DETAILED TECHNICAL SPECIFICATION. THENOTES SHOWN UNDER CERTAIN CATEGORIES OF WORK ARE INTENDED TO SUMMARIZE BASICREQUIREMENTS.

11 WORK SHOWN AS "TYPICAL DETAILS" APPLY THROUGHOUT THE PROJECT AS REQUIRED. WORKSHOWN AS "SECTIONS" SHALL BE CONSIDERED TO APPLY FOR THE SAME AND SIMILARCONDITIONS IN THE BUILDING.

12 SOME DETAILS OF THE WORK ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. CAREFULREVIEW AND STUDY OF THE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE OF THEWORK CAN BE COMPREHENDED.

13 DO NOT SCALE THE DRAWINGS.

FOUNDATION NOTES1 REFER TO DIVISION 31 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS OF EARTHWORK MATERIAL AND BACKFILLING.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIREDFOUNDATION TESTING AND INSPECTIONS.

3 FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE GEOTECHNICAL REQUIREMENTS STATEDIN THE PROJECT GEOTECHNICAL REPORT. SEE PROJECT SPECIFICATIONS FOR REPORT.

4 ALL FOUNDATIONS SHALL BEAR ON INORGANIC, UNDISTURBED SOILS AS DESCRIBED IN THEPROJECT GEOTECHNICAL REPORT OR ON COMPACTED STRUCTURAL FILL. ACCEPTABLEBEARING STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOTED ONPLAN AND SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACINGCONCRETE.

5 DO NOT PLACE CONCRETE ON FROZEN GROUND OR IN EXCAVATIONS CONTAINING FREESTANDING WATER. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL BEARINGGRADES AND SURROUNDING SOILS PRIOR TO AND AFTER FOUNDATIONS HAVE BEENPOURED.

6 BACKFILL FOUNDATION WALLS IN SUCH A MANNER TO MAINTAIN EQUAL LEVELS OF FILL ONEACH SIDE OF WALL. FILL LEVELS MAY VARY UP TO 1'-0" ON EITHER SIDE AT ANY ONE TIME.

7 CONCRETE SLABS AT THE TOP AND BOTTOM OF BASEMENT WALLS ARE ASSUMED TO BRACETHE WALLS. DO NOT BACKFILL BASEMENT WALLS UNTIL THESE SLABS HAVE BEEN POUREDAND ACHIEVE THEIR SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

8 LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION WORK. PROVIDEADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS.

9 WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB-SURFACE PIPING, BOTTOM OFFOOTINGS SHALL BE AT LEAST 8-INCHES BELOW ELEVATION OF PIPING UNLESS OTHERWISESHOWN ON THE CONTRACT DRAWINGS.

10 COMPLY WITH ALL OSHA STANDARDS AND REGULATIONS WHEN EXCAVATING FORFOUNDATIONS.

CONCRETE NOTES1 REFER TO DIVISION 03 OF THE PROJECT SPECIFICATIONS FOR ADDITONAL CONCRETE

REQUIREMENTS.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED CONCRETETESTING AND INSPECTIONS.

3 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OFACI 301 - "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS".

4 ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS NOTEDOTHERWISE, MUST FOLLOW THE LATEST EDITION OF THE ACI CODE AND ACI "MANUAL OFSTANDARD PRATICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.

5 "WET STICKING" DOWELS AND REINFORCING INTO CONCRETE IS NOT PERMITTED. ALLDOWELS, REINFORCING AND WELDED WIRE FABRIC MUST BE SUPPORTED AND TIED IN ITSPROPER LOCATION PRIOR TO POURING CONCRETE.

6 REFER TO CHAPTER 7 OF THE LATEST EDITION OF ACI 318 FOR MINIMUM CONCRETE COVERREQUIREMENTS.

7 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION OTHERTHAN ENTRAINED AIR.

8 DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

9 REFER TO AND COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR ALL ITEMSREQUIRED BY OTHER TRADES TO BE PLACED INTO CONCRETE PRIOR TO POURING.

10 REFER TO AND COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR ALL SLABDEPRESSIONS, WALL AND SLAB OPENINGS AND FLOOR FINISHES PRIOR TO POURINGCONCRETE.

11 PLACE CONCRETE PIERS AND WALLS MONOLITHICALLY WITH WALL REINFORCINGEXTENDING THROUGH PIER.

12 DEFLECTION OF STEEL FRAMED FLOORS WILL OCCUR DURING PLACEMENT OF CONCRETEFLOOR SLABS. PROVIDE ADDITIONAL CONCRETE AS REQUIRED TO FINISH SLABS WITHINTHE SPECIFIED TOLERANCES SET FORTH IN THE PROJECT SPECIFICATIONS. ALLOW FOR ANAVERAGE OF 1/2-INCH OF ADDTIONAL CONCRETE AT EACH FLOOR SLAB POUR.

13 SAW CUT CONTROL JOINTS FOR SLABS ON GRADE WHEN CUTTING ACTION WILL NOT TEAR,ABRADE OR OTHERWISE DAMAGE THE SURFACE OF THE CONCRETE WITH AN EARLY-ENTRYDRY-CUT SAW EQUIPPED WITH DIAMOND-RIMMED BLADES. START CUTTING WITHIN 4-HOURSOF FINISHING CONCRETE AND COMPLETE CUTTING WITHIN 12-HOURS OF FINISHINGCONCRETE. JOINTS SHALL BE CUT IN PATTERN SHOWN ON PLAN.

14 A REPRESENTATIVE FROM THE FIBER REINFORCING MANUFACTURER SHALL BE PRESENT ATTHE PRE-POUR MEETING TO ADVISE ON PLACING AND FINISHING TECHNIQUES OFCONCRETE CONTAINING FIBER REINFORCING.

REINFORCED MASONRY NOTES1 REFER TO DIVISION 04 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL REINFORCED

MASONRY REQUIREMENTS.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED REINFORCEDMASONRY TESTING AND INSPECTIONS.

3 ALL REINFORCED MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATESTEDITION OF ACI 530 / ASCE 5 / TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRYSTRUCTURES AND ACI 530.1 / ASCE 6 / TMS 602 "SPECIFICATIONS FOR MASONRY STRUCTURES".

4 REINFORCED MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM NET AREA COMPRESSIVESTRENGTH (F'm) = 2000 PSI.

5 REINFORCED MASONRY MORTAR SHALL BE TYPE "S" MORTAR IN ACCORDANCE WITH ASTM C270.

6 BAND ALL MASONRY OPENINGS WITH (2) #5 BARS. EXTEND HORIZONTAL BARS A MINIMUM OF2'-6" BEYOND OPENINGS. EXTEND VERTICAL BARS TO FULL HEIGHT OF WALL.

7 PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICALLY IN ALL MASONRY WALLSUNLESS NOTED OTHERWISE ON PLAN OR IN SPECIFICATIONS.

8 ALL CELLS CONTAINING REINFORCING BARS AND / OR EMBEDMENTS SHALL BE GROUTED SOLID.

9 PROVIDE FULL MORTAR COVERAGE AT HEAD AND BED JOINTS OF FACE SHELLS AND AT ALLWEBS IN THE STARTING COURSE, MASONRY PILASTERS AND COLUMNS, SHEAR WALLS ANDADJACENT TO CELLS GROUTED SOLID.

10 REINFORCED MASONRY LINTELS HAVE BEEN DESIGNED ON THE BASIS OF ARCHING ACTION OFTHE COMPLETED WALL. LINTELS REQUIRE TEMPORARY SUPPORT UNTIL THE WALL IN COMPLETEAND THE ASSEMBLAGE HAS ACHIEVED ITS SPECIFIED NET AREA COMPRESSIVE STRENGTH (F'm).

11 ALL MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION UNTIL DECK,FLOOR AND ROOF FRAMING IS COMPLETELY INSTALLED. DESIGN AND INSTALLATION OF WALLBRACING IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK.

12 COVER AND PROTECT THE TOP OF ALL MASONRY CONSTRUCTION TO PROTECT AGAINSTPRECIPITATION.

13 PROVIDE CONTRAL JOINTS IN WALLS AS SHOWN ON PLAN. IF NOT ON PLAN SPACE AT 25'-0" O.C.MAX. INTERRUPT HORIZONTAL BARS AND HORIZONTAL JOINT REINFORCING AT CONTROLJOINT. DO NOT LOCATE JOINT WITHIN 6'-0" OF GIRDER BEARING LOCATIONS.

14 REFER TO AND COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR ALL ITEMSREQUIRED BY OTHER TRADES TO BE PLACED INTO REINFORCED MASONRY PRIOR TOCONSTRUCTING WALLS.

SPECIAL INSPECTION NOTES1 REFER TO DIVISION 01 OF THE PROJECT SPECIFICATIONS FOR THE SCHEDULE OF SPECIAL

INSPECTIONS AND ADDITIONAL SPECIAL INSPECTIONS REQUIREMENTS.

2 MATERIAL SPECIFICATION SECTIONS, THE SCHEDULE OF SPECIAL INSPECTIONS AND ALLASSOCIATED NOTES DESCRIBE THE STRUCTURAL TESTING AND INSPECTIONS REQUIRED FOR THEPROJECT. COLLECTIVELY THEY SHALL BE CONSIDERED THE STATEMENT OF SPECIALINSPECTIONS.

3 THE OWNER SHALL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR FOR THISPROJECT. SIRACUSE ENGINEERS, PC IS NOT THE SPECIAL INSPECTOR FOR THIS PROJECT UNLESSENGAGED BY THE OWNER UNDER A SEPARATE CONTRACT.

4 THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING PRIOR TO THE START OFCONSTRUCTION TO DISCUSS THE REQUIRED TESTING AND INSPECTION PROCEDURES FOR THISPROJECT. THE MEETING SHALL ALSO DISCUSS NOTIFICATION AND REPORTING PROCEDURES.

5 THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AND TESTING AGENCY AT LEAST 24HOURS IN ADVANCE OF A REQUIRED INSPECTION OR TEST. UN-INSPECTED WORK THAT REQUIRESINSPECTION OR TESTING MAY BE REJECTED SOLELY ON THAT BASIS.

6 THE SPECIAL INSPECTOR AND/OR TESTING AGENCY SHALL IMMEDIATELY NOTIFY THECONTRACTOR OF DEFICIENT WORK THAT REQUIRES CORRECTIVE ACTION. INSPECTIONREPORTS FOR THIS WORK SHALL NOTE WHEN AND HOW THE DEFICIENT WORK WAS CORRECTED.WORK IMMEDIATELY CORRECTED WITH SPECIAL INSPECTOR OR TESTING AGENCY PRESENT ANDRE-INSPECTED OR TESTED NEED NOT BE IDENTIFIED AS NON-CONFORMING WORK.

7 DEFICIENT WORK, NOT IMMEDIATELY CORRECTED WHILE SPECIAL INSPECTOR OR TESTINGAGENCY ARE ON SITE, SHALL BE REPORTED TO THE ENGINEER OF RECORD AND CODEENFORCEMENT OFFICIAL WITHIN 24 HOURS. A REPORT OF NON-CONFORMANCE SHALL BE ISSUEDFOR THIS WORK.

8 THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR AND TESTING AGENCYINCLUDING SAFE ACCESS TO THE WORK AREAS SO THAT TESTING AND INSPECTIONS CAN BEPERFORMED IN A TIMELY MANNER OR UNDUE DELAY TO THE PROJECT.

9 THE SPECIAL INSPECTIONS REQUIREMENTS OF THIS PROJECT IN NO WAY RELIEVE THECONTRACTOR OF HIS/HER OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH THEREQUIREMENTS OF THE CONTRACT DOCUMENTS OR FROM IMPLEMENTING A EFFECTIVE QUALITYCONTROL PROGRAM.

10 EACH TESTING AGENCY SHALL SUBMIT, STAMP AND SIGN AN AGENT'S FINAL REPORT TO THESPECIAL INSPECTOR FOR ATTACHMENT TO THE SPECIAL INSPECTOR'S FINAL REPORT. THE FINALREPORT SHALL BE STAMPED AND SIGNED BY THE SPECIAL INSPECTOR AND SUBMITTED TO THECODE ENFORCEMENT OFFICIAL AND OWNER PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USEAND OCCUPANCY.

WOOD NOTES1 REFER TO DIVISION 06 OF THE PROJECT SPECIFICATION FOR ADDITIONAL WOOD

REQUIREMENTS.

2 REFER TO PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED WOODINSPECTIONS.

3 ALL WOOD CONSTRUCTION SHALL CONFORM TO AWC NDS - NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENTS AND APA PANEL DESIGNSPECIFICATION.

4 STORAGE OF ALL LUMBER AND TIMBER ON SITE SHALL BE KEPT OFF GROUND, UNDER COVERAND PROTECTED FROM DAMAGE.

5 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THEMINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE.

6 MINIMUM NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL CONFORMTO TABLE 2304.10.1 IN THE INTERNATIONAL BUILDING CODE.

7 ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS. HOLES SHALL BEPRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING.

8 STUD BEARING WALLS, SHEAR WALLS AND ROOF AND FLOOR DECKS SHALL BE FRAMED WITHTHE MEMBER SIZES AND/OR TYPES AT THE SPACINGS SHOWN ON PLAN. THE CONTRACTORSHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSEDLIGHTING FIXTURES, ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAYREQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING.

9 ROOF AND FLOOR FRAMING MEMBERS SHALL BE POSITIONED SO THEY BEAR DIRECTLYOVER THE WALL STUDS WITH AN OFFSET TOLERANCE OF NO MORE THAN 1 INCH.

10 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEELHANGERS MADE BY SIMPSON STRONG-TIE, CO. INC. OR APPROVED EQUIVALENT OF WIDTHAND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBERS. INSTALL WITH THE TYPE ANDQUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER.

11 PREFABRICATED STEEL HANGERS USED IN CONTACT WITH PRESERVATIVEPRESSURE-TREATED OR FIRE RETARDANT-TREATED WOOD SHALL BE HOT-DIP GALVANIZEDOR STAINLESS STEEL. FASTENERS IN CONTACT WITH PRESERVATIVE PRESSURE-TREATED ORFIRE RETARDANT-TREATED WOOD SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. DONOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS.

12 ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THENATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP NOTING THE NAME ANDPLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARDNUMBER, AND THE QUALITY CONTROL AGENCY.

13 ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAINPERPENDICULAR TO THE SUPPORTS.

14 ALL SHEATHING PANELS SHALL BE INSTALLED WITH END JOINTS STAGGERED UNLESS NOTEDOTHERWISE ON THE DRAWINGS.

15 STRUCTURAL WOOD MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTENPERMISSION FROM THE ENGINEER OR AS INDICATED ON THE CONTRACT DRAWINGS.

16 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITHCONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER,PRESERVATIVE PRESSURE TREATED WOOD WITH A RETENTION APPROPRIATE FOR END USE.

Revisions


04/26/2019

NOTES:

1.) TOP BARS ARE THOSE WHICH ARE ORIENTED HORIZONTALLY AND HAVE MORE THAN 12" OF CONCRETE BELOW THE BAR.

2.) EMBEDMENT AND LAP SPLICE LENGTHS SHOWN ARE APPLICABLE TO ASTM A615 GR. 60 REINFORCING BARS. FOR GR. 75 REINFORCING BARS, MULTIPLY LENGTHS BY 1.25.

3.) TABULATED VALUES ARE BASED ON CONCRETE COVER CONTROLLING. FOR BARS WITH CENTER-TO-CENTER SPACING LESS THAN 1.0Db (BAR DIAMETER) PLUS TWICE THE CONCRETE COVER, NOTIFY THE ENGINEER.

4.) WHERE CONCRETE DEPTH PRECLUDES FULL EMBEDMENT, PROVIDE 90 DEGREE HOOK.

5.) PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS DESCRIBED IN ACI 318, CHAPTER 7.

6.) TABULATED VALUES ARE BASED ON NORMAL WEIGHT AGGREGATE. FOR LIGHTWEIGHT AGGREGATE, MULTIPLY LENGTHS BY 1.33.

REINFORCING BAR EMBEDMENT / LAP SPLICE SCHEDULE

BAR SIZE

CONCRETE COVER < 1 1/2"

TOP BARS OTHER BARS

3,000 psi 4,000 psi 3,000 psi 4,000 psi 3,000 psi 4,000 psi 3,000 psi 4,000 psi

#3

#4

#5

#6

#7

#8

13"

22"

32"

43"

69"

86"

CONCRETE COVER > 1 1/2"

TOP BARS OTHER BARS

EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP

17"

28"

41"

56"

90"

111"

12"

17"

24"

33"

53"

66"

13"

22"

32"

43"

69"

86"

12"

19"

28"

37"

60"

74"

15"

24"

36"

48"

78"

96"

12"

15"

21"

29"

46"

57"

12"

19"

28"

37"

60"

64"

13"

17"

22"

26"

43"

54"

17"

23"

28"

34"

55"

70"

12"

13"

17"

20"

33"

41"

13"

17"

22"

26"

43"

54"

12"

15"

19"

22"

37"

47"

15"

20"

24"

29"

48"

60"

12"

12"

15"

17"

28"

36"

12"

15"

19"

22"

37"

47"

#9

#10

104"

125"

135"

162"

80"

96"

104"

125"

90"

108"

117"

140"

69"

83"

90"

108"

66"

81"

86"

105"

51"

62"

66"

81"

57"

70"

74"

91"

44"

54"

57"

70"

CONCRETE SLAB, SEE PLAN

PROVIDE 1" CLEAR COVER WHEREMESH IS REQ'D. (SEE PLAN). SET MESH ON BOLSTERS/CHAIRS TO MAINTAINPOSITION

15 MIL CLASS A STEGO WRAPVAPOR BARRIER OR APPROVEDEQUAL

FULLY COMPACTED STRUCTURAL FILL WHERE REQUIRED TO RAISE GRADE OVER EXCAVATED AREAS.

PROOF-ROLLED EXIST. GRADESTABILIZATION SEPARATION GEOTEXTILE FABRIC

CUT LINE

6" MIN. COMPACTED NYSDOTITEM 304.12 - TYPE 2 SUBBASESTONE.

2' - 6" 2' - 0" 2' - 6"

"d"

1/8"

APPLY SEALANT FLUSH WITH TOP OF CONCRETE SLAB

PROVIDE 1" CLEAR COVER WHERE MESH ISREQ'D (SEE PLAN). SET MESH ON BOLSTERS/CHAIRS TO MAINTAIN POSITION

SAWCUT


SEE TYPICAL SLAB ON GRADE DETAIL


PROVIDE 1" CLEAR COVER WHERE MESH ISREQ'D (SEE PLAN). SET MESH ON BOLSTERS/CHAIRS TO MAINTAIN POSITION

2x4 CONT.KEYWAY

to 8

"THICKEN S

LAB

SEE TYPICAL SLAB ON GRADE DETAIL.

CONTRACTION JOINT

CONSTRUCTION JOINT

1/4 d

SEE P

LAN

CO

NC. SLAB,

FF ELEV. +0'-0"

UNEXCAVATED MATERIAL

BACKFILLSEE TYPICAL SLAB ON GRADE DETAIL

H/2H/2

STRUCTURAL FILL

H =

2'-0"

EXIST. FILL

UNDISTURBED, SUITABLE BEARING GRADE. SEE PROJECT GEOTECH REPORTFOR ADD'L INFORMATION

INTERIOR LINTEL SCHEDULESCHEDULE APPLIES TO ALL OPENINGS REQ'D IN NON-LOAD BEARING

WALLS INCLUDING OPENINGS REQUIRED FOR MECHANICAL PENETRATIONS

THICKNESS OF MASONRY WALL

CLEAR OPENING SIZE OF LINTEL

4" MASONRY

UP TO 9'-0"PL 3/8 x 3

PL 3/8 x 45/16 4@12

8" @ ENDS

9'-0" TO 12'-0"PL 3/8 x 3

PL 1/2 x 65/16 4@12

12" @ ENDS

6" MASONRY

UP TO 9'-0"PL 3/8 x 5

PL 3/8 x 65/16 4@12

8" @ ENDS

9'-0" TO 12'-0"PL 3/8 x 5

PL 1/2 x 85/16 4@12

12" @ ENDS

UP TO 5'-0" 2L's 4 x 3 1/2 x 5/16

5'-0" TO 7'-6" 2L's 5 x 3 1/2 x 5/16

7'-6" TO 9'-0" 2L's 6 x 3 1/2 x 5/16

8" MASONRY

3L's 4 x 3 x 5/16

3L's 5 x 3 x 5/16

3L's 6 x 3 x 5/16

10" MASONRY

3L's 4 x 3 1/2 x 5/16

3L's 5 x 3 1/2 x 5/16

3L's 6 x 3 1/2 x 5/16

12" MASONRY

UP TO 5'-0"

5'-0" TO 7'-6"

7'-6" TO 9'-0"

UP TO 5'-0"

5'-0" TO 7'-6"

7'-6" TO 9'-0"

LINTELS TO BEAR 8" MIN. AT EACH END.

NOTE: LINTELS FOR OPENINGS EXCEEDING 6'-0" TO BE SHORED AT1/3 POINTS FOR 72 HOURS AFTER SETTING MASONRY.

EQ EQ

REBAR POSITIONER

DIA. LAP

40 B

AR

DIA. LAP

40 B

AR

1-#5 AT 32" o.c.

HORIZ. JOINT REINF. AT 16" o.c.

HOLD GROUT DOWN 1" AT TOP OF LIFT

DOWELS TO MATCH VERT. REINF.

BOND BEAM WITH(2) #5 CONT.

BOND BEAM WITH(2) #5 CONT.

FOOTING - SEE PLAN & SECTIONS

3' -

4"

4' -

8" M

AX, TYP.

FIRST FLOOR

GRO

UT R

EINFO

RCED C

ELLS S

OLID

REINFO

RCED S

PLIT F

ACE C

MU

GRO

UT A

LL C

ELLS S

OLID

REINFO

RCED C

MU

DIA. LAP

40 B

AR

GROUT BOND BEAM SOLID

(3) #5 VERT. & DWLS.

2 #5 CONT.BOND BEAM W/

#5 CORNER BAR W/ 2'-0" LEGS

SEE PLAN

6" REINFORCED CMU

SEE P

LAN

6" REINFO

RCED C

MU

CMU - SEE PLAN

8" REINFORCED

#4 VERT. @ 16" O.C. MAX

#5 CORNER BAR W/ 2'-0" LEGS AT BOND BEAM ELEVATIONS

EXTEND BAR FROM BOND BEAM

5"

2-#5

OPENING

CMU WALL - SEE PLAN FOR SIZE

FILL W/ GROUT (FULL HEIGHT OF WALL)

MP-1

NOTES:

1. MASONRY PIERS SHALL EXTEND DOWN TO FOUNDATIONS UNLESS INTERRUPTED BY LINTEL.

2. WHERE INTERRUPTED BY LINTEL, FIELD WELD VERT. BAR TO TOP FLANGE ON LINTEL.

GROUT SOLID TOUNDERSIDE OF LINTEL

5"

CMU WALL - SEE PLAN FOR SIZE

FILL W/ GROUT (FULL HEIGHT OF WALL)

MP-2

2-#5



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TYPICAL CONCRETE &

MASONRY DETAILS

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

TYPICAL SLAB ON GRADE DETAIL

TYPICAL CONTROL JOINT DETAILS

TYPICAL EXCAVATION DETAIL

TYPICAL 8" REINFORCED MASONRY WALL DETAILS

TYPICAL REINF. MASONRY CORNER DETAILS TYPICAL MASONRY PILASTER DETAIL

Revisions


04/26/2019

1. SEE STRUCTURAL DESIGN CRITERIA ON DWG S-001 FOR ADDITIONAL LOADING INFORMATION

2. TRUSSES TO BE DESIGNED FOR WIND & SEISMIC LOAD IN ACCORDANCE WITH"BUILDING CODE OF NEW YORK STATE" (2015).

3. TRUSSES MUST BE DESIGNED AND BUILT BY A REPUTABLE TRUSS MANUFACTURER.ALL TRUSS DESIGN AND DETAILS MUST BE STAMPED AND SIGNED BY A NEW YORKSTATE PROFESSIONAL ENGINEER.

4. TRUSS COMPONENTS TO BE A MINIMUM OF 2x6 FOR TOP & BOTTOM CHORDS, AND2x4 FOR WEB MEMBERS.

5. STRUCTURAL CALCULATIONS:

SUBMIT STRUCTURAL CALCULATIONS PREPARED BY THE MANUFACTURER FORAPPROVAL BY THE PROJECT ENGINEER. CALCULATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO:

A. DESCRIPTION OF DESIGN CRITERIA.

B. ENGINEERING ANALYSIS DEPICTING STRESS AND DEFLECTION (STIFFNESS) REQUIREMENTS FOR EACH FRAMING APPLICATION.

C. SELECTION OF FRAMING COMPONENTS AND ACCESSORIES.

D. VERIFICATION OF ATTACHMENTS TO STRUCTURE AND FOR ADJACENTFRAMING COMPONENTS.

E. FASTENERS: PROVIDE NUTS, BOLTS, WASHERS, SCREWS, AND OTHER FASTENERS WITH CORROSION-RESISTANT PLATED FINISH.

6. TRUSS MANUFACTURER TO SUPPLY BRACING REQUIREMENTS FOR TRUSSES.MATERIAL AND ATTACHMENT BY GENERAL CONTRACTOR.

7. TRUSS DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE A.I.T.C.

8. DEFLECTION SHALL NOT EXCEED 1/240TH SPAN FOR TOTAL LOAD & 1/360TH SPANFOR LIVE LOAD.

9. INSTALL ALL TRUSSES AS PER MANUFACTURERS INSTRUCTIONS.

10. DO NOT INSTALL ROOF TRUSSES UNTIL AFTER STUD WALLS ARE FULLY BRACEDAND STABILIZED.

WOOD TRUSS - GENERAL NOTES

MINIMUM TRUSS LOADING

LL = 10 PSFDL = 10 PSF



4' - 0" MIN. 4' - 0" MIN.

2x6 PLATESELEVATION

3" 3" TYP.(2) 2x6(8) 16d NAILS, EACHSIDE OF JOINT

PLAN - NAILING STAGGER

TYPICAL - ALL DOUBLE PLATE CONDITIONS

1/8" GAP

APA RATED PLYWD.SHEATHING

SIMPSON 'PSCL' PANEL SHEATHINGCLIPS EQUALLY SPACE BETWEENEACH TRUSS/SUPPORT

STAGGER PLYWOOD JOINTS

EDGE NAIL @ ROOF PERIMETER

SIMPSON 'PSCL' PANEL SHEATHINGCLIPS EQUALLY SPACED BETWEENEACH TRUSS/RAFTER

LONG DIMENSION OF PLYWOODSHEATHING PANEL TO RUNPERPENDICULAR TO TURSSES

EDGE NAIL @ PERIMETEROF PLYWOOD PANEL

FIELD NAIL @ ALL INTERMEDIATETRUSSES/RAFTERS

NOTES:

1. MINIMUM PLYWOOD SHEET SIZE SHALL BE 2'-8" x 4'-0".

2. MINIMUM 3/8" NAILING EDGE DISTANCE.

PREFAB. WOODTRUSSES

SIMPSON 'DTC' GALV. ROOFTRUSS CLIP @ 4'-0" O.C.

1" G

AP

NON-BEARING CMU PARTITION

PERPENDICULAR TO TRUSS

NON-BEARING CMU PARTITION

PREFAB. WOOD TRUSSES, TYP.

2x6 VERT. BLOCKING 4'-0" O.C.W/ (2) 16d EA. END, EA. SIDE

SIMPSON 'DTC' GALV. ROOFTRUSS CLIP @ 4'-0" O.C.

PARALLEL TO TRUSS

1" G

AP

GROUT SOLID GROUT SOLID



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TYPICAL WOOD FRAMING

DETAILS

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

TYPICAL PLATE LAP DETAIL

TYPICAL ROOF SHEATHING EDGE SUPPORTTYPICAL ROOF SHEATHING FASTENING DETAIL

TYPICAL BRACING AT NON-LOAD BEARING PARITION DETAIL

Revisions


04/26/2019

CJ CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

1

S-201

5' - 4"

12' -

0"

3

S-2011

S-201

1

S-201

3

S-201

1

S-201

SLO

PE

SLO

PE

SLO

PE

SLO

PE

6' - 4"

4"4"

1' - 8 1/2"

10' -

11 3

/8"

3' -

5 1

/4"

10' -

11 3

/8"

SLOPE SLOPE

SLOPE SLOPE

4" EXTERIOR SLAB ON GRADE W/ 6X6 W2.1XW2.1 WWF

4" EXTERIOR SLAB ON GRADE W/ 6X6 W2.1XW2.1 WWF

FD

FD

8" 3' - 4" 1' - 4"

2

S-201

41' - 4"

2' - 0"33' - 0"

25' -

4"

8" 3' - 4" 1' - 4"

13' - 6"

TYP. @ CORNERS6

' -

8"

6' -

8"



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S-101

FOUNDATION / FIRST

FLOOR PLAN

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

NOTES:

1. FLOOR CONSTRUCTION SHALL BE 4" CONCRETE SLAB ON GRADE W/ SIKAFIBER FORCE 950 BLEND FIBROUS REINFORCING (5#/CU. YD.) SEE TYPICAL SLAB BASE DETAIL.

2. FINISH FIRST FLOOR ELEVATION SHALL BE 0'-0" (REF. ACTUAL ELEV. = 1312.5').

3. CONSTRUCTION & CONTROL JOINTS ARE NOTED THUS, C.J., ON PLAN. SEE TYPICAL DETAILS.

4. FOUNDATION WALLS SHALL BE 8" REINFORCED CMU WALLS GROUTED SOLID. SEE TYPICAL DETAIL & SECTIONS FOR ADDITIONAL INFORMATION.

5 FOUNDATIONS TO BEAR ON SUITABLE, RELATIVELY UNDISTURBED, INDIGENOUS SOIL SUBGRADE OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.

6. BOTTOM OF FOOTING ELEVATIONS SHALL BE (-4'-4") FROM FINISH FIRST FLOOR ELEVATION (0'-0") UNLESS NOTED OTHERWISE ON PLAN, SHOWN (-X'-X") FROM FINISH FIRST FLOOR ELEVATION (0'-0").

7. SEE DRAWINGS S001 - S003 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS & TYPICAL DETAILS TO BE INCORPORATED INTO THE WORK.

SCALE:1/4" = 1'-0"S-101

1 FOUNDATION / FIRST FLOOR PLANNORTH

Revisions


04/26/2019

6

S-201 RIDGE

@ 1

6" O

.C.

PRE-F

AB W

OO

D T

RUS

SES

4

S-201

5

S-201

5

S-201

L-1 L-1

L-1 L-1

L-1

L-1

L-2

MP-1 TYP. AT OPENING JAMBS UNLESS NOTEDOTHERWISE

3' -

5 5

/8"

3' - 5 5/8" 1' - 9 5/8"

1' -

9 5

/8"

1' -

9 5

/8"

1' - 9 5/8"3' - 5 5/8"

3' -

5 5

/8"

LO

CATIO

N &

CANTILEVER T

O F

RO

NT E

DGE

TRUS

S S

HALL B

EAR O

N R

ECESSED W

ALL

6" REINFORCED MASONRY TYP. @ CORNERS - SEE TYPICAL DETAIL ON S-002

DECORATIVE ARCHED WOOD BEAM - SEE ARCH. DRAWINGS

L-1

MP-2MP-2

L-1

MP-2MP-2

L-1

MP-2

LINTEL SCHEDULE

MARK SIZE

L-1 (2) L4 x 3 1/2 x 5/16

L-2 (2) L5 x 3 1/2 x 5/16



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ROOF FRAMING PLAN

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

NORTH

SCALE:1/4" = 1'-0"S-102

1 ROOF FRAMING PLAN

NOTES:

1. ROOF CONSTRUCTION SHALL BE 5/8" APA RATED PLYWOOD SHEATHING WITH GALV. PANEL CLIPS. FASTEN WITH 10d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND @ 12" O.C. AT INTERMEDIATE SUPPORTS.

2. TRUSS BEARING ELEVATION TO BE AS SHOWN ON SECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PROFILEAND SLOPE.

3. EXTERIOR MASONRY WALLS SHALL BE 8" REINFORCED SPLIT FACED CMU UNLESS NOTED OTHERWISE ON PLAN. SEE TYPICAL WALL DETAIL & SECTIONS FOR ADDITIONAL INFORMATION.

4 EXTERIOR WALL SHEATHING ABOVE MASONRY WALLS TO BE 1/2" APA RATED STRUCTURAL I PLYWOOD SHEATHING. FASTEN WITH 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND @ 12" O.C. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES TO BE BACKED WITH 2x WOOD BLOCKING, TYPICAL.

5. SEE DRAWINGS S001 - S003 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS & TYPICAL DETAILS TO BE INCORPORATED INTO THE WORK.

Revisions


04/26/2019

REINFORCED SPLIT FACE CMU BRG. WALL SEE PLAN & TYPICAL DETAIL

SIDEWALK, SEE CIVIL/SITE DWGS.

FLOOR CONSTR.,SEE PLAN

JT. FILLER MAT'L (TYP)

SEE TYPICAL SLABON GRADE DETAIL

2'-0" X 1'-0" THICKCONC. FTG. W/ (3) #5 CONT.SEE PLAN

FOR ELEV.

FOUNDATION UNDERCUTREFER TO TYPICAL EXCAVATION

DETAILS & GEOTECHNICAL REPORT

REINFORCED CMUFOUNDATION WALL SEE PLAN & TYPICAL DETAIL

BENT DWLS TO MATCHVERT. WALL REINFORCINGALT. DIRECTION OF HORIZ. LEG

CELLS S

OLID

GRO

UT A

LL

T.O. BOND BEAM+10'-0"

2X CONT.

ROOF CONSTR.,SEE PLAN

12

4

COORDINATE TRUSSPROFILE W/ ARCH. DWGS.

8" CMU BOND BEAMW/ (2) #5 CONT.GROUTED SOLID

REINFORCED SPLIT FACE CMU BRG. WALLSEE TYPICAL DETAIL

PRE-FAB WOODTRUSS, SEE PLAN

SIMPSON 'H2.5T' TIE (TYP)

(2) 2x8 P.T. WD. PLATE W/1/2" DIA. ANCHOR @ 24" O.C.



REINFORCED SPLITFACE CMU BRG. WALLSEE TYPICAL DETAIL


2X6 WD. BLKG. @ 16" O.C.

2x CONT.


2X8 WD. STUD WALL W/ 1/2"PLYWOOD SHEATHING (STUDS @ 16" O.C.)

(2) 2X8 WD. TOP PL. SPLICE ONLY AT VERT. STUD - STAGGERED

2X6 X 10'-0" LG. WD. BRACE@ 4'-0" O.C., CONN. TO BOTT.CHORD OF TRUSSES

PRE-FAB WD. TRUSS, SEE PLAN

DOOR OPENING REFER TO ARCH. DWGS.

EXTERIOR CONC. -SEE PLAN





FOR ELEV.



REINFORCED CMUFOUNDATION WALL

BENT DWLS TO MATCHVERT. WALL REINFORCING

#4 DWLS @ 16" O.C.

CELLS S

OLID

GRO

UT A

LL

1' - 0"

8"

GREASE THIS END6" EMBED &

#5 DWLS @ 12" O.C.

REINFORCED SPLIT FACE CMU BRG. WALL SEE PLAN & TYPICAL DETAIL

GRADE - SEE CIVIL/SITE DWGS





FOR ELEV.



REINFORCED CMUFOUNDATION WALL SEE PLAN & TYPICAL DETAIL

BENT DWLS TO MATCHVERT. WALL REINFORCINGALT. DIRECTION OF HORIZ. LEG

STONE VENEER - SEE ARCH.


REINFORCED SPLIT FACE CMU BRG. WALLSEE TYPICAL DETAIL

PRE-FAB WOODTRUSS, SEE PLAN

SIMPSON 'H2.5T' TIE (TYP EA. SIDE)


2X CONT.


12

4

COORDINATE TRUSSPROFILE W/ ARCH. DWGS.


1/2" PLYWOOD SHEATING

TRUSSES CANTILEVER

DECORATIVE WOOD ARCHEDBEAM - SEE ARCH. DWGS.



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SECTIONS

MR

DG

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORONSCALE:

SECTION3/4" = 1'-0" S-201

1

SCALE:

SECTION3/4" = 1'-0" S-201

4

SCALE:

SECTION3/4" = 1'-0" S-201

5

SCALE:

SECTION3/4" = 1'-0" S-201

3SCALE:

SECTION3/4" = 1'-0" S-201

2

SCALE:

SECTION3/4" = 1'-0" S-201

6

Revisions


04/26/2019

A-201 1

A-201

2

A-201

4

A-2013

1

A-301

___________1

A-301

___________

25' -

4"

6' -

8"

6' -

8"

12' -

0"

46 SF

SURVEILLANCEEQUIPMENT

03A

254 SF

STORAGE03

237 SF

WOMENS01

252 SF

MENS02

PLUMBING CHASE03B

WH

A5

A5

A15

A14

A4

A4

A10

A7

A7

A7 A7

A6 A6

A6 A6

A5

A11A11

A11A11

A21

A22

A14

A22 A21

A7

A3

A3

FD.

FD.

FD.

01

02

03

03A

03B

A16

A16

A13

A13

A12

A18

A12

A18

A12

A17

A19

A13 A13

A20

A17

A19

A20

A14

A13

A20

A20

A13

41' - 4"

3' - 8" 5' - 0"

(M.O.)

3' - 4" 6' - 8"

(M.O.)

3' - 4"

(M.O.)

6' - 4" 2' - 0"

5' - 4" 5' - 4" 16' - 2"4"

12' - 6"

10

' - 3

"

5' - 8" 8' - 1"

11' - 0"

2' -

10"

10

' - 3

"

8' - 8"

(M.O.)

3' - 4" 6' - 8"

(M.O.)

3' - 4" 19' - 4"

20' - 3"

FD.

1

3

3

3

4

4

1

1

A-102

6

5

A-102

4

A-102

6

A-102

3

A14

A2

A23

A1

12

22

2

W1 W1

W1 W1

A10A10

3

A8

3

3

43

5' - 4"

5' -

0" (

CLR

.)

5' -

0" (

CLR

.)

1

1

A3

A24

A24

A24

A3

3' -

6"

2' - 6"

A26

A25H

.O.D

.

2"

2" W.O.D.2"

DOOR FRAMEDOOR ELEVATION

W.O.D.

H.O

.D.

F-1D-1

W.O.D. = WIDTH OF DOORH.O.D. = HEIGHT OF DOOR

WINDOW ELEVATION

W-1

3' -

4"

(M.O

.)

4' -

8"

(M.O.)

3' - 4"

4"

2" W.O.D.2"

F-2

H.O

.D.

HM FRAME (PT.)GROUT SOLID

6"x4" LLU ANGLE(-SEE STRUCT)

4" REINF. CMU WALL(SEE STRUCT. DWGS.)

DOOR AS SCHEDULED

DOORHEAD - 11 1/2" = 1' - 0"

SEALANT, EA. SIDE

4"


HM FRAME (PTD.)GROUT SOLID

SEALANT, EA. SIDE

MASONRY ANCHOR(-SEE SPECS)

DOOR AS SCHEDULED

2"

DOORHEAD - 21 1/2" = 1' - 0"

STEEL LINTEL, PAINT(SEE STRUCT. DWGS.)

8" REINF. CMU WALL (SEE STRUCT. DWGS.)

EXT. INT.

BACKER ROD / SEALANTEA. SIDE

ALUM. FRAME

FRP DOOR (AS SCHEDULED)

2"

BACKER ROD / SEALANT EA. SIDE

REINF. CMU WALL (SEE STRUCT. DWGS.)

2"

DOORJAMB - 11 1/2" = 1' - 0"

DOORJAMB - 21 1/2" = 1' - 0"

4 3/4"

5/8" GYP. BD., PAINT WITH 2 1/2" RIGID INUSL. FASTENED TO 2x4 VERT. WD. FURRING AT 16" O.C.(AT SURVEILLANCE ROOM 03A ONLY)

ALUM. FRAME (NON-INSULATED)

FRP DOOR (NON-INSULATED)

4 3/

4"

1"

SYNTHETIC STONE VENEER (ONE SIDE AT DOOR 03 ONLY)

5/8" GYP. BD., PAINT WITH 2 1/2" RIGID INUSL. FASTENED TO 2x4 VERT. WD. FURRING AT 16" O.C.(AT SURVEILLANCE ROOM 03A ONLY)

WINDOW SILL R.O.@ 3'-4" A.F.F.

BULLNOSE CMU SILL

WINDOW HEAD -11 1/2" = 1' - 0"

WINDOW SILL1 1/2" = 1' - 0"

STEEL LINTEL, PAINT(SEE STRUCT. DWGS.)


EXT. INT.

BACKER ROD / SEALANTEA. SIDE

EXT.

INT.

EXT. INT.


TRANSLUCENT SANDWICH PANEL SYSTEM

WINDOW HEAD R.O.@ 8'-0" A.F.F.

MTL. DRIP EDGE

TRANSLUCENT SANDWICH PANEL SYSTEM AND FRAME

MTL. DRIP EDGE

BACKER ROD / SEALANT, EA. SIDE

WINDOW JAMB -11 1/2" = 1' - 0"

8" REINF. BULLNOSE CMU(SEE STRUCT. DWGS.)

EXT.

INT.

TRANSLUCENT SANDWICH PANEL SYSTEM AND FRAME

BULLNOSE CMU SILL BELOW

BACKER ROD / SEALANT, EA. SIDE

MTL. DRIP EDGE BELOWEXT. INT.

ALUM. FRAME

DOOR AS SCHEDULED

REINF. CONC. SLAB(SEE STRUCT. DWGS.)

1" EXPANSION JOINT

ALUM. THRESHOLD SET IN BEDOF SILICONE SEALANT

DOOR THRESHOLD -11 1/2" = 1' - 0"

MAX

.1/

2"

INTEGRAL SWEEP (SEE SPEC.

4 1/4"

4 1/

2"

2 3/4"

2 3/4"

2 3/

4"

1"

8" REINFORCED CONCRETE BLOCK (WIDTH = 7 5/8")1

REFER TO ROOM FINISH SCHEDULE, FLOOR PLANS, WALL SECTIONS, INTERIOR ELEVATIONS & SPECIFICATIONS FOR ALL FINISHES OR OTHER VARIATIONS IN MATERIALS.

REFER TO STRUCTURAL DRAWINGS FOR CMU WALL REINFORCING.

REFER TO MECH./ELEC./PLUMB. DWGS. FOR ADDITIONAL INFO. AND COORDINATION OF EQUIPMENT AND INSTALLATIONS.

1.

2.

3.

WALL TYPE NOTES:

WALL TYPES:

6" REINFORCED CONCRETE BLOCK W/ SIMULATED STONE VENEER (WIDTH VARIES 6 3/4" - 8 1/8")

2

4" REINFORCED CONCRETE BLOCK (WIDTH = 3 5/8")3

5/8" GYP. BD., PAINT. WITH 2 1/2" RIGID INSUL. FASTEND TO 2X4 VERT. WD. FURRING AT 16" O.C. FASTENED TO REINF. CONC. BLOCK WALL (CMU WIDTH VARIES SEE PLAN)

4


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A-101

FLOOR PLAN AND

SCHEDULES

TEE

DNM

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

© 2019 LaBella Associates

N

DOOR SCHEDULE

NO.

DOOR FRAME

HEAD JAMB RATING HARDWARE COMMENTSELEV WIDTH HEIGHT MATERIAL ELEV MATERIAL

01 D-1 3' - 0" 7' - 2" FRP. F-1 ALUM. H-2 J-2 -- 1 2

02 D-1 3' - 0" 7' - 2" FRP. F-1 ALUM. H-2 J-2 -- 1 2

03 D-2 (2) 3' - 0" 7' - 2" FRP. F-1 ALUM. H-2 J-2 -- 2 --

03A D-3 3' - 0" 7' - 0" HM. F-2 HM. H-1 J-1 -- 4 1

03B D-3 2' - 6" 7' - 0" HM. F-2 HM. H-1 SIM. J-1 SIM. -- 3 1

FLOOR PLAN KEYNOTES

A1 SECURITY SYSTEM CONTROLS (BY OTHERS)

A2 HEATER TO BE INSTALLED (SEE MECH. DWGS.)

A3 REINF. CONC. PAD. (SEE STRUCT. DWGS)

A4 HOLLOW METAL DOOR AND FRAME.

A5 FIBERGLASS DOOR AND ALUM. FRAME.

A6 FIXED TRANSLUCENT FIBERLASS PANEL SYSTEM WITH FAUX MULLION.

A7 SYNTHETIC STONE VENEER ON 6" REINF. CMU BLOCK WALL.

A8 DRINKING FOUNTAINS W/ (1) STANDARD HEIGHT, (1) ACCESSIBLEHEIGHT, AND (1) BOTTLEFILLER (SEE PLUMB. DWGS.)

A9 ELEC. PANEL TO BE INSTALLED (SEE ELEC. DWGS.)

A10 5/8" GYP. BD.(PAINT), 3" RIGID INSULATION AND 1 1/2" WD. FURRINGFASTENED TO BLOCK WALL @ 24" O.C. (VERT.)

A11 WALL MOUNTED SINK (SEE PLUMB. DWGS.)

A12 WALL MOUNTED URINAL (SEE PLUMB. DWGS.)

A13 WALL MOUNTED TOILET (SEE PLUMB. DWGS.)

A14 FLOOR DRAIN (SEE PLUMB. DWGS.)

A15 WATER HEATER (SEE PLUMB. DWGS.)

A16 WALL MOUNTED GRAB BARS TO BE INSTALLED

A17 1" SOLID PLASTIC TOILET PARTITION

A18 1" SOLID PLASTIC URINAL SCREEN

A19 36"W SOLID PLASTIC TOILET PARTITION DOOR

A20 24"W SOLID PLASTIC TOILET PARTITION DOOR

A21 WALL MOUNTED CHANGING TABLE

A22 WALL MOUNTED ELECTRIC HAND DRYER (SEE ELEC. DWGS.)

A23 BACKFLOW PREVENTER (SEE PLUMB. DWGS.)

A24 ALUM DOOR THRESHOLD SET IN SEALANT.

A25 WD. STUD KNEE WALL TO BE INSTALLED, 5/8" GYP. BD. EACH SIDE ON3 1/2" WD. STUDS @ 16" O.C. (OVERALL WIDTH 4 3/4") TOP OF WALLAT 5'-0".

A26 PLASTIC LAMINATE COUNTERTOP TO BE INSTALLED, HEIGHT AT 3'-6"(SEE SPEC)

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME FLOOR FINISH BASE MATERIAL WALL FINISH CEILING MATERIAL REMARKS

01 WOMENS HON. CONC. (SEAL) - PAINT. GYP. BD. (PT.) 2, 3

02 MENS HON. CONC. (SEAL) - PAINT GYP. BD. (PT.) 2, 3

03 STORAGE CONC. (SEAL) - - EXP. STRUCT. (PT.)

03A SURVEILLANCE EQUIPMENT CONC. (SEAL) 1x4 PVC TRIM (PT.) PAINT. GYP. BD. (PT.) 1

03B PLUMBING CHASE CONC. (SEAL) - - EXP. STRUCT. (PT.)

FINISH SCHEDULE REMARKS:

1. GYP. BD. CEILING WITHIN THIS ROOM TO RECIEVE BATT. INSUL., R-38 MIN.2. 1x4 PVC TRIM BOARD (PT.) AT CEILING PERIMETER.3. ALTERNATE #3 - EPOXY FLOOR AND 4" BASE

DOOR SCHEDULE REMARKS:

1. DOOR AND FRAME TO BE PAINTED.2. ALUM. THRESHOLD TO BE PROVIDED - DOOR THRESHOLD 1

SCALE: 1/4" = 1'-0"A-101

1 FLOOR PLAN

SCALE: 1 1/2" = 1'-0"A-101

4 DOOR AND WINDOW DETAILS

Revisions


E.F.

E.F.

E.F.

C1C1

C1C1

C1C1

C2C2

C2C2

C4

C3C3

C3

C3

C5

C5

C6

C7

C7

C5

C5

C6

C6

C6C6

C6C6C6

C6

C6C6

C6

C7

C6

C6

2

A-301

___________

4

A-301

___________

4

A-301

___________

2

A-301

___________

SLOPE

4 : 12

SLOPE

4 : 12

6" O

VER

HAN

G

6" O

VER

HAN

G

1' - 4" OVERHANG

1' - 4" OVERHANG

R1R1

R1R1

R4

R3

R3R3

R3

R2

R5R5

R5

R4R4R4

R4R4

EXTERIOR FACECMU WALL BELOW (TYP).

6' - 0" 6' - 0"

1' -

4"

R1R1

R1R1

1' -

4"

1' -

4"

6' - 0"6' - 0"

1' -

4"

1' - 4"

R4 R4

R6R6

R6 R6

SCRATCH COAT

AT DOOR 03 REFER TO JAMB-2 DETAIL FOR CONDITION AT NEW DOOR FRAME

6" REINF. CMU WALL ATSTONE VENEER CORNERS

CMU CELL GROUTING AND REINFORCEMENT(SEE STRUCT. DWGS.)

SYNTHETIC STONE VENEER

FLUSH

FLUSH

(VAR

IES,

SEE

ELE

VATI

ON

S)

(VARIES, SEE ELEVATIONS)

SEALANT

SEALANT

2' - 10 1/2"

(CLR.)

2' - 6"

(CLR.)

2' - 6"

(CLR.)

3' - 0"

(CLR.)

5' - 0"

T1T1

T3T3

T2T2

T8T8

T7 T7

T6T6

T6T5T5

T4T4

T11

T15

T16

T17

(CLR.)

5' - 7"

(CLR.)

3' - 0"

(CLR.)

3' - 0"

(CLR.)

3' - 0"

T1T1

T5T5

T4T4

T2 T2 T2T2

T8T8

T7 T7 T7 T7

T11

T15

T16

T17

T1T1

T12T12

T10

T9

T13

T14

T16

4' -

0"

3' - 0"

3' -

0"

2' -

10"


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A-102

REFLECTED CEILING PLAN,

ROOF PLAN, INTERIOR

ELEVATIONS AND DETAILS

TEE

DNM

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

SCALE: 1/4" = 1'-0"A-102

1 FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A-102

2 ROOF PLAN

NN

ROOF KEYNOTES

R1 ARCHITECTURAL ASPHALT SHINGLES AND 30LB. FELT PAPER

R2 ROOF RIDGE VENT.

R3 EXTENT OF ICE AND WATER SHIELD TO BE INSTALLED.

R4 5" K STYLE 0.027 ALUMINUM GUTTERS. (SEAMLESS)

R5 ROOF VENT (SEE MECH. DWGS.)

R6 2" X 3" .019 ALUMINUM DOWNSPOUTS TO GRADE.

CEILING PLAN KEY NOTES

C1 1/2" GYP. BD. CEILING (PAINT.), ON 2x4 FURRING STRIPS@ 16" O.C., FASTEN TO UNDERSIDE OF JOIST.

C2 AREA OPEN TO ROOF, EXPOSED WOOD JOISTS ANDDECK (SEE STRUCT. DWGS.)

C3 VENTED VINYL SOFFIT.

C4 PVC CLAD WOOD BEAM.

C5 MECHANICAL EQUIPMENT TO BE INSTALLED (SEE MECH.DWGS.)

C6 LIGHT FIXTURE TO BE INSTALLED (SEE ELEC. DWGS.)

C7 EMERENCY LIGHT FIXTURE TO BE INSTALLED (SEE ELEC.DWGS.)

SCALE: 1" = 1'-0"A-102

3 CORNER DETAIL

SCALE: 1/4" = 1'-0"A-102

4 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A-102


SCALE: 1/4" = 1'-0"A-102


INTERIOR ELEVATION KEYNOTES

T1 CMU. WALL TO BE PAINTED.

T2 1" SOLID PLASTIC WALL AND FLOOR MOUNTED TOILET PARTITIONTO BE INSTALLED.

T3 1" SOLID PLASTIC FLOOR MOUNTED URINAL SCREEN TO BEINSTALLED.

T4 WALL MOUNTED SINK TO BE INSTALLED (SEE PLUMB. DWGS.)

T5 24" W X 36" H MIRROR TO BE INSTALLED.

T6 URINAL TO BE INSTALLED (SEE PLUMB. DWGS.)

T7 TOILET TO BE INSTALLED (SEE PLUMB. DWGS.)

T8 GRAB BARS TO BE INSTALLED (SEE G-002 FOR TYP. HC. MOUNTINGHEIGHTS)

T9 WALL MOUNTED CHANGING TABLE TO BE INSTALLED.

T10 WALL MOUNTED ELEC. HAND DRYER TO BE INSTALLED W/ METALWALL PROTECTION PLATE (SEE ELEC. DWGS.)

T11 FRP. DOOR W/ ALUM. FRAME (SEE DOOR SCHEDULE)

T12 FIXED TRANSLUCENT FIBERLASS PANEL SYSTEM WITH FAUXMULLION.

T13 3'W x 4'H 304 STAINLESS STEEL RIGIDIZED METALS CORP., .024GA. PATTERN: SWL, FINISH: SATIN #4 W/430 STAINLESS STEELJ-CHANNEL ON ALL 4' SIDES (NO EXPOSED FASTENERS)

T14 EMERGENCY LIGHT FIXTURE TO BE INSTALLED (SEE ELEC. DWGS.)

T15 WALL MOUNTED LIGHT FIXTURE TO BE INSTALLED (SEE ELEC.DWGS.)

T16 1X3 PINE TRIM, PAINT.

T17 SOAP DISPENSER

Revisions


FIN. FLOOR

0' - 0"

T.O. CMU

10' - 0"

B.O. FOOTING

-4' - 4"

412

4

12

E1

E16

E3

E9

E1

E2E2

E9

E3

E4

E17E10

E13E13

E15

E4

E12

E14

E12

E17

3' - 8" 2' - 0"

E5

E6 4

A-301

___________

CL

CL

4' -

6"

E5

E20

C.J. C.J.

1

A-301

___________

1

A-301

___________

FIN. FLOOR

0' - 0"

T.O. CMU

10' - 0"

B.O. FOOTING

-4' - 4"

2' - 0"2' - 0"

E3E3

E16

E14

E2E2

E1E1

E13E13

E12

2

A-301

___________

C.J. C.J.

1

A-301

___________

1

A-301

___________

FIN. FLOOR

0' - 0"

T.O. CMU

10' - 0"

B.O. FOOTING

-4' - 4"

E2E2E2E2

E11

E3E3E3E3

E16

E4

E13E13

E17

E14

E2E2E1E1 E1E1

3' - 8" 3' - 8"18' - 0"

E5

E12

2

A-301

___________

E18

36" M

AX.

38" M

AX.

43" M

AX.

C.J. C.J.

9' -

0"

R 18' - 0"

FIN. FLOOR

0' - 0"

T.O. CMU

10' - 0"

B.O. FOOTING

-4' - 4"

4

12

4

12

E1

E16

E3

E9

E2

E9

E3

E8

E4

E6

E10

E13E13

E15E15

E14

E17

E12

E12 E1

E4

2' - 0"

E2

3' - 8"

E5

E5

4

A-301

___________

CL

CL

4' -

6"

C.J.

C.J.

C.J.

5

A-201

___________

CMU COLOR KEY

SPLIT FACE CMU (COLOR A)

SPLIT FACE CMU (COLOR B)

5" VINYL SIDING

BUILDING WRAP

1x4 PVC TRIMBOARD, PAINT.

PREFABRICATED WOOD TRUSSES

DOUBLE TOP PLATE(SEE STRUCT. DWGS.)

1/2" APA RATED SHEATHING(SEE STRUCT. DWGS.)

T.O. CMU

10' - 0"

MTL. DRIP EDGE(PRE-FIN.)

SIMULATED STONE VENEER

BACKER ROD AND SEALANT


ANCHOR BOLT(SEE STRUCT. DWGS.)


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EXTERIOR ELEVATIONS

TEE

DNM

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

SCALE: 1/4" = 1'-0"A-201

4 EAST ELEVATIONSCALE: 1/4" = 1'-0"A-201

3 NORTH ELEVATION

SCALE: 1/4" = 1'-0"A-201

1 SOUTH ELEVATIONSCALE: 1/4" = 1'-0"A-201

2 WEST ELEVATION

ELEVATION KEY NOTES

E1 8" REINF. SPLIT FACE CMU BLOCK (COLOR A).

E2 8" REINF. SPLIT FACE CMU BLOCK (COLOR B).

E3 SYNTHETIC STONE VENEER.

E4 .042" DOUBLE 5" WOOD GRAIN CLAPBOARD VINYLSIDING.

E5 5/4" X 4" PVC TRIM BOARD CORNERS W/ RABBETEDCORNERS TO ACCEPT VINYL SIDING.

E6 1x PVC TRIM BOARDS (PAINT.) W/ RABETTED CORNERS.

E8 FIBERGLASS DOOR AND FRAME.

E9 FIXED TRANSLUCENT FIBERLASS PANEL SYSTEM WITHFAUX MULLIONS.

E10 36" DIA. ROUND POLYURETHANE LOUVER WITH TRIM.MODEL FRLV36 BY FYPON OR EQUAL.

E11 DRINKING FOUNTAINS W/ (1) STANDARD HEIGHT, (1)ACCESSIBLE HEIGHT, AND (1) BOTTLEFILLER (SEEPLUMB. DWGS.)

E12 2" X 3" PREFIN. ALUM. DOWNSPOUT. W/ SPLASH BLOCK.

E13 REINF. CONCRETE FOUNDATION AND FOOTING.

E14 ROOF RIDGE VENT.

E15 BRICK VENT TO BE INSTALLED (SEE MECH. DWGS.)

E16 ASPHALT SHINGLE ROOFING.

E17 5" PREFIN. ALUM. K-STYLE GUTTER.

E18 EMERGENCY LIGHT FIXTURE TO BE INSTALLED (SEEELEC. DWGS.)

E20 METERS (SEE ELEC. DWGS.)

SCALE: 1 1/2" = 1'-0"A-201

5 DETAIL

Revisions


FIN. FLOOR

0' - 0"

T.O. CMU

10' - 0"

B.O. FOOTING

-4' - 4"

(1312.0)

(TO CMU)

1' - 4"

(SPL

IT F

ACE

CO

LOR

A)

3' -

4"

(SPL

IT F

ACE

CO

LOR

B)

6' -

8"

FINISHED GRADE(SEE SITE PLAN)

6" GRAVEL SUB-BASE

4" THICK CONC. SLAB(ENTIRE PERIMETER)

8" REINF. SPLIT FACE CONC. BLOCK (SEE STRUCT. DWGS.)

APA RATED SHEATHING(SEE STRUCT. DWGS.)

SEE ROOF PLAN FOR EXTENT OF ICE AND WATER SHIELD, SELF ADHERING MEMBRANE

ARCHITECTURALASPHALT SHINGLE

4" REINF. CONC. BLOCK

1/2" GYP. BD CEILING.ON 2x3 FURRING STRIPS @ 16" O.C., FASTENTO UNDERSIDE OF JOIST

ASPHALT PATH(SEE SITE PLAN)

6" GRAVEL SUB-BASE

SPLIT FACE CMU BEYOND

FIBERGLASS DOOR AND ALUMINUM FRAME

(2) 2X3 WD. FURRING AT 16" O.C.

4

12

4

12

6" GRAVEL SUB-BASE

REINF. CONC. SLAB(SEE STRUCT. DWGS.)

FLOOR AS SCHEDULED

WOMENS01

STORAGE03

RIDGE VENT

APPROVED BACKFILL

APPROVED BACKFILL

2" RIGID INSUL.4'-0" BEYOND EACH SIDEOF PLUMB. CHASE

PRE-ENGINEERED WOOD TRUSS(SEE STRUCTURAL DWGS.)

VINYL VENTED SOFFIT

DOWEL AS REQ'D.

5" PREFIN. ALUM. K-STYLE GUTTER

REPAIR LAWN AT AREAS OF DISTURBED WORK(PROVIDE TOPSOIL AND SEED AS REQ'D.)


03A

8" FULLY GROUTED REINF.CMU FOUNDATION WALL AND CONC. FOOTER(SEE STRUCT. DWGS)

2x4 VERT. WD. FURRING @ 16" O.C.

3" RIGID INSUL.

5/8" GYP. BD., PAINT.

A-301

2

ENGINEERED FILL (SEE STRUCT. DWGS)

UNDISTURBED SUITABLE BEARING GRADE

ENGINEERED FILL (SEE STRUCT. DWGS)

UNDISTURBED SUITABLE BEARING GRADE

REINF. CONC. SLABW/ THICKENED EDGE(SEE SRUCT. DWGS.)

ARCHED BEAM(SEE DETAIL 5/A-301)

1X3 PAINTED PINE TRIM AT ENTIRE CEILING PERIMETER, PAINT.

UNFACED BATT INSUL (R-38) AT SURVEILLANCE EQUIPMENT ROOM O3A

VENTED VINYL SOFFIT

A-301

5

VAPOR BARRIER

30# FELT PAPER


BUILDING WRAP

VINYL SIDINGA-301

4

8" FULLY GROUTED REINF. CMU FOUNDATION WALL AND CONC. FOOTER(SEE STRUCT. DWGS)

RESTROOM SIGNAGE(SEE SPEC)

1' - 4"

5" K-STYLE PREFIN.SEAMLESS ALUM. GUTTER

PRE-FIN. ALUM.DRIP EDGE

2x WD. BLOCKING



30# FELT PAPER

5" VINYL SIDING

BUILDING WRAP



1x PVC TRIMBOARD, PAINT.

2x WD. BLOCKING


2x4 WD. BLOCKING

5" K-STYLE PREFIN.SEAMLESS ALUM. GUTTER


2x WD. BLOCKING

TRIPLE 4" .040"PERFORATED VINYLSOFFIT W/ J-MOLD




30# FELT PAPER

1' - 4"




T.O. CMU

10' - 0"

5" VINYL SIDING

BUILDING WRAP


2x WD. BLOCKING(RADIUSED)

1x PVC TRIMBOARD, PAINT.(1 PIECE RADIUS)

(2) 3/4" PLYWOOD (RADIUSED)

TRIPLE 4" .O4O"SOLID VINYL SOFFITW/ J-MOLD


(2)2x3 FURRING STRIPS @ 16" O.C.





T.O. CMU

10' - 0"

CMU WALL BEYOND

(RAKE.)

6"




30# FELT PAPER

TRIPLE 4" .040"PERFORATED VINYLSOFFIT W/ J-MOLD



5" VINYL SIDING

BUILDING WRAP







T.O. CMU

10' - 0"

MTL. DRIP FLASHING


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SECTIONS AND DETAILS

TEE

DNM

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

SCALE: 1/2" = 1'-0"A-301

1 BUILDING SECTION 1

SCALE: 1 1/2" = 1'-0"A-301

2 DETAILSCALE: 1 1/2" = 1'-0"A-301

4 DETAILSCALE: 1 1/2" = 1'-0"A-301

5 DETAILSCALE: 1 1/2" = 1'-0"A-301

3 DETAIL

Revisions


BRANCH OFF TOP OF PIPE

PIPE TURNED UP

PIPE TURNED DOWN

BRANCH OFF BOTTOM OF PIPE

REDUCER

PIPE BREAK

BALL VALVE

BUTTERFLY VALVE

GATE VALVE

DRAWING SYMBOLS

ANGLE VALVE

CHECK VALVE

BALANCE VALVE

SHUT OFF VALVE (GATE, BALL,OR BUTTERFLY - REFER TO SPECS)

MOTOR OR SOLENOIDCONTROL VALVE (3-WAY)

STEAM TRAP

MOTOR OR SOLENOIDCONTROL VALVE

PRESSURE REDUCING VALVE

TRIPLE DUTY VALVE

RELIEF VALVE

STRAINER

UNION

PRESSURE GAUGE

PUMP

EQUIPMENT TO BE REMOVED

KEYNOTE

SECTION CALLOUT

NEW CONNECTION TO EXISTING

REMOVE TO THIS POINT)

DEMOLITION KEYNOTE

DETAIL NUMBER

RETURN AIR

SUPPLY AIR

DUCT (DIMENSIONS SHOWN INDUCT. DIMENSIONS IN INCHES.)

DUCT SECTION - EXHAUST AIR

DUCT SECTION - SUPPLY AIR

DUCT SECTION - RETURN AIR

14" ROUND DUCT

VOLUME DAMPER

DUCT (DIMENSIONS SHOWN BYLEADER. DIMENSIONS IN INCHES.)

14" Ø

MITERED ELBOW W/ TURNING VANES

INSULATED DUCT (DIM. IS INTERNAL)

EXHAUST GRILLE

REGISTER OR GRILLE - TOP NUMBERREPRESENTS TAG, SEE SCHEDULE;BOTTOM NUMBER REPRESENTS CFM.

RETURN GRILLE

DIFFUSER - LETTER REPRESENTS TAG,SEE SCHEDULE; NUMBER REPRESENTSCFM

SUPPLY DIFFUSER

T

S

H

THERMOSTAT

SENSOR

HUMIDISTAT

APPLICABLE CODES ABBREVIATIONS

%ACADJAFFAFGALTAMBAMPANSIAPPROXAVGBFPBHPBLDGBOBSMTBTUBVCAPCIPCLGCLRCOCOLCONNCONCCONTCU FTCVDCDADCVDCWDEMODHWDIADIPDWHDWVDWG(E)ENGREQESTETREWHEWTEXEXISTEXPEXT°F

PERCENTALTERNATING CURRENTADJACENTABOVE FINISHED FLOORABOVE FINISHED GRADEALTERNATEAMBIENTAMPERE (AMP,AMPS)AMERICAN NATIONAL STANDARD INSTITUTEAPPORXIAMTE (LY)AVERAGEBACKFLOW PREVENTERBRAKE HORSEPOWERBUILDINGBOTTOM OFBASEMENTBRITISH THERMAL UNITBALANCING VALVECAPACITYCAST IRON PIPECEILINGCLEARCLEANOUT or CARBON MONOXIDECOLUMNCONNECTIONCONCRETECONTINUOUSCUBIC FEETVALVE FLOW COEFFICIENTDOUBLE CHECK DETECTOR ASSEMBLYDETECTOR CHECK VALVEDOMESTIC COLD WATERDEMOLISH or DEMOLITIONDOMESTIC HOT WATERDIAMETERDUCTILE IRON PIPEDOMESTIC WATER HEATERDRAIN, WASTE, & VENTDRAWINGEXISTINGENGINEEREQUALESTIMATEDEXISTING TO REMAINELECTRIC WATER HEATERENTERING WATER TEMPERATUREEXISTINGEXISTINGEXPANSIONEXTERIORDEGREES FAHRENHEIT

FAFINFLFLAFPMFPSFTFUTGAGALGCGPMGPDGPHHDHGHORIZHPHPCHPSHRHVACHZIDININSULINTIPSINVKWKWHLBSLFLGLOCLPCLPSLRALWTMATLMAXMBHMECHMFGMINMISCMOCPMPCMPSMTGN/ANC

FREE AREAFINISHEDFLOORFULL LOAD AMPSFEET PER MINUTEFEET PER SECONDFOOT OR FEETFUTUREGAGE OR GAUGEGALLONSGENERAL CONTRACTORGALLONS PER MINUTEGALLONS PER DAYGALLONS PER HOURHEADMERCURYHORIZONTALHORSEPOWERHIGH PRESSURE CONDENSATEHIGH PRESSURE STEAMHOURHEATING, VENTILATING, AND AIR CONDITIONINGFREQUENCYDIAMTER, INSIDEINCHINSULATIONINTERIORIRON PIPE SIZEINVERTKILOWATTKILOWATT HOURPOUNDSLINEAR FEETLENGTHLOCATIONLOW PRESSURE CONDENSATELOW PRESSURE STEAMLOCKED ROTOR AMPSLEAVING WATER TEMPERATUREMATERIALMAXIMUMBTU PER HOUR (THOUSAND)MECHANICALMANUFACTURERMINIMUMMISCELLANEOUSMAXIMUM OVERCURRENT PROTECTIONMEDIUM PRESSURE CONDENSATEMEDIUM PRESSURE STEAMMOUNTINGNOT APPLICABLENORMALLY CLOSED

NICNONPTNRSNTSOCODOS&YPCPLBGPHPRESSPSFPSIPSIGPRVRCVRRECIRCRHWRORPDARPMRPZSCHSPECSPLYSQSQ FTSQ INSTDSUCTT'STATTBDTCTDTEMPTMVTOTYPVVACVARVELVIFVOLWW/W/OWCOWHAWMWPDWTWWP

NOT IN CONTRACTNORMALLY OPENNATIONAL PIPE TREADNON-RISING STEMNOT TO SCALEON CENTERDIAMETER, OUTSIDEOUTSIDE SCREW AND YOKEPLUMBING CONTRACTORPLUMBINGPHASE (ELECTRICAL)PRESSUREPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPSI GUAGEPRESSURE REDUCING VALVERECEIVERRECIRCULATEHOT WATER RE-CIRCULATIONROUGH OPENINGREDUCED-PRESSURE DETECTOR ASSY.REVOLUTIONS PER MINUTEREDUCED-PRESSURE ZONESTEAM CAPTURE HOODSPECIFICATIONSUPPLYSQUARESQUARE FOOT (FEET)SQUARE INCH (INCHES)STANDARDSUCTIONTHERMOSTATTO BE DETERMINEDTEMPERATURE CONTROL CONTRACTORTEMPERATURE DIFFERENCETEMPERATURETHERMOSTATIC MIXING VALVETOP OFTYPICALVOLTVACUUMVARIABLEVELOCITYVERIFY IN FIELDVOLUMEWATTWITHWITH OUTWALL CLEANOUTWATER HAMMER ARRESTERWATER METERWATER PRESSURE DROPWEIGHTWORKING WATER PRESSURE

NOTE:

SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS

1

8

750

A

125

18/8

18/8

18/8

1

M-2

A

M-2

A

M

EQUIPMENT DESIGNATIONS

HC

HP

HWP

HX

PHC

L

PRV

VAV

UH

CA

AHU

CFP

CC

B

CHP

CH

CT

CP

CAV

EF

FT

FCU

CUH

AS

CRU

CV

VD

RCRAC

DHW

ET

FP

PRG

HU

MAU

P

PPU

RTU

RCP

UV

WS

CU

ACU

AD

BDD

MD

VFD

EXISTING DUCTWORK, PIPE, EQUIPMENT

NEW DUCTWORK, PIPE, EQUIPMENT

DUCTWORK, PIPE, EQUIPMENT

TO BE REMOVED

CHWS

GHR

CHILLED WATER SUPPLY

GLYCOL HOT WATER RETURN

CHILLED WATER RETURNCHWR

HPLS

HPLR

HEAT PUMP LOOP SUPPLY

HEAT PUMP LOOP RETURN

GLYCOL HOT WATER SUPPLY

GHSHPC

CA

NG

C

HIGH PRESSURE CONDENSATE

COMPRESSED AIR

NATURAL GAS

CONDENSATE

VAC VACUUM

HPS HIGH PRESSURE STEAM

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

MPC

MPS MEDIUM PRESSURE STEAM

RHL REFRIGERANT H/L PRESSURE

RL

RS

REFRIGERANT LIQUID

REFRIGERANT SUCTION

SV STEAM VENT

CD CONDENSATE DRAIN

CTR

CTS

COOLING TOWER RETURN

COOLING TOWER SUPPLYHWS

HWR

HOT WATER SUPPLY

HOT WATER RETURN

DN

DIRECTION OF FLOW

DIRECTION OF PITCH

MU MAKE-UP WATER

PC PUMPED CONDENSATE

HOT WATER PUMP

HEAT PUMP

HEATING COIL

HEAT EXCHANGER

PREHEAT COIL

LOUVER


VARIABLE AIR VOLUME BOX

UNIT HEATER

AIR COMPRESSOR

COOLING COIL

BOILER

AIR HANDLING UNIT

CHEMICAL FEED PUMP

COOLING TOWER

CHILLER

CONDENSATE PUMP

CHILLED WATER PUMP

EXHAUST FAN

CONSTANT AIR VOLUME BOX

FINNED TUBE

FAN COIL UNIT

CABINET UNIT HEATER

AIR SEPARATOR

CONDENSATE RETURN UNIT

CONTROL VALVE

VOLUME DAMPER

REGISTERCOMPUTER ROOM UNIT

DOMESTIC WATER HEATER

EXPANSION TANK

FIRE PUMP

GAS PRESSURE REGULATOR

HUMIDIFIER

MAKE UP AIR UNITS

PUMP

PUMPING PACKAGED UNIT

ROOF TOP UNIT

RADIANT CEILING PANEL

UNIT VENTILATOR

WATER SOFTENER

CONDENSING UNIT

AIR CONDITIONING UNIT

ACCESS DOOR

BACK DRAFT DAMPER

MOTORIZED DAMPER

VARIABLE SPEED DRIVE

FIRE DAMPER

SD

SMOKE DAMPER

F/SCOMBINATION FIRE / SMOKE DAMPER

AD

AD

AD

ACCESS DOOR TO BE LOCATEDON MOST ACCESSIBLE SIDE OF DUCT



FD

WALL OR DUCT MOUNTED SUPPLY GRILLE

WALL OR DUCT MOUNTED RETURN OR EXHAUST GRILLE

VRF FAN COIL CASSETTE UNIT

MOTOR OPERATED DAMPER

FLEX DUCT

NOTE:


BUILDING CODE OF NEW YORK STATEENERGY CODE OF NEW YORK STATEMECHANICAL CODE OF NEW YORK STATEFIRE CODE OF NEW YORK STATEPLUMBING CODE OF NEW YORK STATEENERGY CONSERVATION CODE OF NEWYORK STATEACCESSIBLE AND USABLE BUILDING ANDFACILITIES-CABO/ANSI A117.1NATIONAL ELECTRIC CODENATIONAL FIRE CODE NFPA 13

123456

7

89

NOTE:NOT ALL SYMBOLS, ABBREVIATIONS ANDEQUIPMENT DESIGNATIONS MAY APPLY TO THISPARTICULAR PROJECT. ANY ADDITIONS OROMISSIONS FROM THIS LEGEND SHEET DOES NOTIMPLY INCLUSION AND/ OR EXCLUSIONS OF ANYPARTICULAR ITEM FROM THIS PROJECT.

MEDIUM PRESSURE CONDENSATE

GENERAL NOTES

C02 CARBON DIOXIDE SENSOR

IW INDIRECT WASTE

18" x 8" FLAT OVAL DUCT18/8


labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

4/25

/201

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M-001

MECHANICAL LEGEND

SHEET

JLJ

JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON

DUCTWORK GENERAL NOTES

1 HVAC CONTRACTOR TO PROVIDE CRANE AND NECESSARY EQUIPMENT TO HOIST ROOF MOUNTED HVAC EQUIPMENT FROMSITE TO FINAL ROOF LOCATION. GENERAL CONTRACTOR TO PROVIDE ALL ROOF PENETRATIONS REQUIRED TOACCOMMODATE HVAC EQUIPMENT OPENINGS AND SET CURBS. HVAC CONTRACTOR TO COORDINATE EXACT LOCATION OFPENETRATIONS WITH G.C. AND SHALL ASSIST WITH SETTING ALL HVAC EQUIPMENT ROOF CURBS. HVAC CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY CAP OF ALL ROOF PENETRATIONS IN INTERIM FROM TIME PENETRATIONS ARECOMPLETE TO TIME EQUIPMENT IS SET ON ROOF CURBS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FLASHINGALL EQUIPMENT CURBS AND OTHER HVAC RELATED ROOF PENETRATIONS. HVAC CONTRACTOR SHALL REMOVE ANDDISPOSE OF TEMPORARY CAP WHEN EQUIPMENT IS SET IN PLACE.

2 PROVIDE 45 DEGREE SHOE-TAP FITTING AND VOLUME DAMPER AT ALL BRANCH DUCT TAKE-OFFS (TOP, SIDE AND BOTTOM)FOR SUPPLY, RETURN AND EXHAUST AIR, UNLESS SHOWN OR NOTED OTHERWISE. VOLUME DAMPERS SHALL BE OMITTEDFROM VAV INLET BRANCH DUCTWORK.

3 COORDINATE HVAC INSTALLATION WITH STRUCTURE, CEILING, LIGHTING, CONDUIT, HEATING AND DOMESTIC PIPING, STORMAND SANITARY DRAIN PIPING (ALL TRADES). PREPARE AND SUBMIT FULL COORDINATION DRAWINGS FOR APPROVAL BYENGINEER PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION.

4 INSULATE OR LINE DUCTWORK AS SPECIFIED IN THE MECHANICAL INSULATION AND METAL DUCTS SPECIFICATIONS ORNOTED ON DRAWINGS. NOTE THAT DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE NET CLEAR DIMENSIONS.

5 ALL 90 DEGREE RECTANGULAR ELBOWS AND DUCTWORK TEES SHALL BE HARD MITERED WITH FACTORY TURNING VANES.TURNING VANES SHALL BE OMITTED FROM AIR TRANSFER DUCT ELBOWS.

6 ALL DUCTWORK PASSING THROUGH NON-FIRE RATED WALLS TO BE SEALED AROUND PERIMETER (BOTH SIDES) WITHDRYWALL JOINT COMPOUND OR APPROVED EQUAL.

7 BALANCING CONTRACTOR TO SET MINIMUM OUTSIDE AIR DAMPER POSITION TO MEET VENTILATION AIR QUANTITIESREQUIRED AS SHOWN ON PLANS OR LISTED IN EQUIPMENT SCHEDULES.

8 NATURAL GAS PIPING WHERE REQUIRED SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR, WHICH SHALL INCLUDEFINAL CONNECTIONS TO HVAC EQUIPMENT. COORDINATE ALL EQUIPMENT LOCATIONS THAT REQUIRE NATURAL GAS WITHTHE PLUMBING CONTRACTOR.

9 THE ABOVE GENERAL NOTES APPLY TO ALL HVAC CONSTRUCTION DOCUMENT DRAWINGS.

Revisions


T

L-3L-1

EF-1

EF-2

EF-3

H-1

8"Ø EA UP TO

9x6

8"Ø EA UP TO 9x6

6"Ø EA UP

STORAGE03


03A

WOMENS01

MENS02

PLUMBING CHASE03B

16/8 EAM

2

150

16/4 EA DUCT DOWN TO 12" AFF WITH SUPPORT LEGS

1

375

L-2

1

375

1

1

3

4

2

FAN SCHEDULENo. Location Service Type CFM S.P. Fan RPM Fan Drive

Motor DataMax. Sones Weight Notes Model No. Manufacturer

Amps Volts Phase

EF-1 WOMEN'S ROOM EXHAUST CEILING MOUNTED 368 0.25 1350 DIRECT 1.34 115 1 4.5 24 LBS 1,2,4 SP-A390 GREENHECK

EF-2 MEN'S ROOM EXHAUST CEILING MOUNTED 368 0.25 1350 DIRECT 1.34 115 1 4.5 24 LBS 1,2,4 SP-A390 GREENHECK

EF-3 SURVEILLANCE ROOM EXHAUST CEILING MOUNTED 154 0.25 1050 DIRECT 1.70 115 1 3.0 10 LBS 1,3,4 SP-B150 GREENHECK

NOTES:1. PROVIDE RJ-6x9 SLOPED ROOF VENT (COLOR TO MATCH ROOFING, COORDINATE WITH ARCHITECT) W/ INTEGRAL BIRD SCREEN AND BACK DRAFT DAMPER.2. INTERLOCK EF OPERATION WITH OCCUPANCY SENSOR, COORDINATE WITH DIVISION 26.3. PROVIDE LINE VOLTAGE THERMOSTAT.4. PROVIDE HANGING VIBRATION ISOLATION KIT FROM SAME MANUFACTURER AS EXHAUST FAN.

LOUVER SCHEDULENo. Size Depth CFM APD (in) Type Remarks Bird Screen Mat'l Manufacturer Model

L-1 32" x 7-3/4" 4" 375 -- STATIONARY 1,2,3 YES ALUM GREENHECK BVE

L-2 32" x 7-3/4" 4" 375 -- STATIONARY 1,2,3 YES ALUM GREENHECK BVE

L-3 16" x 7-3/4" 4" 150 -- STATIONARY 1,2,3,4 YES ALUM GREENHECK BVE

WALL HEATER SCHEDULENo. Type CFM Cap. MBH Electrical KW Amps Mounting Remarks Manufacturer Model

H-1 Electric -- 3413 120 V 1 8.4 WALL 1 Marley CWH1101DSF

NOTES:1. PROVIDE 1/2" MESH BIRD SCREEN ON REAR OF UNIT.2. PROVIDE BAKED ENAMEL FINISH.3. PROVIDE ALUMINUM EXTENSION DUCT FULL WIDTH OF WALL.4. PROVIDE 120V MOTOR OPERATED DAMPER IN DUCT TO POWER OPEN, SPRING CLOSE.

NOTES:1. PROVIDE INTEGRAL THERMOSTAT, SET AT 55 DEG F.

REGISTER SCHEDULENo. Face Size Material Face Pattern Damper Mounting Finish Use Manufacturer

1 34" x 10" STAINLESS STEEL H LOUVERED NONE SURFACE WHITE RETURN 3/4" BLADE SPACING, 45 DEG DEFLECTON PRICE

Model

735

Description

2 12" x 8" STAINLESS STEEL H LOUVERED NONE SURFACE WHITE RETURN 3/4" BLADE SPACING, 45 DEG DEFLECTON PRICE 735

G.C. TO PROVIDE OPENING.COORDINATE SIZE WITH G.C.

CEILINGGRILLE

EXHAU

ST A

IR

FLEXIBLE INSULATEDDUCT SIZETO MATCH FAN DISCHARGE

REMOVE AND REISTALLINSULATION AROUND FAN WHERE REQUIRED

ROOF CAP - PROVIDE ROOF CAPOR EXHAUST FAN W/BDD. FLASHROOF TO MAKE WATER TIGHT .COODINATE INSTALLATION WITHROOF ING CONTRACTOR.

EXISTING ROOF DECK

PROVIDE DUAL SS STRAPS ATALL POINTS BETWEEN FLEX DUCTAND TERMINATION POINTSPROVIDE TAPE TO SECUREINSULATION.

CEILING EXHAUST FAN

M

LOUVER FRAME

SET LOUVER INFROM EXTERIORFACE OF WALL

L 1-1/2" x 1-1/2" x 1/8" GALVANIZED ANGLE, TOP & BOTTOM, CONTINUOUS ANGLE

18 Ga. GALV SLEEVE

PROVIDE CAULK SEALANT ALL AROUND

BIRD SCREEN IN REMOVABLE FRAME (WHEN SCHEDULED)

PROVIDE LOUVER PER SCHEDULE

DAMPER, MOTORIZED CONTROL,BACKDRAFT, COUNTERBALANCED

BACKDRAFT OR OTHER (WHEN SCHEDULED)

DUCTWORK (WHEN SHOWN IN PLAN)

EXTERIOR WALL

1" FLANGE ON ALUMINUM DUCT

16 GA. ALUMINUM WIRE SCREEN1/2" MESH IN REMOVABLE FRAME

20 GAUGE ALUM. SLEEVE

FILL CAULKING SLOT ALL AROUNDWITH CLEAR SILICONE

GRILLE

TAMPER RESISTANT STAINLESS SCREWS


labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

4/25

/201

9 2

:44:

21

PM

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MECHANICAL PLANS

JLJ

JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON

1/4" = 1'-0"M-101

1 MECHANICAL PLAN

NOT TO SCALEM-101

2 EXHAUST FAN DETAIL - THRU ROOF

N

NOT TO SCALEM-101

3 SURVEILLANCE EQUIPMENT ROOM LOUVER DETAILNOT TO SCALEM-101

4 RESTROOM LOUVER DETAIL

MECHANICAL KEY NOTES:

SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF BRICK VENT. MOUNT STAINLESS GRILLE ON INSIDE OF WALL WITH TAMPER RESISTANT SCREWS.

MOUNT LOUVER WHERE SHOWN ON ARCHITECTURAL DRAWING. RUN DUCT DOWN TO 12" ABOVE FLOOR. KEEP DUCT AS TIGHT TO WALL AS POSSIBLE. MOUNT GRILLE IN FACE OF DUCT.

INSULATE EXHAUST DUCT FROM FAN DISCHARGE TO UNDERSIDE OF ROOF.

SET THERMOSTAT AT 75 DEG F. WHEN SPACE TEMPERATURE EXCEEDS SETPOINT, THE EXHAUST FAN SHALL START AND RUN, AND THE MOD SHALL OPEN.

1

2

3

4

Revisions


ELECTRICAL GENERAL NOTES

FOR EXACT LOCATIONS AND SURFACE FINISH CONDITIONS OF CEILINGS, WALLS, OR FLOORS, REFER TO ARCHITECTURAL DRAWINGS.

FOR EXACT LOCATION OF FACILITY EXPANSION JOINTS, FIRE RATED WALLS, AND SMOKE WALLS, REFER TO ARCHITECTURAL DRAWINGS.

VERIFY EXACT LOCATION OF CONNECTION POINTS PRIOR TO ROUGH-IN.

COORDINATE LOCATIONS OF ALL RECEPTACLES AND LUMINAIRES IN MECHANICAL SPACES WITH HVAC CONTRACTOR PRIOR TO ROUGH-IN TO AVOID CONFLICTS WITH EQUIPMENT AND DUCTWORK.

MOUNTING HEIGHTS ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS NOTED OTHERWISE, EXCEPT FOR PENDANT LIGHTING WHICH ARE TO THE BOTTOM OF THE LUMINAIRE. FOR AREAS WITH DIFFERENT FLOOR LEVELS, HEIGHT IS BASED UPON CLOSEST FLOOR OR LANDING TO DEVICE, EQUIPMENT, OR LUMINAIRE. ELEVATIONS GIVEN ON LEGEND SHEET ARE UNLESS NOTED OTHERWISE ON DRAWINGS.

PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE AND TO LOCAL CONTROL DEVICE(S) PER SPECIFICATIONS.

MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 AWG. SIZE BRANCH CIRCUIT CONDUCTORS AS PER NEC AND AS SCHEDULED ON THIS DRAWING BASED ON ACTUAL CIRCUIT DISTANCE. INCLUDE GROUND CONDUCTOR DERATINGS.

PULL A SEPARATE NEUTRAL CONDUCTOR FOR ALL BRANCH CIRCUITS REQUIRING A NEUTRAL CONNECTION. DERATE CONDUCTORS PER NEC ACCORDINGLY. MULTIWIRE BRANCH CIRCUITS ARE NOT ACCEPTABLE.

PROVIDE GROUNDING PER NEC & TIA 607B. PROVIDE GREEN GROUND CONDUCTOR IN ALL BRANCH AND FEEDER CIRCUITS.

DO NOT INSTALL ANY NEW WORK DIRECTLY ABOVE ANY ELECTRICAL PANELS, SWITCHBOARDS, SWITCHGEAR, OR TRANSFORMERS.

CIRCUIT NUMBERS SHOWN FOR EQUIPMENT TO BE CONNECTED TO EXISTING PANELBOARD(S) IS SHOWN FOR DESIGN INTENT ONLY AND MAY NOT CORRESPOND TO ACTUAL CIRCUIT BREAKER MOUNTING POSITION IN THE PANEL. UPDATE THE RECORD DRAWINGS & PANELBOARD DIRECTORY WITH THE ACTUAL CIRCUIT NUMBERS USED TO CORRESPOND TO THE PANEL DIRECTORY.

CONFIRM ALL LABELS AND ROOM NUMBERS WITH OWNER PRIOR TO FINALIZING LABELING AND PROGRAMMING.

COORDINATE FINAL OUTLET LOCATION WITH ALL TRADES AND FURNITURE/MILLWORK PLACEMENT PRIOR TO ROUGH-IN. GENERAL CONTRACTOR SHALL PROVIDE ALL DRILLING AND GROMMETING IN FURNITURE/CASEWORK FOR CORD ACCESS IF REQUIRED.

INSTALL DATA OUTLETS 6" ADJACENT TO ASSOCIATED ELECTRICAL OUTLET.

SWITCHES SHOWN SIDE BY SIDE OR GANGED SHALL BE INSTALLED UNDER A COMMON COVERPLATE, UNLESS NOTED OTHERWISE.

PROVIDE FIRESTOPPING AT ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, CEILINGS, & ROOFS AS CALLED OUT ON ARCHITECTURAL PLANS. PROVIDE ACOUSTICAL SEALANT AT PENETRATIONS THROUGH ALL NON-FIRE RATED WALLS, FLOORS, & CEILINGS.

PROVIDE CONDUIT EXPANSION JOINTS AT ALL EXPANSION JOINTS AS CALLED OUT ON ARCHITECTURAL PLANS.

SITE PLAN CONDUIT ROUTING SHOWN FOR INTENT. REFERENCE CIVIL DRAWINGS FOR UNDERGROUND COORDINATION AND DISTANCE OF RUNS. COORDINATE WITH ALL TRADES.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

ELECTRICAL LEGEND

DEVICE SUBSCRIPTS

II ROMAN NUMERAL INDICATES QUANTITY OF GANGED DEVICES UNDER COMMON FACEPLATE+xx HEIGHT OF DEVICE ABOVE FINISHED FLOOR (IN INCHES)a LOWER CASE LETTER(S) INDICATES SWITCH CONTROL ARRANGEMENT5 NUMERAL INDICATES BRANCH CIRCUIT NUMBER (POWER & LIGHTING)/CANDELA RATING (FIRE ALARM DEVICES)AC INSTALL ABOVE COUNTER, AT 40" AFF. COORDINATE WITH GCCL INSTALL FLUSH IN CEILINGCLS INSTALL ON SURFACE OF CEILINGD DIMMER SWITCH (LIGHTING CONTROL)EO EQUIPMENT SUPPLIED BY OWNEREQ INSTALL IN EQUIPMENT/CASEWORKETR EXISTING TO REMAINEWC RECEPTACLE FOR WATER COOLER. COORDINATE EXACT LOCATION WITH GC & PC PRIOR TO ROUGH-INFL INSTALL FLUSH IN FLOORGFCI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLEGFI GROUND FAULT CIRCUIT INTERRUPTING BREAKER PROTECTEDGFP FEED THROUGH GROUND FAULT CIRCUIT INTERRUPTING PROTECTEDH INSTALL HORIZONTALLYHA HIGH ABUSE COVERPLATE WITH CENTER PIT REJECT SCREWSK KEY OPERATEDLV LOW VOLTAGENIC NOT IN CONTRACT/PROVIDE BY OTHERSO OCCUPANCY SENSOR (AUTOMATIC 'ON' LIGHTING SENSOR SWITCH)P PILOT STYLE TOGGLE SWITCH (PILOT LIGHT 'ON' WHILE DEVICE IS ON OR POWERED)S INSTALL ON SURFACET DIGITAL ELECTRONIC INTERVAL TIMER (LIGHTING SWITCH)TR TAMPER RESISTANTTS DIGITAL ELECTRONIC PROGRAMMABLE TIME SWITCH (LIGHTING SWITCH)VEND RECEPTACLE FOR VENDING MACHINE, INSTALL 44" AFFV VACANCY SENSOR (MANUAL 'ON' LIGHTING SENSOR SWITCH)WP WEATHERPROOF DEVICE / WEATHERPROOF WHILE-IN-USE EXTRA DUTY COVER & WEATHER RESISTANT RECEPTACLEWPS WEATHERPROOF SPRING LOADED COVER (WEATHERPROOF WHEN CLOSED), WEATHER RESISTANT RECEPTACLEWR WEATHER RESISTANT DEVICE/WEATHER RESISTANT RECEPTACLE

CIRCUIT NUMBER(S)11,131LNL1

BRANCH CIRCUIT CONDUCTOR SIZING

CONDUCTOR SIZE (AWG)

NOTES:

1.

2.

3.

4.

90MAXIMUM BRANCH CIRCUIT LENGTH AT 120V (FEET)

MAXIMUM BRANCH CIRCUIT LENGTH AT 277V (FEET)

140 225

205 325 520

#12 #10 #8

INCREASE ALL BRANCH CIRCUIT CONDUCTORS AS INDICATED BASED ON LENGTH OF CIRCUIT, INCLUDING EQUIPMENT GROUNDING CONDUCTOR.

TRANSITION FROM LARGER CONDUCTOR SIZE TO #12 AWG FOR FINAL TERMINATION TO OUTLET DEVICE. PROVIDE JUNCTION BOX WITHIN 10' OF OUTLET AND EXTEND #12 AWG CONDUCTORS TO OUTLET.

LENGTHS ARE FROM OVERCURRENT PROTECTIVE DEVICE, ALONG CIRCUIT ROUTING, TO CENTER OF EQUIPMENT LOAD.

SCHEDULE ASSUMES 12A LOAD, FOR LOADS HIGHER THAN 12A, INCREASE CONDUCTOR SIZE.

CIRCUIT NOTATION:

20A BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE:

EQUIPMENT CONNECTIONS

DIRECT CONNECTION FOR 120V EQUIPMENT CONNECTED TO NORMAL BRANCH

SINGLE PHASE MOTOR/PUMP CONNECTION, REFER TO EQUIPMENT CONNECTION SCHEDULE

THREE PHASE MOTOR/PUMP CONNECTION, REFER TO EQUIPMENT CONNECTION SCHEDULE

SINGLE POINT EQUIPMENT CONNECTION, REFER TO EQUIPMENT CONNECTION SCHEDULE

355

825

#6

565

1310

#4

N

PROVIDE MINIMUM WIRE SIZE AS FOLLOWED UNLESS NOTED OTHERWISE:20A CB - #12 AWG30A CB - #10 AWG40A CB - #8 AWG50A CB - #8 AWGINCREASE SIZE OF CONDUCTOR FOR DISTANCE AS SHOWN BELOW IN 20A BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE.

SOURCE PANELBOARD (IF OTHER THAN NOTED ON SHEET/CIRCUIT BOUNDARY)

GENERAL LINEWORK DESCRIPTIONS & DRAWINGS NOTES

NEW WORK

EXISTING WORK / FUTURE PROVISIONS / NOT IN CONTRACT WORK

WORK TO BE REMOVED (DEMO PLANS) - DEVICE AND ALL ASSOCIATED ELECTRICAL WORK SHALL BE REMOVED BACK TO THE SOURCE, UNLESS NOTED OTHERWISE / UNDERFLOOR/UNDERGROUND CONDUIT (NEW PLANS)

WIRE AND / OR CONDUIT RUN CONTINUED ON REFERENCED DETAIL

MATCH LINE REFERENCING CONTINUATION ON OTHER DRAWING

CALLOUT BOUNDARY - DETAIL AND / OR SECTION REFERENCE / SCOPE OF WORK

BRANCH CIRCUIT BOUNDARY

DRAWING KEYED NOTES

BRANCH CIRCUITING NOTES

DEMO NOTE / FEEDER IDENTIFICATION

KITCHEN / LAB EQUIPMENT TAG

SYMBOL WITH TAIL INDICATES WALL INSTALLATION, HEIGHT AS INDICATED

INDICATES MULTIPLE DEVICES OF DIFFERENT TYPES INSTALLED UNDER COMMON COVERPLATE AT ONE LOCATION (DEVICES SHALL BE INSTALLED UNDER A COMMON COVERPLATE)

#

#

#

#

RACEWAY, BOXES, & BUSWAY

CONDUIT TURNED UP

CONDUIT TURNED DOWN

CAPPED CONDUIT

CONDUIT STUBBED AND BUSHED INTO ACCESSIBLE CEILING CAVITY

SERVICE WEATHERHEAD

MANHOLE

HANDHOLE

POWER ASSIST PUSH PLATE BACKBOX- MOUNTED 44" AFF

POWER ASSIST PUSH PLATE BACKBOX- MULLION MOUNTED 44" AFF

DEVICE BOX WITH BLANK COVERPLATE, HEIGHT AS INDICATED

DEVICE BOX WITH BLANK COVERPLATE, INSTALLED IN CEILING

JUNCTION BOX, HEIGHT AS INDICATED

JUNCTION BOX, INSTALLED IN CEILING

PULL BOX

SYSTEMS CABINET, SURFACE OR FLUSH AS SHOWN, TOP OF TRIM 74" AFF

PB

J

J

B

B

PP1

PP

HH

MH

GROUNDING, BONDING, & LIGHTNING PROTECTION

GROUND ELECTRODE CONDUCTOR

GROUND ROD

GROUND TEST STATION

MECHANICAL CONNECTION

GROUND CONNECTION (MOLDED FUSION WELD OR IRREVERSIBLE)

EQUIPMENT ROOM GROUND TERMINAL BAR, 18" AFF

TELECOMMUNICATIONS MAIN GROUNDING BUSBAR, 18" AFF

TELECOMMUNICATIONS GROUNDING BUSBAR, 18" AFF

GROUND

AIR TERMINAL

ROOF CONDUCTOR

DOWN CONDUCTOR

THRU ROOF

G

GROUND

TMGB

TGB

DC

ELECTRICAL EQUIPMENT

DISCONNECT SWITCH, TYPE PER EQUIPMENT CONNECTION SCHEDULE, SURFACE MOUNTED 48" AFF

CIRCUIT BREAKER (ONE-LINE NOTATION)

FRACTIONAL HORSEPOWER MOTOR CONTROLLER, RECESSED 44" AFF OR ABOVE CEILING (MANUAL THERMAL SWITCH)

COMBINATION MOTOR CONTROLLER/DISCONNECT, PER EQUIPMENT CONNECTION SCHEDULE, 48" AFF

MOTOR CONTROLLER, PER EQUIPMENT CONNECTION SCHEDULE, 48" AFF

VARIABLE SPEED DRIVE/VARIABLE FREQUENCY DRIVE

TRANSFORMER (PLAN NOTATION)

TRANSFORMER (ONE-LINE NOTATION)

METER CABINET/SOCKET (ONE-LINE & PLAN NOTATION)

XXXA-3P

T

M

VFD

M

VSD

ELECTRICAL DEVICES

NEMA 5-20R DUPLEX RECEPTACLE, 18" AFF

NEMA 5-20R DUPLEX RECEPTACLE, INSTALLED FLUSH IN CEILING

NEMA 5-20R GFCI DUPLEX RECEPTACLE, 18" AFF

NEMA 5-20R QUADPLEX (DOUBLE DUPLEX) RECEPTACLE, 18" AFF

NEMA 5-20R QUADPLEX (DOUBLE DUPLEX) RECEPTACLE, INSTALLED FLUSH IN CEILING

NEMA CONFIGURATION TO MATCH INDICATED EQUIPMENT OR AS CALLED OUT, 18" AFF

+30"PI

CIRCUIT #INSTALLATION HEIGHT TO CENTER OF DEVICE IN INCHES (IF OTHER THAN SPECIFIED ON LEGEND)

SUBSCRIPT (IF APPLICABLE)

GENERAL ELECTRICAL DEVICE NOTATION:

15

1LNL1

SOURCE PANELBOARD (IF OTHER THAN NOTED ON SHEET/CIRCUIT BOUNDARY)

LIGHTING CONTROL DEVICES

SINGLE POLE TOGGLE SWITCH, 44" AFF

DIGITAL ELECTRONIC INTERVAL TIMER, WALL-BOX STYLE, 44" AFF

DIGITAL ELECTRONIC PROGRAMMABLE TIME SWITCH, WALL-BOX STYLE, 44" AFF

VACANCY SENSOR SWITCH, DUAL TECHNOLOGY [PIR / ULTRASONIC TECHNOLOGY], SINGLE POLE, WALL-BOX STYLE, 44" AFF

OCCUPANCY SENSOR, LINE VOLTAGE, DUAL TECHNOLOGY [PIR / ULTRASONIC TECHNOLOGY], WIDE VIEW, CEILING MOUNTED

DAYLIGHT SENSING DEVICE (ON/OFF CONTROL), CEILING MOUNTED

PHOTOCELL DEVICE, LINE VOLTAGE, 12" ABOVE ROOF, AIMED NORTH

T

OS

DS

P

V

TS

NOTE: LIGHTING CONTROL DEVICES SHOW FUNCTIONAL REQUIREMENTS, NOT ALL DEVICES NEEDED FOR A FULLY FUNCTIONING SYSTEM. DEPENDING ON CONFIGURATION AND MANUFACTURER, DEVICES SUCH AS POWER PACKS, RELAYS, SINGLE/DOUBLE/TRIPLE

OUTPUT ROOM CONTROLLERS MAY BE NECESSARY. REFER TO DETAILS & SPECIFICATIONS.

LIGHTING

GEOMETRIC SHAPE LUMINAIRE, RECESSED OR SURFACE MOUNTED PER LUMINAIRE SCHEDULE

ILLUMINATED EXIT SIGN - SINGLE/DOUBLE FACE AS SHOWN - DIRECTION OF ARROWS AS INDICATED - CEILING, SURFACE WALL, OR PERPENDICULAR WALL AS SHOWN

SELF CONTAINED BATTERY LIGHTING UNIT

REMOTE LIGHTING LAMP HEAD(S) - CONNECT TO REMOTE BATTERY PACK IN INTERIOR ACCESSIBLE CEILING SPACE

LUMINAIRE(S) AND POLE ASSEMBLY

SURFACE AT GRADE / FLUSH TO GRADE LUMINAIRE

FLOOD OR MONO-POINT LUMINAIRE

BOLLARD WITH INTEGRAL LUMINAIRE

a

CIRCUIT #

SWITCHLEG CONTROL ARRANGEMENT15

1LNL1SOURCE PANELBOARD(IF OTHER THAN NOTED ON SHEET/CIRCUIT BOUNDARY)

GENERAL LUMINAIRE NOTATION:

LD1

LUMINAIRE TYPE - REFER TO LUMINAIRE SCHEDULE

POLE TYPE - REFER TO SITE LIGHTING POLE SCHEDULE/LUMINAIRE SCHEDULE

P-A

DOTS INDICATE PENDANT HUNG

ARROW INDICATES AIMING DIRECTION (WHERE APPLICABLE)

TAIL INDICATES WALL MOUNT STYLE LUMINAIRE

PATTERN INDICATES LUMINAIRE CONNECTED TO UNSWITCHED LIGHTING CIRCUIT

R4 RELAY DESIGNATION (IF APPLICABLE)

NOTE: PROVIDE CONDUIT FROM BOX STUBBED INTO ACCESSIBLE CEILING SPACE. ALL OUTLET ROUGH-INS SHALL BE 4-11/16" SQUARE X 2-1/8" DEEP BACKBOX WITH 4-11/16" SQUARE X 1-1/2" DEEP EXTENSION RING OR 4-11/16" SQUARE X 3-5/8" DEEP BACKBOX. BACKBOX SHALL BE GALVANIZED SHEET STEEL WITH NOT LESS THAN (6) 1-1/4" KNOCKOUTS. PROVIDE SINGLE OR DOUBLE GANG MUDRING AND BLANK COVERPLATE AS INDICATED, OF DEPTH AND TYPE TO PROVIDE A FLUSH INSTALLATION IN FINISHED WALL OR CEILING CONSTRUCTION. PROVIDE CONDUIT FROM BOX STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULLSTRING.

DATA/TELECOMMUNICATIONS OUTLET, 18" AFF

DATA/TELECOMMUNICATIONS OUTLET, 44" AFF OR 6" ABOVE COUNTER

DATA/TELECOMMUNICATION OUTLETS


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DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:



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E-001

ELECTRICAL NOTES,

SYMBOL LEGEND, &

ABBREVIATIONS

APL

TAH

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

Revisions


04/24/2019

EPEP

EP

EPEP

EP

EP EP

EP

EP

EP

EP

PO

PO

PO PO

PO

PO

PO

PO

JS

JS

JS

MS

RFRF

RF

RFRF

RF RF

CA CA CA

CA

CA

CA

CA

CA

CA

40' -

0"

25' - 4"

10' - 0"

214'

- 4

" +/-

METER

POLE 51060

UNDERGROUND CONDUIT - COORDINATE WITH PLUMBING CONTRACTOR TO BE AT LEAST 5' AWAY FROM WATER LINES.

REPAIR PATHWAY

POLE 50320

LIGHTING DISCONNECT SWITCH

HH

COMPLY WITH JAMESTOWN BPU UTILITY WIRING RULES, REQUIREMENTS, AND PER DETAIL DWG E2017012 - LOCATED WITHIN SPECIFICATIONS.

INTERCEPT EXISTING UNDERGROUND CABLING HANDHOLE, RECONNECT EXISTING CIRCUITS. COORDINATE WITH JAMESTOWN BOARD OF PUBLIC UTILITIES & OWNER

UNDERGROUND CONDUIT - REFER TO POWER DISTRIBUTION ONE-LINE DIAGRAM FOR SIZE & WIRING ON E-101, ROUTE TO AVOID TREE ROOTS. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ALL EXCAVATION, BACKFILL, RESTORATION, & ELECTRICAL WORK IN ALTERNATE.

ALTERNATE E-1

HH

HH

PULLBOX

HH

HH

(1) 2.5" CONDUIT WITH 3 OF 300 KCMIL ALUMINUM

(1) 1" CONDUIT WITH PULLSTRING (FUTURE COMMUNICATIONS)

UNDERSLAB CONDUIT, COORDINATE WITH FOUNDATIONS

APPROX AREA - CROSS OVER SEWER LINE - COORDINATE WITH PC.


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DRAWING NUMBER:

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ISSUED FOR:

DRAWN BY:

REVIEWED BY:

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E-100

ELECTRICAL SITE PLAN

APL

TAH

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

1" = 20'-0"E-100

1 ELECTRICAL SITE PLAN

Revisions


04/24/2019

T

M

J J J J J

JJJJ

PB

OS

OS

DS

MDP

+44"

+18"

+18"

+44"

+44"+18"

+44"

3MDP

3MDP

S

S

+44"

3MDP

S

11MDP

9MDP

6MDP

CONNECT TOILET SENSORS USING 2#18AWG WIRE. PROVIDE BACKBOXES FOR SENSORS PER MANUFACTURERS RECOMMENDATIONS. COORDINATE EXACT LOCATION IN FIELD WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. (TYP ALL)

TELCO DEMARC, PROVIDE BACKBOARD. STUB UP AND CAP CONDUIT W/ PULL STRING

ROUTE BELOW CONCRETE SLAB

REFER TO SITE PLAN

REFER TO SITE PLAN REFER TO

SITE PLAN

PROVIDE EMPTY BACKBOXES WITH 3/4" RACEWAY BACK TO TELCO DEMARC

#6 GEC

MIN 6'-0"

HD-2

HD-1

TS-1

WH-1

RP-1

EF-3

EF-1

EF-2

SURVEILLANCE EQUIPMENT03A

STORAGE03

MENS02

PLUMBING CHASE03B

WOMENS01

H-1

17MDP

15MDP

1MDP

1MDP

8,10MDP

7MDP

4MDP

5MDP

13MDP

3MDP

ALTERNATE E-1

+44"3

MDP

S S

LINE VOLTAGE THERMOSTAT (FURNISHED BY MECH CONTRACTOR)

120V DAMPER

T

V

V

LS2 LS2 LS2

LS1LS1

LS4

LS4

LS4

K

K

LS3

LS3

LS1LS1

EBU1

EBU1

EBU1

2MDP

2MDP

LD1

2MDP

LD1

MDP

1MDP

2MDP

2MDP

1MDP

1MDP

2MDP

2MDP

2MDP

1MDP

1MDP

1MDP

1MDP

STORAGE03

SURVEILLANCE EQUIPMENT03A

PLUMBING CHASE03B

MENS02

WOMENS01 T

S

+120"

1

+120"

1

2

2

3

3

1MDP

1MDP

2

240VAC 60A/3P FUSED DISCONNECT SWITCH NEMA 3R

TO JAMESTOWN BPU POLE MOUNTED

XFMR

M

TO EXISTING PARK LIGHTING

ALTERNATE E-1

120/240V MDP

100A MCB

3 #1 AWG AL IN 2" C

3 #4 AWG AL IN 1" C

3 #4 AWG AL + #8 AL GND IN 1" C

24" X 24" X 6" NEMA 4 PULLBOX

#6 AWG CU GEC

#6 AWG CU GEC

CONNECT TO ALL ELECTRODES IN BUILDING INCLUDING BUILDING STEEL AND WATER PIPE 500 East Sixth Street

Jamestown, NY 14701716-483-3153

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E-101

ELECTRICAL FLOOR PLAN

APL

TAH

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORON

0 8' 12' 16'4'

GRAPHIC SCALESCALE: 1/4" = 1'-0"

E-101 - KEYED NOTES

1 COORDINATE WITH OTHER TRADES IN THIS AREA FOR EXACT LOCATION PRIOR TO ROUGH-IN TO AVOID OBSTRUCTIONS.

2 CONNECT TO CIRCUIT UNSWITCHED.

3 CONNECT TO PROGRAMMABLE TIME SWITCH IN STORAGE ROOM 03 & CONNECT TO LOAD SIDE OF DAYLIGHT SENSOR. SET SENSOR TO TURN OFF AT 30 FOOTCANDLES.

1/4" = 1'-0"E-101

1 1ST FLOOR POWER & SYSTEMS PLAN1/4" = 1'-0"E-101

2 1ST FLOOR LIGHTING PLAN

NOT TO SCALEE-101

3 POWER DISTRIBUTION ONE-LINE DIAGRAM

N N

Revisions


04/24/2019

A A

6"MIN

12"

6"MIN

8"MIN.

18"

12"

13"

SECTION A-A

COVER DETAIL

CRUSHED STONE

SAND BED OR CONCRETE AS CALLED FOR IN DETAIL3" MIN ABOVE AND BELOW CONDUIT

3/8"-16 UNC STAINLESS STEEL HEX HEAD BOLT WITH WASHER (TYP OF 2)

1/2"X4" PULL SLOT

LOGO - POWER OR COMMUNICATIONS AS APPLICABLE

PLAN VIEW

SKID RESISTANT HEAVY DUTY COVER WITH LOGO

(2) PRECAST POLYMERCONCRETE (STACKABLE) PULL BOXES.QUAZITE #PC SERIES OR EQUAL

CONDUIT

GASKET

BOX AND COVER FLUSHWITH GRADE

GRADE

CONDUIT

LIGHTING

12"

33" MIN

12"3

6" MIN

FINAL GRADE

NOTE: USE THIS DETAIL FOR ALL SITECONDUIT UNLESS NOTED OTHERWISE

SIZE & QUANTITY OF CONDUIT AS NOTED. SCHEDULE 40 PVC CONDUIT WITH CONDUCTORS AS NOTED.

3" BETWEEN CONDUITS (IF APPLICABLE)

COMPACTED BACKFILL

SAND ENCASE CONDUIT 3" MIN ON ALL SIDES

WARNING MARKER OVER ENTIRE LENGTH


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4/24

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E-102

ELECTRICAL SCHEDULES

APL

TAH

APRIL 26, 2019

BID / CONSTRUCTION

2182911



VILLAGE OF CELORONESTIMATED DEMAND - NC HEAT/COOL: 56 A

NON-COINCIDENT HEATING/COOLING: 0 A

ESTIMATED DEMAND CURRENT: 56 A

CONNECTED CURRENT: 56 A

Receptacle 1980 VA 100.00% 1980 VA ESTIMATED DEMAND LOAD: 13519 VA

Lighting 506 VA 100.00% 506 VA CONNECTED LOAD: 13519 VA

Equipment 11045 VA 100.00% 11045 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND LOAD TOTALS

TOTAL CONNECTED PHASE CURRENTS: 55 A 58 A

TOTAL CONNECTED PHASE LOADS: 6544 VA 6975 VA

29 SPACE -- -- -- 0 0 -- -- -- SPACE 30

27 SPACE -- -- -- 0 0 -- -- -- SPACE 28

25 SPACE -- -- -- 0 0 -- -- -- SPACE 26

23 SPARE 20 A 1 0 0 -- -- -- SPACE 24

21 SPARE 20 A 1 0 0 -- -- -- SPACE 22

19 SPARE 20 A 1 0 0 -- -- -- SPACE 20

17 *HAND DRYER HD-2 - MENS 02 20 A 1 1690 0 -- -- -- SPACE 18

15 *HAND DRYER HD-1 - WOMENS 01 20 A 1 1690 0 1 20 A SPARE 16

13 *TOILET SENSORS TS-1 20 A 1 50 0 1 20 A SPARE 14

11 WOMENS - CONV REC 20 A 1 180 0 1 20 A SPARE 12

9 MENS - CONV REC 20 A 1 180 3000 10

7 SURVEIL RM - WALL HEATER H-1 20 A 1 1000 30002 40 A WATER HEATER WH-1

8

5 RECIRC PUMP RP-1 20 A 1 100 720 1 20 A SURVEILLANCE EQUIPMENT RECEPTACLES** 6

3 RECEPTACLES 20 A 1 900 205 1 20 A EXHAUST FAN EF-3 4

1 BATHROOMS - EF-1/EF-2/LTG 20 A 1 641.4 170 1 20 A ENTRANCE/PLUMB CHASE/STORAGE - LTG 2

CKT CIRCUIT DESCRIPTION BKR POLES A B POLES BKR CIRCUIT DESCRIPTION CKT

** PROVIDE GFCI CIRCUIT BREAKER

* PROVIDE CIRCUIT BREAKER WITH PERMANENT LOCKING PROVISIONS

PANELBOARD SCHEDULE NOTATION:

OPTIONS: ENCLOSURE TYPE: NEMA 1 MODIFICATIONS:

SERVICE ENTRANCE LABEL: YES MOUNTING: SURFACE MCB TRIP: 100 A

FED FROM: # OF WIRES: 3 BUS RATING: 100 A

# OF PHASES: 1 MAIN TYPE: MCB

LOCATION: STORAGE 03 DISTRIBUTION VOLTAGE: 120/240V SINGLE PHASE FULLY RATED AIC: 10K

DESIGNATION: MDPDESIGN BASE: SQUARE D NQ SERIES

EQUIPMENT CONNECTION SCHEDULE

DESIGNATION LOCATION DESCRIPTION LOAD VOLTAGE PHASEPOWERSOURCE

CIRCUITNUMBER

PROTECTIVEDEVICE

RATING (A)

NUMBEROF

POLESCONDUCTORS

& CONDUIT CONTROLLER TYPECONTROLLER

SIZECONTROLLERACCESSORIES DISCONNECT NOTES

EF-1 WOMENS 01 EXHAUST FAN 1.34 A 120 V 1 MDP 1 20 1 2#12 AWG + #12 AWG GND VIA OCCUPANCY SENSOR - - INTEGRAL TO UNIT -

EF-2 MENS 02 EXHAUST FAN 1.34 A 120 V 1 MDP 1 20 1 2#12 AWG + #12 AWG GND VIA OCCUPANCY SENSOR - - INTEGRAL TO UNIT -

EF-3 SURVEILLANCE EQUIPMENT 03A EXHAUST FAN 1.7 A 120 V 1 MDP 4 20 1 2#12 AWG + #12 AWG GND LINE VOLTAGE THERMOSTAT (FURNISHED BY MECHANICAL CONTRACTOR) - - INTEGRAL TO UNIT CONNECT DAMPER & EXHAUST FAN ON LOAD SIDE OF THERMOSTAT

H-1 SURVEILLANCE EQUIPMENT 03A WALL HEATER 1 KW 120 V 1 MDP 7 20 1 2#12 AWG + #12 AWG GND INTEGRAL THERMOSTAT - - INTEGRAL TO UNIT -

HD-1 WOMENS 01 HAND DRYER 1690 W 120 V 1 MDP 15 20 1 2#12 AWG + #12 AWG GND INTEGRAL SENSOR - - LOCKABLE SOURCE CIRCUIT BREAKER -

HD-2 MENS 02 HAND DRYER 1690 W 120 V 1 MDP 17 20 1 2#12 AWG + #12 AWG GND INTEGRAL SENSOR - - LOCKABLE SOURCE CIRCUIT BREAKER -

RP-1 STORAGE 03 RECIRC PUMP 100 W 120 V 1 MDP 5 20 1 2#12 AWG + #12 AWG GND AQUA STAT (FURNISHED BY PLUMBING CONTRACTOR) - - SOURCE CIRCUIT BREAKER WITHIN SIGHT -

TS-1 PLUMBING CHASE 03B TOILET SENSOR TRANSFORMER 50 VA 120 V 1 MDP 13 20 1 2#12 AWG + #12 AWG GND INTEGRAL - - LOCKABLE SOURCE CIRCUIT BREAKER -

WH-1 STORAGE 03 WATER HEATER 6000 W 240 V 1 MDP 8,10 40 2 2#8 AWG + #10 AWG GND INTEGRAL - - SOURCE CIRCUIT BREAKER WITHIN SIGHT -

LUMINAIRE SCHEDULEDESIGNATION DESCRIPTION VOLTAGE WATTAGE LIGHT SOURCE MANUFACTURER MODEL REMARKS

EBU1 EMERGENCY BATTERY UNIT LIGHT 5 W (2) 320 LUMEN LED LITHONIA ELM-UVOLT-LTP-SDRT-WPVS RECESS DEVICE BOX

LD1 WET LOCATION RECESSED LED DOWNLIGHT 120 V 11 W 1000 LUMEN, 80 CRI, 3500K LED EATON PORTFOLIO LD6B10D010-EU6B10208035-6LBM1MW-LGSKT6IP66 RECESSED

LS1 12"W x 57"L x 4"H VANDAL RESISTANT WET LOCATION SURFACE/PENDANT MOUNT LED LUMINAIRE 120 V 49 W 5000 LUMEN, 82 CRI, 3500K LED KENALL MLHA12-48-R-MW-PP-45L35K-DCC-1-DV-TL50 RECESS DEVICE BOX

LS2 VAPORPROOF UTILITY GLOBE LED LUMINAIRE, WALL MOUNT 120 V 26 W 1700 LUMEN, 82 CRI, 4000K LED RAB VXBRLED26NDG SURFACE MOUNT DEVICE BOX

LS3 5"W x 56"L x 4"H VANDAL RESISTANT WET LOCATION WALL SURFACE MOUNT LED LUMINAIRE 120 V 49 W 4700 LUMEN, 82 CRI, 3500K LED KENALL MLHA5-48-R-MW-PP-45L35K-DCC-1-DV-TL50 RECESS DEVICE BOX

LS4 9"W x 48"L x 3"H LENSED WRAP SURFACE/PENDANT MOUNT LED LUMINAIRE 120 V 45 W 4800 LUMEN, 80 CRI, 3500K LED LITHONIA SBL4-4800LM-80CRI-35K-NODIM-MVOLT RECESS DEVICE BOX

120 V

NOT TO SCALEE-102

1 HAND HOLE DETAIL

UTILITY METER

NOT TO SCALEE-102

2 DIRECT BURY CONDUIT TRENCH DETAIL

Revisions


04/24/2019

BRANCH OFF TOP OF PIPE

PIPE TURNED UP

PIPE TURNED DOWN

BRANCH OFF BOTTOM OF PIPE

REDUCER

PIPE BREAK

BALL VALVE

BUTTERFLY VALVE

GATE VALVE

DRAWING SYMBOLS

ANGLE VALVE

CHECK VALVE

BALANCE VALVE

SHUT OFF VALVE (GATE, BALL,OR BUTTERFLY - REFER TO SPECS)

MOTOR OR SOLENOIDCONTROL VALVE (3-WAY)

STEAM TRAP

MOTOR OR SOLENOIDCONTROL VALVE


TRIPLE DUTY VALVE

RELIEF VALVE

STRAINER

UNION

PRESSURE GAUGE

PUMP

EQUIPMENT TO BE REMOVED

KEY NOTE

CO CO CLEAN OUT

SECTION CALLOUT

POINT OF CONNECTION

POINT OF DISCONNECTION

DEMOLITION KEY NOTE

DETAIL NUMBER

APPLICABLE CODES ABBREVIATIONS

%ACADJAFFAFGALTAMBAMPANSIAPPROXAVGBFPBHPBLDGBOBSMTBTUBVCAPCIPCLGCLRCOCOLCONNCONCCONTCU FTCVDCDADCVDCWDEMODHWDIADIPDWHDWVDWG(E)ENGREQESTETREWHEWTEXEXISTEXPEXT°F

PERCENTALTERNATING CURRENTADJACENTABOVE FINISHED FLOORABOVE FINISHED GRADEALTERNATEAMBIENTAMPERE (AMP,AMPS)AMERICAN NATIONAL STANDARD INSTITUTEAPPORXIAMTE (LY)AVERAGEBACKFLOW PREVENTERBRAKE HORSEPOWERBUILDINGBOTTOM OFBASEMENTBRITISH THERMAL UNITBALANCING VALVECAPACITYCAST IRON PIPECEILINGCLEARCLEANOUT or CARBON MONOXIDECOLUMNCONNECTIONCONCRETECONTINUOUSCUBIC FEETVALVE FLOW COEFFICIENTDOUBLE CHECK DETECTOR ASSEMBLYDETECTOR CHECK VALVEDOMESTIC COLD WATERDEMOLISH or DEMOLITIONDOMESTIC HOT WATERDIAMETERDUCTILE IRON PIPEDOMESTIC WATER HEATERDRAIN, WASTE, & VENTDRAWINGEXISTINGENGINEEREQUALESTIMATEDEXISTING TO REMAINELECTRIC WATER HEATERENTERING WATER TEMPERATUREEXISTINGEXISTINGEXPANSIONEXTERIORDEGREES FAHRENHEIT

FAFINFLFLAFPMFPSFTFUTGAGALGCGPMGPDGPHHDHGHORIZHPHPCHPSHRHVACHZIDININSULINTIPSINVKWKWHLBSLFLGLOCLPCLPSLRALWTMATLMAXMBHMECHMFGMINMISCMOCPMPCMPSMTGN/ANC

FREE AREAFINISHEDFLOORFULL LOAD AMPSFEET PER MINUTEFEET PER SECONDFOOT OR FEETFUTUREGAGE OR GAUGEGALLONSGENERAL CONTRACTORGALLONS PER MINUTEGALLONS PER DAYGALLONS PER HOURHEADMERCURYHORIZONTALHORSEPOWERHIGH PRESSURE CONDENSATEHIGH PRESSURE STEAMHOURHEATING, VENTILATING, AND AIR CONDITIONINGFREQUENCYDIAMTER, INSIDEINCHINSULATIONINTERIORIRON PIPE SIZEINVERTKILOWATTKILOWATT HOURPOUNDSLINEAR FEETLENGTHLOCATIONLOW PRESSURE CONDENSATELOW PRESSURE STEAMLOCKED ROTOR AMPSLEAVING WATER TEMPERATUREMATERIALMAXIMUMBTU PER HOUR (THOUSAND)MECHANICALMANUFACTURERMINIMUMMISCELLANEOUSMAXIMUM OVERCURRENT PROTECTIONMEDIUM PRESSURE CONDENSATEMEDIUM PRESSURE STEAMMOUNTINGNOT APPLICABLENORMALLY CLOSED

NICNONPTNRSNTSOCODOS&YPCPLBGPHPRESSPSFPSIPSIGPRVRCVRRECIRCRHWRORPDARPMRPZSCHSPECSPLYSQSQ FTSQ INSTDSUCTT'STATTBDTCTDTEMPTMVTOTYPVVACVARVELVIFVOLWW/W/OWCOWHAWMWPDWTWWP

NOT IN CONTRACTNORMALLY OPENNATIONAL PIPE TREADNON-RISING STEMNOT TO SCALEON CENTERDIAMETER, OUTSIDEOUTSIDE SCREW AND YOKEPLUMBING CONTRACTORPLUMBINGPHASE (ELECTRICAL)PRESSUREPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPSI GUAGEPRESSURE REDUCING VALVERECEIVERRECIRCULATEHOT WATER RE-CIRCULATIONROUGH OPENINGREDUCED-PRESSURE DETECTOR ASSY.REVOLUTIONS PER MINUTEREDUCED-PRESSURE ZONESTEAM CAPTURE HOODSPECIFICATIONSUPPLYSQUARESQUARE FOOT (FEET)SQUARE INCH (INCHES)STANDARDSUCTIONTHERMOSTATTO BE DETERMINEDTEMPERATURE CONTROL CONTRACTORTEMPERATURE DIFFERENCETEMPERATURETHERMOSTATIC MIXING VALVETOP OFTYPICALVOLTVACUUMVARIABLEVELOCITYVERIFY IN FIELDVOLUMEWASTEWITHWITH OUTWALL CLEANOUTWATER HAMMER ARRESTERWATER METERWATER PRESSURE DROPWEIGHTWORKING WATER PRESSURE

NOTE:


1

1

M-2

A

M-2

A

EQUIPMENT DESIGNATIONS

EXISTING PIPE, EQUIPMENT

NEW PIPE, EQUIPMENT

PIPE, EQUIPMENT

TO BE REMOVED

NOTE:


NOTE:NOT ALL SYMBOLS, ABBREVIATIONS ANDEQUIPMENT DESIGNATIONS MAY APPLY TO THISPARTICULAR PROJECT. ANY ADDITIONS OROMISSIONS FROM THIS LEGEND SHEET DOES NOTIMPLY INCLUSION AND/ OR EXCLUSIONS OF ANYPARTICULAR ITEM FROM THIS PROJECT.

GENERAL NOTES

WATER HAMMER ARRESTER

P-TRAP

WHA

F.D. FLOOR DRAIN

R.D. ROOF DRAIN

F.S. FLOOR SINK

P TRAP

DPCO

CS

CV

DF

DWH

EJ

ET

EWC

EWS

FI

HB

KS

LAV

M

MS

NF

P

S

SA

SS

SH

SP

SRV

SWP

TK

UR

WC

WCO

WS

DWP

CO

BT

OS

DECK PLATE CLEANOUT

CUP SINK

CONTROL VALVE

DRINKING FOUNTAIN

DOMESTIC WATER HEATER

EXPANSION JOINT

EXPANSION TANK

ELECTRIC WATER COOLER

EMERGENCY EYEWASH/SHOWER

FILTER

HOSE BIBB

KITCHEN SINK

LAVATORY

METER

MOP SINK

NON-FREEZE HOSE BIB

PUMP

SINK

SHOCK ABSORBER (WATER HAMMERARRESTOR)SERVICE SINK

SHOWER

SUMP PUMP

SAFETY RELIEF VALVE

SEWAGE PUMP

WATER TANK

URINAL

WATER CLOSET

WALL CLEANOUT

WATER SOFTENER

DOMESTIC WATER PUMP

CLEANOUT

BATH TUB

OIL SEPARATOR

COMPRESSED AIR SANITARY DRAIN

DOMESTIC HOT WATER SUPPLY

INDIRECT WASTE

VACUUM

NG

VAC

NATURAL GAS

SAN

DHW

VENT

ACID VENT

ACID WASTE

ST

AV

AW

IW

STORM DRAIN

CA

DCW DOMESTIC COLD WATER

SANITARY DRAIN BELOW GRADESAN

ST STORM DRAIN BELOW GRADE

FUEL OIL SUPPLYFS

FUEL OIL RETURNFR

VDOMESTIC HOT WATER RECIRCDHR

1. BUILDING CODE OF NEW YORK STATE2. MECHANICAL CODE OF NEW YORK STATE3. FIRE CODE OF NEW YORK STATE4. PLUMBING CODE OF NEW YORK STATE5. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE6. ACCESSIBLE AND USUABLE BUILDING AND FACILITIES-CABO/ANSI A117.17. NATIONAL ELECTRIC CODE8. NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS


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DRAWING NUMBER:

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P-001

PLUMBING LEGEND SHEET

JLJ

JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON

PLUMBING GENERAL NOTES

1 DO NOT SHUT DOWN ANY PLUMBING, FIRE PROTECTION, NATURAL GAS, OR RELATED SYSTEMS WITHOUT BUILDING OWNER'S PRIORWRITTEN APPROVAL. FOLLOW ALL OWNER REQUIREMENTS AND SHUT DOWN PROCEDURES AS WELL AS ALL REQUIREMENTS OF THISPROJECT.

2 IF REQUIRED, PROVIDE SHUT DOWNS AND TIE-INS DURING OFF HOURS TO AVOID DISRUPTION OF BUILDING SYSTEMS. COORDINATE ALLSHUT DOWN REQUIREMENTS PRIOR TO SUBMITTING BID (INCLUDE ALL REQUIRED DURING OFF HOURS IN BID).

3 PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES. OBTAIN ALL REQUIRED PERMITS.

4 PROVIDE ALL REQUIRED EXCAVATION, BACKFILL AND COMPACTION FOR ALL UNDERGROUND WORK.

5 FIELD VERIFY EXACT LOCATION, DEPTH, COMPOSITION AND CONDITION OF ALL PIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OFTHE CONTRACT.

6 PROVIDE CUTTING, CORING AND PATCHING OF ALL WALLS, SLABS AND DECKS AS REQUIRED FOR WORK SHOWN. COORDINATE ALL WORKWITH OWNER AND GENERAL CONTRACTOR AND ALL TRADES.

7 PROVIDE SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR ALL UNDERGROUND PIPING PASSING THROUGH OR UNDER FOOTINGS, WALLS,FOUNDATION WALLS, SLABS FLOORS AND/OR UNDERGROUND STRUCTURES. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.

8 WHERE PIPING IS LOCATED OVER FOOTINGS AND/OR OTHER UNDERGROUND STRUCTURES, ROLL DOWN AS REQUIRED TO CONNECT TOSYSTEMS NOTED. PROVIDE ALL REQUIRED OFFSETS, FITTINGS AND CONNECTIONS.

9 PITCH ALL SANITARY, WASTE, AND STORM PIPING AS FOLLOWS: PIPING SMALLER THAN 3", PITCH AT 2 PERCENT (1/4" PER FOOT) MINIMUM.3" AND LARGER, PITCH AT 1 PERCENT (1/8" PER FOOT) MINIMUM.

10 CONNECT TO SITE PIPING OUTSIDE BUILDING AS SHOWN. PROVIDE ALL REQUIRED OFFSETS, FITTINGS AND CONNECTIONS. FIELD VERIFYEXACT LOCATION, DEPTH AND COMPOSITION OF SITE SERVICES AND COORDINATE ALL WORK WITH SITE CONTRACTOR.

11 COORDINATE ALL VENT TERMINATIONS ABOVE ROOF WITH HVAC CONTRACTOR. ALL VENT TERMINATIONS ABOVE ROOF SHALL BE AMINIMUM 10'-0" AWAY FROM ANY HVAC OUTSIDE AIR INTAKE (ROOFTOP UNIT, LOUVER, ETC.).

12 PROVIDE SINGLE HOSE BIBB WITH VACUUM BREAKER (HB) UNDER LAVATORY(S) IN ALL TOILET ROOMS WITH FLOOR DRAINS. ONE REQUIREDPER ROOM.

13 REFER TO ARCHITECTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS FOR ANY PROJECT PHASING REQUIREMENTS.

14 THE ENTIRE PLUMBING SYSTEM SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE PLUMBING CODE OF NEW YORK STATE ANDLOCAL PLUMBING INSPECTOR.

15 THE EXISTING PIPING INDICATED ON THESE PLANS SHALL BE VERIFIED IN THE FIELD FOR EXACT LOCATIONS, QUANTITY, AND PIPE SIZES.

16 THE PIPING INDICATED ON THESE PLANS ARE DIAGRAMATIC. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES PRIOR TOINSTALLATION. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING WITH EXISTING CONDITIONS AND SHALL PROVIDE ANYNECESSARY OFFSETS, REROUTING, TEES, ELBOWS, ETC. REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION.

17 THE CONTRACTOR SHALL OBTAIN AND PAY ALL FEES RELATED TO PERMITTING, INSPECTIONS, TAP-ON FEES, ETC, INCLUDING THE CITY OFJAMESTOWN AND SOUTH AND CENTER SEWER DISTRICT.

18 CONTRACTOR SHALL COORDINATE ANY PLUMBING OR PIPING SYSTEM SHUTDOWN WITH THE OWNER 5 DAYS IN ADVANCE.

19 CONTRACTOR SHALL COORDINATE AND PROVIDE ALL NECESSARY PIPING & PLUMBING FITTINGS, PIPING, MISCELLANEOUS ITEMSREQUIRED FOR A COMPLETE INSTALLATION OF ALL PLUMBING RELATED ITEMS.

20 ALL WORK SHALL BE COORDINATED WITH THE EQUIPMENT VENDORS.

21 THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDER SLAB PIPING WITH EXISTING STRUCTURAL FOUNDATIONS. UNDERGROUND UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO ANY WORK BEING PERFORMED. CONTRACTOR SHALL REPAIR OR

REPLACE ALL PIPING NOT IN PROPER WORKING ORDER OR DAMAGED DURING INSTALLATION OF THE NEW UNDERSLAB PIPING.

22 ALL PLUMBING & PIPING SYSTEMS SHALL BE SUPPORTED AS REQUIRED BY THE STATE AND LOCAL CODE REQUIREMENTS AND PERMANUFACTURER'S RECOMMENDATIONS.

23 ALL PIPING PENETRATIONS THROUGH NEW, EXISTING WALL, OR FLOOR SHALL BE SEALED TO EQUAL THE RATING OF THE NEW, EXISTINGWALL OR FLOOR.

24 THE PLUMBING SYSTEM SHALL BE TESTED AS REQUIRED BY STATE AND LOCAL CODE OR BY THE REQUIREMENTS OF THE LOCAL PLUMBINGINSPECTOR.

25 THE ENTIRE DOMESTIC WATER SYSTEM (EXISTING/NEW) SHALL BE DISINFECTED IN ACCORDANCE TO THE LOCAL CODE & HEALTHDEPARTMENT REQUIREMENTS.

26 THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PER STATE AND LOCAL CODE & PER AUTHORITY HAVING JURISDICTIONREQUIREMENTS.

27 ALL (VTR'S) VENT THRU ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BE COORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKE OPENINGS.

28 CONTRACTOR SHALL INSULATE ALL PLUMBING PIPING PER SPECIFICATION.

29 ALL WORK SHALL BE PERFORMED BY A CITY OF JAMESTOWN LICENSED PLUMBER.

Revisions


BOULEVARD AVENUE

LINDSEY PLACE

NEW AMENITIESBUILDING

~

~

~

1315

1314

1314

1314

1314

1314

1314

1314

1313

1313

1313

1314

1314

1312

1312

1312

1313

1313

1313

1313

1312

1312

1312

1311

1311

1312

1312

1311

1311

1311

1312

1312

1313

1313

1312

1312

1312

13141314

~

~ ~

~

~ ~

~

~

~

~

~

1

2

CP#1

CP#2

CP#3

LT

LT

LT

LT

UP

UP

UPL

PRF

PRF

PR

F

PRF

PRF

PRF

PRF

PRF

HYD

APPROX. LOCATION OF 8"WATER (E)

6"W

ATE

R (

E)

6"WATER (E)

APPROX.R.O.W.

APPROX. R.O.W.

HEDGE

HEDGE

GP

GP

GP

GPGP

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

BLEACHERSDUGOUT

CO

NC

.C

RO

SS

WA

LK

CR

OS

SW

ALK

(WIDTH VARIES)

FLAGPOLES

CONC.MONUMENT

ASPHALT

GARDEN

CONC.

GUTTER

WHITELINE

CURB

CO

NC

.

ASPHALT

GRASS

EXIS

T. A

SPHA

LT

CONC.

STATUE

PLAYGROUND

SHELTER

GRILL

ASPHALT

ASPHALT

GARDENW

/SIGN

PITCHER'SMOUND

BASE

BASE

BASE

BASEBALLDIAMOND

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS GRASS3"

8"

20"

28"

18"

24"

28"

18"

18"

18"

18"18"

24"

30"

ROAD CENTERLINE

CURB

CURB

EXIST. ROAD CENTERLINE

ASPHALT PAVING

CONC. PADCRUSHED STONE DRAINAGE BED

PLANTING BED

ASPHALT PAVING

CONC. PAD

YCO

YCO

4" SAN @ 1.5% SLOPE

4" SAN @ 1.5% SLOPE

2" DCW

2" DCW

2" DCW

2" DCW UP

4" SAN INV 1309.93SEE P-101

CO

CURB STOP

FF 1312.5

INV 1306.10

INV 1305.50

INV 1309.55

CO

1

1

7

5

4

3

INV 1307.67

2

6

ELECTRICAL CONDUITS (SEE ELECTRICAL DRAWINGS)



8

8

8

8

8

FCO

VALVE BOX SHALL BE CENTERED ON VALVE AND SET

ON COMPACTED BACKFILL. IN NO CASE SHALL THE

VALVE BOX BE SUPPORTED BY THE VALVE BODY.

FOR SUPPORT. (MIN. BLOCK SIZE, 4" x 8" x 16")

CONCRETE BLOCK CENTERED UNDER VALVE

5' M

IN.

#1 CRUSHED STONE

FOR WIDTH OF TRENCH

AROUND VALVE BOX

VALVE

VALVE BOX

GRADE

NOTE:

FLOW

TYPICAL PIPINGCONNECTION FORALL FLOORCLEANOUTSPLUG AT END OF

MAIN ONLY

HEAVY DUTY CAST IRON FRAMEW/ SCORIATED, HINGED COVER(J.R. SMITH NO. 4915 OR EQUAL)

PAVING

18"x18" CONCRETE CLEANOUT BOX,SLOPE TOP FOR WATER RUNOFF.

CAST IRON CLEANOUT BODYW/ TAPERED BRONZE PLUG(J.R. SMITH NO. 4283 OR EQUAL)

. 12"

.6"

.10" EFFECTIVE

OPENING

A-A

VIEW A-A

14"

17.75"

14"

FLOW

TYPICAL PIPINGCONNECTION FORALL FLOORCLEANOUTS

CAST IRON CLEANOUT BODYW/ TAPERED BRONZE PLUG

(J.R. SMITH NO. 4283 OR EQUAL)

17.75"

12.75"

15"

TURF WRAPPED COVER AND BOX -LEVEL WITH GRADE

GRADE

8x16x4" THICK CONCRETE SUPPORT BLOCK (TYP 4)

PROVIDE 1/4" STAINLESS STEEL BOLT (TYP 2). DRILL AND TAP COVER TO SECURE.

PROVIDE 1/4" STAINLESS STEEL

BOLT (TYP 4). DRILL AND TAP MOUNTING

FLANGE. BOLT COVER TO FLANGE.

SELECT BACKFILL

END VIEW

TOP VIEW

IN AREAS WITH WET ORUNSTABLE BOTTOMS USE1 1/2" STONE, DEPTH AS

DIRECTED BY THE ENGINEER.

MINIMUM COVER

MACHINE BACKFILL

IN 6" LIFTS

24" FOR SAN. WASTE PIPE

12"

12"

HAND BACKFILL WITH SELECTEDLOOSE EARTH, SAND ORGRAVEL AND COMPACT.

UNDERGROUND PIPE

MACHINE BACKFILL WITH GOOD FILLAS DIRECTED, EXCLUDING LARGEROCKS, FROZEN CHUNKS, DEBRIS,

OR SPONGY MATERIAL ANDCOMPACT AS SHOWN WITHOPTIMUM MOISTURE CONTENT.

HAND BACKFILL WITH SELECTED

MATERIALS AND COMPACT

90% COMPACTION

95% COMPACTION

GRADE

DETECTABLE WARNING

TAPE

FOR SURFACE RESTORATIONREFER TO ADDITIONAL DETAIL3/P-G001

NOTE:BEDDING AND BACKFILLMATERIALINSTALLED & COMPACTED INMAXIMUM 6" LIFTS.

PIPE BEDDING MATERIAL:

• NYSDOT 703-020150-50 MIXTURE OFPRIMARY SIZE 1 &2

• IN ROCK, BACKFILLPIPE ZONE WITHSAND

PIP

E Z

ON

E

12"

PIP

EO

.D.

WARNINGTAPE

TRENCH BACKFILL MATERIAL:

• ROADWAY, SIDEWALK AND ALLDRIVEWAY AREAS:SHALL BE SELECT GRANULAR FILL.

• NON PAVED AREAS:SHALL BE COMMON EARTH BACKFILL

A A

SAFE OPERATIONSHEET PILING

(AS REQUIRED)

6" MIN.IN ROCK

6" MIN.IN ROCK

PIPE

O.D.

DIM. APIPE DIA.

UP TO 18"

19" TO 36"

OVER 36"

1'-0" (MIN.)

1'-6" (MIN.)

2'-0" (MIN.)

6"

9"

12"

DIM. B

B

AT EXISTING PAVEMENT:INITIAL SAWCUT TYPICALEACH SIDE OF TRENCH.(SEE PAVEMENT JOINT DETAILFOR PAVEMENT RESTORATION)

EXISTING ORPROPOSED SURFACE


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P-002

SITE PLUMBING PLAN

JLJ

JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON

N

1" = 20'-0"P-002

1 PLUMBING SITE PLAN

NOT TO SCALEP-002

5 MAINLINE VALVE DETAIL

NOT TO SCALEP-002

3 EXTERIOR CLEANOUT DETAIL

KEY NOTES:

PROVIDE PLAYING FIELD ACCESS COVER. SEE DETAIL.

PROVIDE 1" THICK x 24" WIDE EXTRUDED FOAM INSULATION OVER THE TOP OF ALL SANITARY PIPING WITH LESS THAN 48" OF SOIL COVER, INCLUDING UNDER PAVEMENT TO BUILDING FLOOR PENETRATION.

CONNECT TO EXISTING 6" WATER LINE IN STREET PER JAMESTOWN BPU REQUIREMENTS. CONNECT TO LINE PRIOR TO HYDRANT CUTOFF VALVE. APPLY FOR PERMIT AND PAY ALL FEES. CUT AND PATCH STREET PER MUNICIPAL AUTHORITY REQUIREMENTS. PROVIDE ALL SAFETY EQUIPMENT AND PERSONNEL DURING CONSTRUCTION.

PROVIDE CURB STOP ASSEMBLY PER JAMESTOWN BPU REQUIREMENTS.

PROVIDE NEW UNDERGROUND WATER LINE TO BUILDING. MAINTAIN 5'-0" MINIMUM COVER. EXCAVATE AND RESTORE ALL SURFACES TO MATCH EXISTING. PROVIDE TRENCH AND BACKFILL FOR WATER LINE.

CONNECT TO MANHOLE PER SOUTH AND CENTER SEWER DISTRICT REQUIREMENTS. APPLY FOR PERMIT AND PAY ALL FEES. CUT AND PATCH STREET PER MUNICIPAL AUTHORITY REQUIREMENTS. PROVIDE ALL SAFETY EQUIPMENT AND PERSONNEL DURING CONSTRUCTION.

PROVIDE SCHEDULE 40 PVC PIPE SLEEVE FOR DOMESTIC WATER PIPE TO 5 FEET FROM CENTER LINE OF SEWER PIPE IN BOTH DIRECTIONS. PROVIDE 18" SEPERATION FROM SLEEVE TO SEWER LINE. OFFSET WATER LINE DOWN THRU SLEEVE AND BACK UP AS REQUIRED.

COORDINATE WORK WITH ELECTRICAL CONDUIT. MAINTAIN 5'-0" MINIMUM SEPERATION.

1

2

3

4

5

6

7

NOT TO SCALEP-002

6 FIELD CLEANOUT ACCESS BOX

8

NOT TO SCALEP-002

4 SANTARY PIPE BEDDING DETAIL

NOT TO SCALEP-002

2 WATER PIPE BEDDING DETAIL

Revisions


2" DCW DOWN

WH-1

WC-2

WC-2

WC-1

WC-1 WC-1

UR-2 UR-1 UR-1

LAV-2

LAV-2LAV-1

LAV-1

DF-1

2" DCW2" DCW

1" DHW

1/2" DHR

2" DCW

1 1/2" DCW

1 1/2" DCW1" DCW

3/4" DCW

3/4" DHW

1/2" DCW

HB-1

1" DCW

1

HB-1

2

2

5

1

3 3 3

44

4

44

WC-1

4

1 1

HB-1

26

HB-1

2

3/4" DCW

2" D

CW

UG

2" DCW (UG)

RP-1

RPZ-1

SEE SITE PLAN FOR CONTINUATION

WOMENS01

MENS02

STORAGE03


03A

WH-1

WC-2

WC-2

WC-1

WC-1WC-1

UR-2 UR-1 UR-1

LAV-2

LAV-2

LAV-1

LAV-1

FD-1

FD-1

FD-14" SAN DOWN

4" SAN

4" SAN

4" SAN

4" SAN

2" V3" V

3" V3" V2" V2" V

2" V

4" DRAIN TO OUTSIDE WITH BUG SCREEN

CO

CO4" SAN 4" SAN 4" SAN 4" SAN

4"

SA

N

4" SAN 4" SAN

4" SAN

2" V4" SAN

4"

SA

N11

7

3

3

3

WC-1 4

444

4

2

41 1

FD-1

72

5

6

7

4" SAN

DF-1

SEE SITE PLANFOR CONTINUATION

4" SAN FCO

WOMENS01

MENS02


03A

STORAGE03

FCOFCO

WC-2

WC-1

WC-2

WC-1

WC-1

WC-1

UR-1

UR-1

UR-2

FD-1

FD-1

FD-1

FD-1

WH-1

LAV-2

LAV-1

LAV-2

LAV-1

DF-1

RPZ-1

WATER METER

AIR BLOW OUT PORT

2" DCW UG

2" DCW

3/4" DCW

1" DCW

1" DHW

1/2" DHR

1" DCW

2" DCW

1" DCW

1" DHW

1/2" DHR

2" DCW

1" DCW

1" DCW

3/4" DCW

3/4" DCW3/4" DCW

1" DCW

1" DCW

1 1/2" DCW

1 1/2" DCW

1" DCW

1/2" DCW

3/4" DCW

1/2" DCW

1/2" DCW

3/4" DCW

3/4" DCW

1/2" DCW

1/2" DHW

1/2" DHR

1/2" DCW

1/2" DHW

1/2" DHR

1/2" DHW

1/2" DHR

3/4" DHW

1/2" DHW

1/2" DHR

3/4" DHW

HB-1

HB-1

HB-1

HB-1

SEE WATER HEATER DETAIL

FCO

DRAIN VALVE RP-1

FCO

FCO

4" SAN UG

4" SAN UG

4" SAN UG

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN4" SAN UG

WC-2

WC-1

WC-2

WC-1

WC-1

WC-1

UR-1

UR-1UR-2

FD-1

FD-1

FD-1

FD-1

WH-1

LAV-2

LAV-1

LAV-2

LAV-1

DF-1

3" VTR

3" V

2" V

2" V

2" V

2" V

2" V

3" V

2" V

2" V

3" V

2" V

2" V

2" V

2" V

2" V1 1/2" V

1 1/2" V

1 1/2" V

1 1/2" V

2" V

4" SAN

4" SAN UG

1 1/2" SAN

FLOOR

3" V

FCO

FCO

FCO

4"(E) UG

4"(E) UG

CO

CO


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alteration.

DRAWING NUMBER:

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REVIEWED BY:

PROJECT NUMBER:

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/201

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P-101

PLUMBING PLAN

JLJ

JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON 1/4" = 1'-0"P-101

1 DOMESTIC PLUMBING PLAN 1/4" = 1'-0"P-101

2 SANITARY PLUMBING PLAN

N N

PLUMBING KEY NOTES:

PROVIDE LAV AND ALL ASSOCIATED ACCESSORIES. PROVIDE 1/2" DCW, DHW, DHR DOWN TO FIXTURE. PROVIDE 2" SAN UP TO FIXTURE. PROVIDE 1-1/2" VENT UP.

PROVIDE HB AND ALL ASSOCIATED ACCESSORIES. PROVIDE 3/4" DCW DOWN TO FIXTURE.

PROVIDE UR AND ALL ASSOCIATED ACCESSORIES. PROVIDE 3/4" DCW DOWN TO FIXTURE. PROVIDE 2" SAN UP TO FIXTURE. PROVIDE 2" VENT UP.

PROVIDE WC AND ALL ASSOCIATED ACCESSORIES. PROVIDE 1" DCW DOWN TO FIXTURE. PROVIDE 4" SAN UP TO FIXTURE. PROVIDE 2" VENT UP.

PROVIDE DF AND ALL ASSOCIATED ACCESSORIES. PROVIDE 1/2" DCW DOWN TO FIXTURE. PROVIDE 2" SAN UP TO FIXTURE. PROVIDE 1-1/2" VENT UP.

PROVIDE WH-1 AND ALL ASSOCIATED ACCESSORIES. PROVIDE 1" DCW, 1" DHW, 1/2" DHR DOWN. SEE P-501 FOR CONNECTION DETAILS. ROUTE DRAIN PIPING FROM WH RELIEF TO FD.

PROVIDE FD AND ALL ASSOCIATED ACCESSORIES. PROVIDE 4" SAN UP TO FIXTURE WITH P-TRAP.

1

2

3

4

5

6

P-101

3 DOMESTIC ISOMETRICP-101

4 SANITARY ISOMETRIC

7

PLUMBING GENERAL NOTES:

1. PITCH ALL PIPING TO SERVICEABLE LOW POINTS TO PERMIT COMPLETE DRAINAGE FOR COLDER WEATHER.

Revisions


ELEVATION

CHASE

VENT PIPE

URINAL

FLUSH VALVE

REFER TOARCHITECTURALELEVATIONS FORMOUNTING HEIGHT

CARRIER. REFER TOSPECIFICATION SECTION15410.

-

C.I. CLEANOUTFERRULE & PLUG

SANITARY/STORMSEWER

CLEANOUT ACCESS COVER (DPCO) PROVIDE 18"X18"X6" CONCRETE PAD

WHEN FINISHING AT EXTERIOR OFBUILDING. FINISHED FLOOR OR PAVEDAREA.

FD-1 (NICKEL BRONZE GRATE) REFER TO PLUMBING ACCESSORIES SPECIFICATIONS.

FINISH FLOOR OR TILE

MEMBRANE FLASHING AS REQUIRED.

MEMBRANE ANCHOR FLANGE

ADJUSTABLE COLLAR WITH 1-5/8" TO 2-3/4" ADJUSTMENT TO

FINISH FLOOR

ASSE 1072 MECHANICAL TRAP SEAL FITTING

4" DEEP SEAL P-TRAP

24"

MIN

ALL THREAD ROD

NUT (TOP & BOTTOM)

WASHER (TOP & BOTTOM)

CLEVIS HANGER

INSULATION

PIPE

INSULATION PROTECTIVESHEETMETAL SHIELD

METAL DECK CONCRETE FLOOR SLAB

WATERPROOF CAULK

PIPE INSULATION (WHERE REQ'D)

PIPE

6"

FIRE RESISTANT SILICONE FOAM SEALER

PIPE SLEEVE

CUT OPENING IN EXISTING

PRESSURE INJECT EPOXY GROUT TOCOMPLETELY FILL ANNULAR SPACE

BETWEEN PIPE AND WALL . SEESPECIFICATION 030130 MAINTENANCE OF

CONCRETE.

CUT OPENING IN EXISTING

PRESSURE INJECT EPOXY GROUT TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND WALL . SEE SPECIFICATION 030130 MAINTENANCE OF CONCRETE.

CONTINUOUSLY WELDED WATER STOP & ANCHOR COLLAR, WATERPROOF FLOORS ONLY. MIN. 1" ALL OTHERS TO HAVE ANCHOR LUGS (MIN. 3 REQ'D).

MIN.12"

10"

18"

SEALANT

STAINLESS STEELCLAMP

FLASHING

VENT

ROOFING

ROOF DECK

ELEVATION

1'-0"

CHASE

VENT

WALL

CARRIERBODY

PIPE SUPPORT

FLUSH VALVE

ESCUTCHEON

SEAT

WATER CLOSET

ADJUSTABLE FEET

PIPE FITTING

FINISHED FLOOR

C.W. SUPPLY

FINISHED FLOOR

PRESSURE GAUGE

METER

RPZ-1

60" MAX30" MIN

2" DOMESTIC COLD WATER SERVICE

BACKFLOW PREVENTER AIR GAPDISCHARGE FITTING, PIPED

FULL SIZE TO EXTERIOR (TYP.)PROVIDE SCREEN ON DISCHARGE

2" DOMESTIC COLD WATERTO FACILITY

ADJUSTABLE PIPESUPPORT (TYP.)

WATER METER BYUTILITY COMPANY

SHUT-OFF VALVE (TYP.)

2" REDUCED PRESSUREZONE BACKFLOW

PREVENTER

4"

2"

2"

PRV

8" MINIMUM BEHIND BFP FOR SERVICE30" IN FRONT FOR SERVICE

DRAIN VALVE WITH HOSE CONNECTION AND VACUUM BREAKER

A. 1.28 GPF, DUAL-FILTERED FIXED BYPASS DIAPHRAGM, ROUGH BRASS FINISH, POLISHED CHROME WALL PLATE FINISH, SINGLE FLUSH, 2-10.75 L DIMENSION, HARDWIRED, SENSOR-OPERATED, SLOAN® CONCEALED SENSOR FLUSHOMETER. EXTRA HEAVY WEIGHT INJECTION MOLDED SOLID PLASTIC ELONGATED SEAT WITH OPEN FRONT, LESS COVER AND STAINLESS STEEL SELF SUSTAINING CHECK HINGES, SIMILAR TO BEMIS 1655SSC.

B. 0.5 GPF, DUAL-FILTERED FIXED BYPASS DIAPHRAGM, ROUGH BRASS FINISH, POLISHED CHROME WALL PLATE FINISH, SINGLE FLUSH, LESS CONTROL STOP, 2-10.75 L DIMENSION, HARDWIRED, SENSOR-OPERATED, SLOAN® CONCEALED SENSOR URINAL FLUSHOMETER. CARRIER WITH DURA COATED RECTANGULAR STEEL UPRIGHTS ANCHORS TO FLOOR WITH BEARING PLATE, SIMILAR TO ZURN MODEL Z1222.

C. DECK MOUNTED CHROME PLATED CAST BRASS, 4" FIXED CENTERS, 4" RIGID SPOUT WITH 1.5 GPM VANDAL RESISTANT AERATOR, ADA COMPLIANT METERING PUSH BUTTON INDEXED HANDLES, SIMILAR TO T&S MODEL B-0831-VF05. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" TAILPIECE, SIMILAR TO McGUIRE MODEL 155A. CHROME PLATED CAST BRASS 1-1/4"x1-1/2" P-TRAP WITH CLEAN OUT PLUG AND TUBING TO WALL WITH SET-SCREW ESCUTCHEON SIMILAR TO MCGUIRE MODEL 8902. CHROME PLATED CAST BRASS SUPPLIES WITH LOOSE KEY ANGLE STOP AND SET-SCREW ESCUTCHEON. PROVIDE TRAP AND SUPPLY COVERING TO MEET ADA REQUIREMENTS, SIMILAR TO "PRO-WRAP".

D. CAST IRON DEEP SEAL P-TRAP, SIMILAR TO ZURN MODEL Z-1000 AND MECHANICAL SEAL SIMILAR TO SURE SEAL.

SHUT OFF WATER SUPPLY TO FACILITY AND OPEN ALL DRAIN VALVES.

WINTERIZING PROCEDURE

1.1 WATER SUPPLY

AFTER REMOVAL OF ALL FLUSH VALVES, AND DISCONNECTION OF WATER SUPPLIES, PURGEPIPING SYSTEM WITH COMPRESSED AIR.

LEAVE HEAT OPERATIONAL IN METER ROOM.

REMOVE FLUSH VALVE COMPLETE WITH DIAPHRAGM, ACTUATOR, VACUUM BREAKER, ETC.AND PLACE IN PLASTIC (ZIPLOC) BAG AND STORE IN A COOLER DARK AREA ABOVE FREEZING.

1.4 WATER CLOSETS

REMOVE WATER FROM WATER CLOSET TRAP AND FILL WITH ANTI-FREEZE.

1.5 URINALS

REMOVE FLUSH VALVE COMPLETE WITH DIAPHRAGM, ACTUATOR, VACUUM BREAKER, ETC.AND PLACE IN PLASTIC (ZIPLOC) BAG AND STORE IN A COOLER DARK AREA ABOVE FREEZING.

REMOVE WATER FROM URINAL TRAP AND FILL WITH ANTI-FREEZE.

1.6 LAVATORIES

DISCONNECT SUPPLIES AND APPLY COMPRESSED AIR TO THE SUPPLY SERVING THE FAUCETTO REMOVE STATIC WATER IN THE FAUCET.

REMOVE WATER FROM LAVATORY TRAP AND FILL WITH ANTI-FREEZE.

DISCONNECT ELECTRICAL POWER.

1.7 WATER HEATER

REMOVE THE CLEANOUT PLATES OR DRAIN VALVE FROM THE BOTTOM OF THE WATERHEATER. LEAVE BASE PLATES OR VALVE OFF WHILE HEATER IS NOT IN USE.

ALL TRAPS MUST BE FILLED WITH PLUMBER'S ANTI-FREEZE TO PREVENT SEWER GASESFROM FILLING UP THE FACILITY DURING PERIOD IT IS NOT USED. TRAPS INCLUDE INTERNALFIXTURE TRAPS (I.E. WATER CLOSETS) AND EXTERNAL P-TRAPS (I.E. FLOOR DRAINS).

1.8 ANTI-FREEZE

OPEN HOSE BIB AND PURGE PIPING WITH AIR.

1.9 HOSE BIB

PLUMBING FIXTURE SCHEDULEMark Trim Cold Hot San/W Vent Support Remarks Manufacturer Model

WC-1 A 1" --- 4" 2" CARRIER --- AMERICAN STANDARD 2634.101

WC-2 A 1" --- 4" 2" CARRIER ADA AMERICAN STANDARD 2634.101

UR-1 B 3/4" --- 2" 2" CARRIER --- AMERICAN STANDARD 6515.001

UR-2 B 3/4" --- 2" 2" CARRIER ADA AMERICAN STANDARD 6515.001

LAV-1 C 1/2' 1/2' 1-1/2' 1-1/2' CARRIER --- AMERICAN STANDARD 0355.012

LAV-2 C 1/2' 1/2' 1-1/2' 1-1/2' CARRIER ADA AMERICAN STANDARD 0355.012

FD-1 D --- --- 4" 2" FLOOR MTD. --- WATTS FD-100-A

HB-1 --- 3/4" --- --- --- WALL MTD. --- JR SMITH 5509QT

ELECTRIC WATER HEATER SCHEDULEMark Service Location Storage Cap. Elements Watts/Element Total Watts Recovery @ 110°F Accessories Electric Dimensions Remarks Manufacturer Model

WH-1 TOILET ROOMS STORAGE 30 1 6000 6000 25 GPH T&P RELIEF 240/1 20" DIA. x 36" H --- LOCHINVAR CHA06030A

DF-1 --- 1/2" --- 1-1/2" 1-1/2" WALL MTD. --- ELKAY LK4409BF

REMOVE FRONT PANEL TO DISCONNECT COOLER FROM ELECTRICAL SUPPLY AND SHUT OFF WATER. NOTE: COOLERS WITH AN ELECTRICALLY OPERATED SOLENOID VALVE WILL NEED TO HAVE THE ELECTRICITY ON TO ALLOW THE SOLENOID VALVE TO BE OPENED.DISCONNECT 3/8" WATER LINE FROM SHUTOFF VALVE.DEPRESS THE PUSH-BUTTON AND BLOW COMPRESSED AIR INTO THE 3/8" WATER INLET LINE THROUGH ENTIRE COOLER WATER SYSTEM UNTIL ONLY AIR COMES OUT OF THE BUBBLER.REMOVE THE TRAP FROM THE DRAIN LINE AND EMPTY ANY WATER.

1.10 DRINKING FOUNTAIN

RECIRCULATION PUMP SCHEDULETAG SERVICE LOCATION GPM@FT. HD. PIPE CONNECTION SIZE

MOTORMANUFACTURER & MODEL OPTIONS & ACCESSORIES NOTES

HP RPM VOLT/PH/HZ

RP-1 RESTROOM LAVATORIES STORAGE 1.0 @ 9.5' 1/2" NPT 1/40 3250 115/1/60 TACO 006B 7 DAY TIMER & AQUASTAT 1,2

BACKFLOW PREVENTER SCHEDULENo. Location Service Type Shut-off Valves Conn. Size Design Flow Press. Drop Notes Manufacturer Model

RPZ-1 SURVEILLANCE EQUIPMENT DOMESTIC WATER REDUCED PRESSURE ZONE 1/4 TURN FULL PORT BALL VALVES 2" 65 GPM 13 PSI 1,2,3 Watts LF 909-QT

NOTES:1. LEAD FREE CONSTRUCTION.2. PROVIDE AIR GAP FITTING.3. PROVIDE INLINE STRAINER.

NOTES:

1. PROVIDE AQUASTAT AND 7 DAY TIMER. WIRE TO CONTROL PUMP.2. UNION CONNECTIONS.

NOTES:1. PROVIDE AMTROL ST-12 EXPANSION TANK

DISCONNECT ELECTRICAL POWER. REMOVE PUMP FROM PIPING AND DRAIN ALL WATER. REINSTALL PUMP.

1.11 RECIRCULATION PUMP

D

FUNNEL WASTE CONN.,PIPED AS INDICATED ONPLANS

FINISHED FLOOR

DRAIN PAN WITH OUTLETPIPED TO W CONN W/ AIR GAP

SHUT-OFF VALVE (TYPICAL)

VACUUM RELIEF VALVE

DIELECTRIC UNION(TYPICAL)

TEMPERATURE ANDPRESSURE RELIEF VALVE

THERMOMETER W/ WELL (TYPICAL)

RELIEF PIPE - FULL SIZE TOWASTE W/ INDIRECT CONN.

COLD WATER SUPPLY

HOT WATER SUPPLY

RECIRCULATING HOT WATER

DIAPHRAGM EXPANSION TANK

HOT WATER RECIRC. PUMP (RP-1),CONTROLLED BY TIME CLOCKSUPPLIED WITH PUMP.

CHECK VALVE (TYPICAL)

BALANCING VALVE(TYPICAL)

ELECTRIC WATER HEATER

HOUSEKEEPING PAD

DRAIN VALVE

MAY EXTEND ASWASTE OR VENT

FOR WALL CONSTRUCTIONREFERENCE ARCH. DWGS.

C.I. CLEANOUT TEE

WASTE LINELENGTH TO SUIT

CLEANOUT PLUG

COUNTERSUNKSCREW

POUSHED S.S.ACCESS COVER

1/8" BEND ANDEND OF LINECLEANOUT

WASTE LINE

LEAN CONCRETE OR CLSM

2" WATER PIPE

FINISHED GRADE

FOUNDATIONAND FOOTING

TO WATER METER

COMPACTEDEARTH

COMPACTED EARTH

SLAB ON GRADE FLOOR.

NOTES:1. PROVIDE THRUST BLOCKS AT ALL BELOW GRADE CHANGES IN

DIRECTION. SEE DETAILS 3/C6.2 AND 4/C6.22. PROVIDE SLEEVES AT ALL WALL AND FLOOR PENETRATIONS.3. PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING PER CODE.4. PROVIDE 1" THICK FIBERGLASS INSULATION WITH ASJ AND VAPOR

BARRIER ON ALL INTERIOR COLD WATER PIPING.5. PROVIDE 2" FOAM BOARD INSULATION FROM FROST LINE TO FLOOR

SLAB ON ALL BELOW GRADE EXTERIOR WALLS PRIOR TO BACK FILLING

2" FOAM INSULATIONBOARD. EXTEND TO

FROST LINE.

SEE SLEEVE DETAIL

SEE SLEEVE DETAIL

SEE TRENCH AND PIPEBEDDING DETAIL

6" MIN

5' MINIMUM

ALL JOINTS BRAZED

PRESSURE GUAGE

1/2" THERMOSTATIC

TEMPERING VALVE (TYP)

1/2" TW

1/2" CW SUPPLY

1 1/4" O.D. TAILPIECE

1/2" CW SUPPLY1/2" HW SUPPLY

1/2" TW

1/2" CW SUPPLY1/2" CW SUPPLY1/2" HW SUPPLY

1 1/4" O.D. TAILPIECE

NOTE: HOT WATER RECIRCULATION PIPING SHALL CONNECT TODOMESTIC HOT WATER LINE WITHIN 2'-0" OF FIXTURE CONNECTION. SEE PLANS FOR PIPE SIZING.

DHR

DHW

DCW

OMEGA THERMAL BALANCEVALVE, 0.5 GPM MAX.

1/2" FOR UP TO 2 LAVS3/4" FOR UP TO 7 LAVS

3/8" OR 1/2" HW CONNECTION

FLOOR

WALL

V

1-1/4"

CONNECT VENT SYSTEMABOVE CEILING

1 1/2"

1/2"

CONNECT 1/2" CW TOMAIN ABOVE CEILING

1/2"

3/8" THICK PLATE, STEEL, PAINTED

3/8" STAINLESS BOLTS (TYP 4)DF-1

TRAP

VALVE

UNION

WATER

OPERATING ROD AND CASINGLENGTH = WALL DEPTH + 2"

WALL BOX

GRADE

WALL

THICKNESS

MIN

24"

SHUTOFF VALVE

UNION 3/4" HOSECONNECTION

3/4" I.P.S.

3/4" CW OPTIONAL WATER

FEED FROM ABOVEBUILDING EXTERIOR

BUILDING INTERIOR

ACCESS PANELLOCATION BASEDON PIPE FEED

3/4" CW OPTIONAL WATERFEED FROM ABOVE

WALL BOX


labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

4/25

/201

9 2

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PLUMBING DETAILS

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JSN

APRIL 26, 2019

BID / CONSTRUCTION

2182911


NEW PARK AMENITIES

BUILDING

VILLAGE OF CELORON

NOT TO SCALEP-501

12 WALL HUNG URINAL DETAIL

NOT TO SCALEP-501

2 DECKPLATE CLEANOUTNOT TO SCALEP-501

3 FLOOR DRAIN DETAILNOT TO SCALEP-501

4 PIPE CLEVIS HANGER DETAIL NOT TO SCALEP-501

5 PIPE SLEEVE THROUGH FLOOR DETAIL

NOT TO SCALEP-501

6 VENT THROUGH ROOF

NOT TO SCALEP-501

9 WALL HUNG WATER CLOSET DETAIL

NOT TO SCALEP-501

13 WATER SERVICE DETAIL

NOT TO SCALEP-501

1 ELECTRIC WATER HEATER DETAIL

NOT TO SCALEP-501

14 WALL CLEANOUT

NOT TO SCALEP-501

8 WATER SERVICE LEAD-IN DETAIL

NOT TO SCALEP-501

11 DUAL LAVATORY DETAIL

NOT TO SCALEP-501

7 DRINKING FOUNTAIN DETAIL

NOT TO SCALEP-501

10 HOSE BIB DETAIL

Revisions


Documents

VILLAGE OF CELORON...a-201 exterior elevations a-301 sections and details mechanical m-001 mechanical legend sheet m-101 mechanical plans ... louvers or other items inserted in an