C:UsershideaOneDriveDocumentsstudio abProjects19026...

14' -

0"

15' -

0"

14' - 0"

15' - 0"

13' -

0"

EXISTING BUILDING2829.70 sf

EXISTING PORCH86.22 sf

PROPOSED ENTRY ADDITION551.38 sf

EXISTING SHED289.36 sf

REUSED PREOWN SHED11.6 sf

TRASH ENCLOSURE FENCE 64.0 sf

CLOTHES DROP-OFF BIN 12.24 sf

COMPOST ENCLOSURE (NOT INCLUDED IN AREA CALCULATIONS)

SITE PLAN IS BASED ON SURVEY BYPECONIC SURVEYORS, P.C. N.Y.S. LIC. NO. 49618(631) 765-5020 FAX (631) 765-1797P.O. BOX 9091230 TRAVELER STREETSOUTHOLD, N.Y. 11971

SURVEY OF PROPERTYAT GREENPORTTOWN OF SOUTHOLDSUFFOLK COUNTY, N.Y.1001-02-06-49.4DECEMBER 12, 2017APRIL 18, 2018 (REVISION)

ELEVATIONS REFERENCEDTO ACTUAL FIELD SURVEY (NAVD 88)

AREA = 18,716 sq.ft.

LOT 3

199.0

0'

MAIN STREET

NORTH STREET

14.4

'1 STY.

GARAGE

20.3'

FE

.CO

R

0.5

'S./O

/L

2 STY.FR.HOUSE

CO

NC

.A

PR

ON

CO

NC

.A

PR

ON

CO

NC

RE

TE

S/W

CO

NC

RE

TE

S/W

CHIM.

COVERED CONC.& STONE PORCH

2 STY. FR. BUILDING

BLDG.O/L

CONCRETE WALK

WASTE

6" W

AT

ER

MA

IN

10" S

EW

ER

MA

IN

LINE

WATER

SUPPLY

BRICKPATIO

BRICK

BRICK

WOODSTOOP

CHIM, A/Cs

STONE RET. WALLWINDOW WELLS

TYP.

STONE RET.

WALL W/Ws

ELEC.

METER

STOCKADE FENCE

ST

OC

KA

DE

FE

NC

E

WOOD

FE.

0.2'N.

FE.

HE

DG

ES

STOCKADE FENCE

STONE RET. WALL W/W

PICKET FENCE

B.B. CURB

B.B. CURB

B.B

. CU

RB

B.B

. CU

RB

0.2'N.

FE.

LIN

E O

F E

VE

RG

RE

EN

S

RENOVATED FRAMED

CHURCH BUILDING

TO NEW 1 FAMILY HOME

0.1'S.

GRAVEL

DRIVEWAY

ST

OC

KA

DE

GRASS

GRASS

GRASSFE. COR.0.6'E0.8'S

SH

ED

ASPHALT DRIVEWAY

8.1

'

30.9'

3.9

'

10.4'

3.7

' 4.4' 12.8'

12.8

'

6.1'

22.4

'

7.8

'

7.8'

3.7

'

16.6'

8.1

'

30.8'8.1

'

FE.0.4'E.

3.1

' 4.4

'

4.1'

BLDG.0.2'N.

4.2'

CMF

CMF

CMFCMF

CMF

12.0

'

EDGE OF

EL.12.6'

LC

EL.13.3'

LC

EL.13.7'

EL.13.0'

12.0'

5.0

'

7.8'

20. 4

'

7.9'

5.2

' 11.9'

LINE OF TREES

GATE

TR

EE

S

LINE OF EVERGREENS

FE. 1.0'N.

6.0' 6.3

'

LINE OF TREES

FE.COR .0.9'S./0.9'E.

LINE OF TREES

FE.COR .0.2'W./0.3'E.

0.3

'

STOCKADE FENCE

0.2'W.

FE.COR .0.6'S./0.4'W.

5.1

6'

165.30'

101.0

0'

165.34'24.1

7'

17.28'

128.0

5'

17.24'

N83°34'30"E

S6°4

9'4

0" E

N83°34'30"E

S6°4

9'4

0" E

S84°22'00"W

S6°4

9'4

0" E

N/O/F

ANTHONY MCDONALD

MARGARET MCDONALD

N/O/F

JANET A BUCKLEY

COLIN VANTUYL

N/O/F

GWENDOLEN DOROT GROOCOCK

N6°4

8'4

0" W

S83°34'30"W

LOT 2

LOT 1

N/O/F

N/O/F

5 PHEASANT LANE

SHELTER ISLAND INC.

EL. 14'-11"

EL. 13'-6"

EL. 13'-6"

GATE

329'+/- TO HYDRANT

255'+/- TO HYDRANT

PATRICK BRENNAN

0 10 20 30 40 FT

3.4'

9.3

'

6.8'

100' - 0"

100' - 0"

PROJECT SITE

N

PROJECT

SUMMARY OF WORK:

H OR HT HEIGHTH.P. HIGH POINTHRDWD HARDWOODHVAC HEATING VENTILATING AND

AIR CONDITIONINGHORZ. HORIZONTALINSUL. INSULATIONINT. INTERIORL.F. LINEAR FOOTL.P. LOW POINTMAT. MATERIALMAX. MAXIMUMMECH. MECHANICALMIN. MINIMUMMTD. MOUNTEDMTL METALN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALNTS. NOT TO SCALEPLY PLYWOODO.C. ON CENTERR RADIUSRAIL'G RAILINGREINF. REINFORCINGR.D. ROOF DRAIN REQD. REQUIREDRM ROOMSF SQUARE FEETSIM. SIMILARSPEC. SPECIFICATIONS.S. STAINLESS STEELSTD. STANDARDSTL. STEELTEL. TELEPHONETH. THICKNESST.O. TOP OFTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDV.I.F. VERIFY IN FIELDW WIDTHW/ WITHWD WOODW.R.B. WATER RESISTIVE BARRIER

BUILDING CODE NOTES:THE FOLLOWING NOTES SHALL APPLY THROUGHOUT.

1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK.

THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS:a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE VILLAGE OF GREENPORT BUILDING DEPARTMENT.b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY THE REGULATING AGENCIES.3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH ONE OF THE FOLLOWING:a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE VILLAGE OF

GREENPORT BUILDING DEPARTMENT (OR)c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE.4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH

THE BUILDING CODE.6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.7. ALL NEW INTERIOR FINISHES SHALL COMPLY WITH NYSBC SECTION 803. 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH NYSBC SECTION 807.9 . THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR

SCAFFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ENSURE SAFETY OF OPERATION.

LOCATION MAP:

ABBREVIATIONS:AFF ABOVE FINISHED FLOORALUM. ALUMINUM& ANDAPPROX. APPROXIMATELYARCH. ARCHITECT@ ATBLD'G BUILDINGB.O. BOTTOM OFC.I. CAST IRONCL CENTER LINECLG. CEILINGCLO. CLOSETCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSC.J. CONTROL JOINTCOR. CORRIDORCU.FT. CUBIC FEETCU.YD. CUBIC YARDDET DETAILDIA. DIAMETERDIM. DIMENSIONDIM DIMMERDR. DOORDWG DRAWINGE.J. EXPANSION JOINTELEV. ELEVATIONELEC. ELECTRICENT. ENTRYEQ. EQUALEQUIP. EQUIPMENTERV ENERGY RECOVERY VENTILATOREV ELEVATOREXIST. EXISTINGEXT. EXTERIORFF FINISHED FLOORFIN. FINISH OR FINISHEDFL. FLOORFLASH'G FLASHINGF.P. FIRE PROOFINGFT FEETGA GAUGEGALV. GALVANIZEDG.C. GENERAL CONTRACTORGL. GLASSGWB GYPSUM WALL BOARD

Conversion to CAST Headquarter CONVERSION TO CAST HEADQUARTERS

CONVERSION OF FORMER CHURCH RENOVATED AS A SINGLE-FAMILY HOME TO CAST HEADQUARTERS.

GROSS FLOOR AREAS: BASEMENT: EXISTING 2,049.02 SQ.FT.

ADDITION 565.43 SQ.FT.TOTAL 2,614.45 SQ.FT.

FIRST FLOOR: EXISTING 2,829.70 SQ.FT.ADDITION 551.38 SQ.FT.TOTAL 3,381.08 SQ.FT.

MEZZANINE: EXISTING 359.54 SQ.FT. ADDITION 49.50 SQ.FT. (STAIRWAY)TOTAL 409.04 SQ.FT.

GRAND TOTAL 6,404.57 SQ.FT.

THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO:

1. WEST ENTRY ADDITION1.1 ADD ELEVATOR, ACCESSIBLE STAIRCASE, ENTRY HALL, AND COVERED RAMP AND LANDING1.2 BASEMENT ADDITION TO CONNECT NEW STAIRCASE AND EXISTING BASEMENT HALLWAY

2. BASEMENT ALTERATION1.1 CONVERT EXISTING ROOMS TO OFFICE, PANTRY, FOOD PREP. SHARING, MEETING ROOM, AND

DONATION DROP-OFF STORAGE USES.1.2 CONVERT EXISTING RESTROOMS TO MEN AND WOMEN ACCESSIBLE RESTROOMS.

3. FIRST FLOOR ALTERATION3.1 CONVERT EXISTING MAIN HALL TO COMMUNITY ROOM (INCLUDING PANTRY, CLASSROOM, STAGE,

OFFICE ZONES), AND COUNSELING ROOM. 3.2 ADD NYSBC COMPLYING STAIRWAY TO THE MEZZANINE3.3 RECONFIGURE STAGE, ELIMINATING LARGE STEP AND PROVIDING NEW COMPLIANT STEPS AND A

RAMP.

4. MEZZANINE ALTERATION 4.1 CONVERT EXISTING MEZZANINE TO A LOFT OFFICE4.2 ADD STAIR TO MEZZANINE

5. HVAC SYSTEM UPGRADE FOR VENTILATION AND DEHUMIDIFICATION.

7. ALL RELATED, PLUMBING AND ELECTRICAL WORK

ZONING:

OTHER REGULATORY REQUIREMENTS:

ZONE: R-2Use: Conditional uses (§150-7-B) (3) Philanthropic organizations subject to approval by the Planning BoardFlood Zone X

req. existing/proposingLot ................. 1 Acre, or 43,560.15 SF .......................... NC for use §150-7-B-3-(b)

7,500 SF ................. 18,716 SF ............ existing OK §150-12Width ................ 60 FT ....................... 101 ......................... OK §150-12Depth ................ 100 FT...................... 182.5 ...................... OK §150-12Setback, all ....... 50 FT ...................... 4.1 as per survey ... existing NC §150-7-B-1-(a)Front Yard ........ 30 FT ...................... 4.1 as per survey ... existing NC §150-12One side yard ... 10 FT ...................... 12 ......................... OK §150-12Both sides ........ 25 FT ...................... 52.9 ........................ OK §150-12Rear ................. 30 FT ...................... 78.7 ........................ OK §150-12Parking ............ 1 space for each 200 square feet of floor area

3308/ 200 = 17 ........ 11 .......................... NC §150-16-A (1)Coverage .......... 20% ......................... 20.54% ...................... NC §150-7-B-1-(b)

existing 2,915.92addition 551.38existing shed 289.36new out structures 87.84total: 3,844.50 (20.54%)

Height ............... 2 1/2 ........................ 1 1/2 (Mezzanine)30 or 35 ................... 64' +/- ...................... existing NC §150-12

Loading ............. 12'x33’ ..................... provided .................. OK §150-16 B.

Accessory buildings in Residential district: §150-13 A.Location ............ in Rear Yard............. in Rear Yard............ OKHeight ............... 15' or less ................ 12+/- ....................... OKSetback ............. 5' .............................. 5’ ............................. OK

COVENANT: "Any residences located on the lots created by this subdivision shall be limited to use as single-family residences."...can be terminated, revoked, or amended only by either the owner of the premises or by the owners of a majority of the lots on the subdivision map and only with the written consent of a majority plus one of the Planning Board of the Village of Greenport , after a public hearing held on ten(10) days' notice."

BUILDING CODE COMPLIANCE:l.) Use(s) and Occupancy Classification(s): A32.) Height and Fire Area: 64.0'+/-, 1.5 stories, as existing; Fire Area n/a 3.) Type of Construction. Type VB, 2x6 platform construction, as existing4.) Structural Design criteria: Engineered (No structural changes will be made, except addition)5.) Framing elements: To be included in Structural Drawings.6.) Design load calculations: To be included in Structural Drawings7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile (<1 mile) to coast line)

Provide Hurricane resistant rated windows and/or protection panels 8.) Load paths from roof to foundation: To be included in Structural Drawings9.) Nailing and/or connection schedule, framing details: To be included in Structural Drawings10.) Means of Egress: See G01. 11.) Plumbing riser diagram: To be included in Plumbing Drawings12.) Location of fire protection equipment, i.e. smoke alarm: To be included in Electrical Drawings13.) Truss design drawings with certification: n/a14.) Energy calculations from design professional: To be provided (Prescriptive)

Health Department: Not Required (connect to Village) DEC: Not RequiredHPC: RequiredPlanning Board: Required

6" W

AT

ER

MA

IN

LOT 3

199.0

0'

MAIN STREET

NORTH STREET

FE

.CO

R

0.5

'S./O

/L 2 STY.FR.

HOUSE

CO

NC

.A

PR

ON

CO

NC

.A

PR

ON

CO

NC

RE

TE

S/W

CO

NC

RE

TE

S/W

CHIM.

COVERED CONC.& STONE PORCH

2 STY. FR. BUILDING

BLDG.O/L

CONCRETE WALK, EXISTING

WASTE

6" W

AT

ER

MA

IN

10" S

EW

ER

MA

IN

LINE

WATER

SUPPLY

EXISTING BRICKPATIO

CHIM. A/Cs

EXISTING STONE RET. WALL WINDOW WELLS, TYP.

STONE RET.

WALL W/Ws

ELEC.

METER

STOCKADE FENCE

ST

OC

KA

DE

FE

NC

E

WOOD

FE.

0.2'N.

FE.

HE

DG

ES

STOCKADE FENCE

STONE RET. WALL

B.B. CURB

B.B

. CU

RB

0.2'N.FE.

LIN

E O

F E

VE

RG

RE

EN

S

RENOVATED FRAMED

CHURCH BUILDING

TO NEW 1 FAMILY HOME

0.1'S.

GRAVEL DRIVEWAY

ST

OC

KA

DE

PA

RK

ING

10' X

20'

FE. COR.0.6'E0.8'S

SH

ED

ASPHALT DRIVEWAY

8.1

'

30.9'

3.9

'

10.4'

3.7

' 4.4' 12.8'

12.8

'

6.1'

22.4

'

7.8

'

7.8'

3.7

'

16.6'

8.1

'

30.8'8.1

'

FE.0.4'E.

3.1

' 4.4

'

4.1'

BLDG.0.2'N.

4.2'

CMF

CMF

CMFCMF

CMF

EDGE OF

EL.12.6'

LC

EL.13.3'

LC

EL.13.7'

EL.13.0'

12.0'

5.0

'

7.8'

20. 4

'

7.9'

5.2

' 11.9'

LINE OF TREES

TR

EE

S

LINE OF EVERGREENS

FE. 1.0'N.

6.3

'

LINE OF TREES

FE.COR .0.9'S./0.9'E.

LINE OF TREES TO REMAIN

FE.COR

0.2'W./0.3'E.

0.3

'

STOCKADE FENCE

0.2'W.

FE.COR .0.6'S./0.4'W.

5.1

6'

165.30'

101.0

0'

165.34'24.1

7'

17.28'

128.0

5'

17.24'

N83°34'30"E

S6°4

9'4

0" E

N83°34'30"E

S6°4

9'4

0" E

S84°22'00"W

S6°4

9'4

0" E

N/O/F

ANTHONY MCDONALD

MARGARET MCDONALD

N/O/F

JANET A BUCKLEY

COLIN VANTUYL

N/O/F

GWENDOLEN DOROT GROOCOCK

N6°4

8'4

0" W

S83°34'30"W

LOT 2

LOT 1

N/O/F

N/O/F

5 PHEASANT LANE SHELTER ISLAND INC.

EL.1

3'-6"

EL. 13'-6"

1

2

3

4

5

7 LOADING12' X 33'

8 9 10BICYCLEPARKING

BUFFERLINE OF SHRUB, PICKET FENCE, OR BOULDERS

4' STOCKADE FENCE

COMPOSTING BIN

VEGETABLE GARDEN AREA

RAMP

EV

CONC. PARKING

GRASSCHILDRENPLAY AREA

GR

AV

EL

DR

IVE

WA

Y

EL. 14'-11"

CONC. WALKWAY

5.8

'

20.0'

15.0'

11

CLOTHES BIN45.5"W X 38.5"D X 72"H

PROP. PLASTIC SHED52"W X 32"D X 74"H

8.88'

1500GAL (8' DIA. 6' DEEP)GREASE TRAP

10.0

'

10

.8'

LG

EL. 15'-4"

EXISTING PICKET FENCE

EXISTING GATE TO BE REMOVED

EXISTING SHRUB LINE TO BE REMOVED

PROP. PICKET FENCE AND GATE

30.0'4.0'5.0'

9.0'

8.6'

329'+/- TO HYDRANT

255'+/- TO HYDRANT

CO

NC

RE

TE

S/W

PATRICK BRENNAN

0 10 20 30 40 FT

PROP.WINDOW WELL

PROP. ADDITION(HATCHED)

PROP.BASEMENT ADDITION

3.4'

9.3

'

6.8'

14.4

'EXISTING1 STY. SHED

20.3'

TRASH 8' X 8'

6' STOCKADE FENCE AND GATE

9.61'

9.00'

6.01'

12

.0'

6

10.0' 5.0'

20.0

'

5.0

'

10.0'

53.2' +/-

AS

EX

IST

ING

30

.3'

14

. 5' +

/-

WIDEN SLIGHTLY FROM 13' EXISTING

13.1

'16

. 8'

DWDW

DW

DW

Scale

Project number

Date

Drawn by

Checked by

studio a/b architects

PROJECT

651 West Main Street, Riverhead, NY 11901631 591 2402631 323 [email protected]

mailing address:PO Box 444, Orient, NY 11957

site address:

tax map #:

current property Owner: 5 Pheasant Lane, Shelter Island INC.

client:

1001-02-06-49.4

As indicated 3/1

1/2

02

0 2

:57

:19

AM

A-01

Site Plan

19026

CAST HeadquartersConversion

03/10/2020

HA

GB

Community Action Southold Town (CAST)

621 Main Street, Greenport, NY 11944

1" = 20'-0"1

Site Plan Existing

Tree Types

# Tree Type

A Existing Spruce

B Existing Hedge, Line of Boxwood and Focecia

No. Description Date

1 Revision 1 01/24/2020

2 Revision 2 03/10/2020

2

2

1

1" = 20'-0"2

Site Plan Proposed (rev.2)

2

2

RE

F.

RE

F.

RE

F.

UP

UP UP

UP

UP

UP

UP

A-03

A-03

A-03

1

3

2

B06

B05

B04

B03

B02

B01

A05A04A03A02A01

A-034

A06A07

Food Prep.

Walk-In Ref.

Donation Storage

Sharing

Mech. 1

Mech. 2-1

Mech. 2-215' - 2 3/8"

Storage

Pantry

MenWomen

ELEVATOR MACHINE TO BELOCATED IN MECH. ROOM Jan. Closet

REPLACEDDOOR

REPLACEDDOOR

REPLACEDDOOR

EV.

Storage

West Hallway

W. Stairway

PROP. WINDOW WELL

REPLACEDDOOR

NEWDOORWAY OPENING

SHELF

CART

DISH WASHER

STOVESPRINKLERED RANGE FOOD AND FAN ABOVE

CLOTH HANGER ROD

SHELVES

SERVICE SINK

NEW HALF GLASS FIRE DOOR1HR

NEWDOOR

EXISTINGA/C UNIT

NEWERV UNIT

NEWDOOR

Office

7' - 8" 11' - 11 1/4" 30' - 2" 21' - 0 3/4"6' - 3"

5' -

6"

10

' -

4"

25' - 10 1/4"

17

' -

3 3

/4"

5' -

2 3

/4"

8' -

1 1

/2"

29

' -

11

1/2

"8

' -

1 1

/2"

EXISTING HOTWATER HEATEREJECTION PUMPWIDEN CLOSET 2', ADD ANOTHER EJECTION PUMP FOR KITCHEN WASTE

INSTALL GREASE INTERCEPTOR (HGI OR AGRD)

A-03

A-03

A-03

1

3

2

B06

B05

B04

B03

B02

B01

A05A04A03A02A01

A-034

A06A07

88

1/4

"

13

2 1

/4"

16

5"

29' - 2" 13' - 3 3/4"

8' -

0 1

/2"

7' - 4 1/2"

11

' -

2 1

/2"

11' - 2 1/2"

29

' -

4 1

/2"

8' -

1"

6' -

3 1

/2"

6' - 2"

+/- 0'+ 16"

- 5"

-22"

-1"

-8.5

"-

15.5

"

48

"

18"

NO CLOSER

ACCESSIBLE UNISEX RESTROOM

+/- 0

RAMP

RAMP

Unisex

105

DOUBLE SIDED DOOR ELEVATOR

NEW STAIRCASE

Community Room

101

East Hallway

103

E. Stair Hall

S14

E. Stairway

S13

Counseling Room

102Entry

104

W. Stair Hall

S12W. Stairway

S11

7' - 8" 11' - 11 1/4" 30' - 2" 21' - 0 3/4"

5' -

5 3

/4"

10

' -

5"

15' - 9 3/4" 25' - 10 1/4"

8' -

1"

5' -

1 1

/2"

20

' -

2"

5' -

0 1

/4"

3' - 6"

3' -

10

"

10' - 1 1/4" 6' - 3 3/4"

EXISTING WINDOW WELL, TYP.

EXISTING DOWN SPOUT

NEW DOWN SPOUT

EXISTING DOWN SPOUT

LG

AC

EXISTING DOWN SPOUT

EXISTING DOWN SPOUT

ELECTRICAL ENTRY

WATERCOOLER

PRODUCE PICKUP

B05

B04

B03

B02

B01

A05A04

A-034

35

1"

226 SF

Loft Office

201

30 SF

Staff Restroom

203

NEW STAIRCASE

30

' -

3 3

/4"

10' - 4 1/2"

EXISTINGSTAIRCASE

OPEN TO BELOW

OPEN TO BELOW

LADDER TO BELL TOWER

CONC. WALK ENTRYAT SIDEWALK EL. 13.5'

CONC. LANDING AT WEST ENTRY EL. 14.9'

110' +/-

RAMPSLOPE 1/12

FIRST FLOOR EL. 15.3'

STORMWATER RETENTION CALCULATIONS - ADDITION ROOF:NEW ROOF 532 SQ.FT.PART OF EXISTING ROOF LOADS TO NEW ROOF 412 SQ.FT.TOTAL 944 SQ.FT. X 2 INCH/hr RAIN = 157.34 CUFTUSE 8' DIA. POOL WITH 42.24 CUFT/VF157.34 CUFT / 42.24 CUFT/VF = 3.73 VF REQUIREDUSE (1)-8' DIA., 4' DEEP LEACHING POOL

12"

MIN

.

6"

H =

4'

3'-0" MIN. 8' DIA. 3'-0" MIN.

CLEAN SAND & GRAVEL.

6" THICK PRECAST CONCRETE

Pitch 1/4" Per Foot, Min.20"

PRECAST CONCRETECAP

GROUND WATER

INLET: 4" DIA.

CLASS 2400 PIPE

FINISHED GRADE

CLEAN SAND & GRAVEL FILL

2' M

IN.

1.0

0'

MIN

.

12

"

4"

MIN

.

8' - 0" MIN.

6"

7' -

0"

MA

X.

5' -

0"

MIN

.

MIN

.8

"

8" MIN. TRAFFIC BEARING TOP

INLET

MIN. 4" DIA. SDR 35 PVC PIPE OR EQUIVALENT PITCHED MIN. 1/4" PER 1'

OUTLET

MIN. 6" DIA. SDR 35 PVC PIPE OR EQUIVALENT, PITCHED MIN. 1/8" PER 1'(TO SEPTIC TANK OR SEWER MAIN)

FINISHED GRADE

CAST IRON COVERS TO GRADE

MONOLITHIC BASE SECTION

DIAMETER MAX. DEPTH GAL/FT8' 5' 30010' 6' 50012' 7' 750

SANITARYLINE

KITCHENLINE

MAN HOLE

GREASE TRAP

COMBINED SYSTEM(S)

VA

RIE

S

24"

CH

IMN

EY

2' -

0"

MA

X.

24"

20" MIN. 20" MIN.

4"

5"

4" GRAVEL

6X6 WWF

COMPACTED SUBSURFACE

PROVIDE HAND TOOLED TRANSVERSE & LONGITUDINAL JOINTS @5'-0" O.C. MAX. 3/8" EXPANSION JOINTS @25'-0"

24-INCH DIAMETER, LOCKING, WATERTIGHT, FLAT, SKID-PROOF, AND INSECT-PROOF COVER TO GRADE, LOCATED SO AS TO BE OVER THE RUNGS, IF ANY ARE REQUIRED

IF THE MANHOLE IS MORE THAN FOUR FEET IN DEPTH, RUNGS SHALL BE PROVIDED

4"

MIN

.8

"

48"

8"

MANHOLE SECTION

5"5"

INLET OUTLET

COVED OR BENCHED BOTTOM.

12

"6

"

STORMWATER RETENTION CALCULATIONS - PAVEMENT:CONC. 926 SQ.FT. X 2 INCH/hr RAIN X 1 coeff. = 154.42 CUFTGRAVEL 4,286 X 2 X 0.9 = 714.27USE 8 FT DIA. POOL WITH 42.24 CUFT/VF868.69 CUFT / 42.24 CUFT/VF = 20.57 VF REQUIREDUSE (3)-8' DIA. 8' DEEP LEACHING POOLS

12"

MIN

.

8"

2' M

IN.

3'-0" MIN. 8' DIA. 3'-0" MIN.

CLEAN SAND & GRAVEL.

8" THICK PRECAST CONCRETE H20TRAFFIC BEARING SLAB.

Pitch 1/4" Per Foot, Min.

20"

24"

H20 HEAVY DUTY CAST IRON GRATE & FRAME

PRECAST CONCRETERISER

GROUND WATER

INLET: 4" Diameter

Class 2400 Pipe

PAVEMENT / SURFACE

CLEAN SAND & GRAVEL FILL

4', 6', 8' DIA. PRECAST CONCRETE LEACHING RING,TYP.H

= 8'

Scale

Project number

Date

Drawn by

Checked by


PROJECT



site address:

tax map #:


client:

1001-02-06-49.4

As indicated 3/1

1/2

02

0 2

:57

:33

AM

A-02

Floor Plans

19026


03/10/2020

HA

GB



1/8" = 1'-0"1

Proposed Basement Plan

1/8" = 1'-0"2

Proposed First Floor Plan1/8" = 1'-0"

3Proposed Mezzanine Floor Plan

1/16" = 1'-0"4

Access Section Diagram

1/4" = 1'-0"8

Typical Stormwater Retention Leaching PoolDetail - Roof

1/4" = 1'-0"5

Typical Grease Trap Detail

1/2" = 1'-0"7

Concrete Walkway Detail


1 Revision 1 01/24/20201/4" = 1'-0"

6Typical Manhole Detail

1/4" = 1'-0"9

Typical Stormwater Retention Leaching PoolDetail - Pavement

1

1

UP UP

UP

33 SF

Storage

B14

57 SF

Mech. 1

B08

143 SF

West Hallway

B13

340 SF

Hallway

B07

47 SF

Mech. 2-1

B09

122 SF

Storage

B15

47 SF

Mech. 2-2

B10

11 SF

CL.

C01

9 SF

Cl.

C05

231 SF

Meeting Room

B05

43 SF

Walk-In Ref.

C09

243 SF

Pantry

B02

134 SF

Office

B01

54 SF

Men

B11

65 SF

Women

B12

16 SF

Mech. Cl. 3

C07

21 SF

Jan. Closet

C08

138 SF

W. Stairway

S01

165 SF

Donation Storage

B06

144 SF

Food Prep.

B03

223 SF

Sharing

B04

9 SF

Cl.

C06

9 SF

Mech. Cl. 1

C03

9 SF

Mech. Cl. 2

C04

11 SF

Cl.

C02

EV.

90 SF

E. Stairway

S02

2.5'

8.0'

4.5

'

12.8'

10

.4'

10

.2'

8.6

'

9.3'

5.0'

8.0

'

4.3'

5.8

'

8.0'

7.0'

9.5

'

1.2'

9.6

'

8.0'

9.7' 5.2' 10.3'

1.8

'

12

.3'

10.5'

8.4

'

11.4'

3.6

'

11

.1'

5.9'15.1'

5.6

'1.3'

7.3

'

11

.0'

6.7'

5.0

'

8.4'7

.0'

9.0

'

5.4

'

7.0'

4.6'

1905 SF

Community Room

101

177 SF

Entry

104

142 SF

W. Stairway

S11

183 SF

East Hallway

103

61 SF

Unisex

105

98 SF

E. Stair Hall

S14

75 SF

E. Stairway

S13

EV.

45 SF

W. Stair Hall

S12

97 SF

Counseling Room

102

2.7'

4.3

'

24.3'6.5' 11.1'

7.4

'

11.1'

21

.3'

8.2

'

6.6'

8.0'23.8'

4.1

'

15

.0'

12.5'

4.9

'

19.6'

8.5

'8

.3'

3.5'

4.9'

1.2

'

2.9'

7.3

'

9.5'

3.2'

8.1'

5.5

'

20.8'

Community Room Pantry Zone: 235 SF

Community Room Stage Zone: 465 SF

Community Room Classroom Zone: 954 SF

Community Room Office Zone: 252 SF

8.5'

4.5

'

13.8'

8.7

'

5.0

'

Ramp: 64 SF

Circulation Area: 50 SF

39 SF

Stairway Landing

202

30 SF

Staff Restroom

203

226 SF

Loft Office

201

3.0'

25

.8'

22.6'

OPEN TO BELOW

OPEN TO BELOW

LADDER TO BELL TOWER

TRAVEL DISTANCE COMPLIES WITH NYSBC T1017.2 COMMON TRAVEL DISTANCE COMPLIES WITH NYSBC T1006.2.1

OCCUPANT LOAD MEZZANINE TOTAL: 3OCCUPANT LOAD FIRST FLOOR TOTAL: 75OCCUPANT LOAD BASEMENT FLOOR TOTAL: 30TOTAL OCCUPANT LOAD: 108

CUMULATIVE OCCUPANT LOAD AT EAST EXIT: 79 (INCLUDING LOAD FROM CLASS ROOM ZONE IN COMMUNITY ROOM)CUMULATIVE OCCUPANT LOAD AT WEST EXIT: 77 (INCLUDING LOAD FROM CLASS ROOM ZONE IN COMMUNITY ROOM)

MINIMUM REQUIRED DOOR WIDTH AT EXITS: 32" CLEAR (NYSBC 1005.3.2, 1010.1.1, W/ NO SPRINKLER)MINIMUM REQUIRED CORRIDOR WIDTH EXITS: 44" CLEAR (NYSBC 1005.3.2, 1020.2, W/ NO SPRINKLER)MINIMUM STAIRWAY WIDTH: 36" (NYSBC 1011.2, W/ NO SPRINKLER, OCCUPANT OAD LESS THAN 50)

48" BETWEEN HANDRAILS (NYSBC 1009.3, ACCESSIBLE STAIRWAY)

Scale

Project number

Date

Drawn by

Checked by


PROJECT



site address:

tax map #:


client:

1001-02-06-49.4

As indicated 3/1

1/2

02

0 2

:58

:09

AM

G-01

Egress Plans

19026


03/10/2020

HA

GB



1/8" = 1'-0"1

Basement Egreess Plan

1/8" = 1'-0"2

First Floor Egress Plan

1/8" = 1'-0"3

Second Floor Egress Plan

Occupancy Load / Travel Distance

Rm# Room1Occupancy

TypeSF /

occupancy Room AreaOccupants

LoadMin. # of

Exit Closest ExitTravel

Distance

CommonTravel

Distance

101 Pantry Zone Mercantile 60 235 4 1 East 68.5 9.5

101 Classroom Zone Classroom 20 954 48 1 East 53.9 0

101 Stage Zone Day care 35 465 14 1 West 85.2 0

101 Office Zone Business 100 252 3 1 West 63.6 0

102 Counseling Room Vocational 50 97 2 1 East 52.6 16.7

103 East Hall Vocational 50 183 4 1 East 16.8 5

201 Loft Office Business 100 226 3 1 East 94.7 54.1

B01 Office Business 100 134 2 1 West 45.5 19.2

B02 Pantry Mercantile 60 243 5 1 East 68.6 21

B03 Food Prep. Kitchen 200 144 1 1 East 50 28.3

B04 Sharing Mercantile 60 223 4 1 East 52.6 22.4

B05 Meeting Room Classroom 20 231 12 1 East 26.1 11.1

B06 Donation Storage Storage 300 165 1 1 East 40 28

B08 Mech. 1 Mech. 300 57 1 1 West 35 11.1

B09 Mech. 2.1 Mech. 300 47 1 1 West 40.3 14

B10 Mech. 2.2 Mech. 300 47 1 1 West 38.9 12.6

B14 Storage Storage 300 33 1 1 West 21.3 8.6

B15 Storage Storage 300 122 1 1 West 38.2 35.7


2 Revision 2 03/10/2020

2

C:UsershideaOneDriveDocumentsstudio abProjects19026...

Documents

Transcript of C:UsershideaOneDriveDocumentsstudio abProjects19026...