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
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
:33
AM
A-02
Floor Plans
19026
CAST HeadquartersConversion
03/10/2020
HA
GB
Community Action Southold Town (CAST)
621 Main Street, Greenport, NY 11944
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
No. Description Date
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
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
:58
:09
AM
G-01
Egress Plans
19026
CAST HeadquartersConversion
03/10/2020
HA
GB
Community Action Southold Town (CAST)
621 Main Street, Greenport, NY 11944
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
No. Description Date
2 Revision 2 03/10/2020
2