HomeMy WebLinkAboutSchaefer r �
Glenn Goldsmith,President ��O��StlFFOC�COGy� Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
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Eric Sepenoski W ,x P.O.Box 1179
Liz Gillooly �y • o�� Southold,NY 11971
Elizabeth Peeples l �a Telephone(631)765-1892
Fax(631)765-6641
Southold Town Board of Trustees
Field Inspection Report
Date/Time: It 2. Completed infield by: G11
Patricia Moore, Esq. on behalf of MARK & ANN SCHAEFER requests a Wetland
Permit for the existing dwelling with west porch, seaward side covered porch and
landward brick walk with pergola; replace windows and siding where necessary;
demolish existing second floor and construct a 757.2sq.ft. second floor over existing
dwelling; install gutters to leaders to drywells to contain roof runoff; abandon existing
septic system and install an I/A OWTS system landward of dwelling; remove concrete
pad in front yard; existing driveway to remain; and to install and perpetually maintain a
10' wide non-turf buffer along the landward edge of the bulkhead. Located: 2300
Hobart Road, Southold. SCTM# 1000-64-3-5
Typ of area to be impacted: /
Saltwater Wetland Freshwater Wetland Sound ✓ Bay
Part of Town Code propose work falls under: �Chapt. 275 Chapt. 111 other
Type of Application: Wetland Coastal Erosion Amendment
Administrative Emergency Pre- mission Violation
Notice of Hearing card posted on property: Yes No Not Applicable
Info needed/Modifications/Conditions/Etc.: 1�� Csv% "4t1
Present Were: G. G Idsmith N .ki E. Se enoski
_V L. Gillooly Es
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Generated by REScheck-Web Software
STORM WATER MANAGEMENT DETAILS Compliance Certificate
LOCATION:SF AREA: "'/°RUNOFF AT DRYWELL DRYWELL
2"RAIN PER HOUR PROVIDE: CAPACITY:
ROOF AREA 1559.2 SF 260.4 CIF (2)8'X 4'DW 338 CIF Project SCHAFFER Z
(TOTAL)
Energy Code: 2018 IECC O 1��1
Location: Southold, New York I"1'I
OGEE GUTTER-STANDARD 5" Construction Type: Single-family
NOTtt' Project Type: Addition 0
A).DO 1). ION: Climate Zone: 4 (5572 HDD)
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION:
Permit Date: .rT
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. P4
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Permit Number:
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR All Electric false W
METALS WITH PROTECTIVE BACKING PAINT. Is Renewable
false
3.INSTALLATION: Has Charger false r I-�-I
A).PERFORM WORK IN ACCORDANCE WITH LDA HANDBOOK AND THE DRAWINGS.
I).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 4V OF RUN. Has Battery: false
2).SHEET METAL JOIN LENGTHS D SO WATERTIGHT JOINTS.
a).ACOPPEER CCESS/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Has Heat Pump: false rT�
ACCESSORIES. W ^
B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP)DINT
\ CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL l CONNECTION WATERTIGHT.
DRY WELLS TO BE 10'MIN. a).A)PROTECTION:PRO C-yt ^V,PROTECT CTINsrALLEDPRDDucrsuNnLcoMPLET,oNOFPROJEcr. Construction Site: Owner/Agent: Designer/Contractor:
AWAY FROM HOUSE A) v I
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
wMPLEnoN. 2300 HOBART ROAD O O
0 SOUTHOLD,NY°
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Compliance: 0.8%Better Than Code Maximum UA: 121 Your UA:r 120 Maximum SHGC: 0.40r Your SHGC:/0.32 L•J 0
O The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. �'-� N
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
GFA CALCULATIONS Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade V J
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
LOCATION: AREA:
/ `\ PROPERTY: 14,712.SF Envelope Assemblies
- - - `
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/
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280-207d GFA PERMITTED: 2689.0 SF
EDCeiling:Flat Ceiling or Scissor Truss 715 34.0 0.0'0 0.032 0.026 23 1 1
\ EXISTING/PROPOSED 1ST.FLOOR: 1148.8 SF LiJ60 Cl
® \ Ceiling 1:Cathedral Ceiling 42 30.0 0.0 0.034 0.026 1 Z fn »' j
661.5 ff $�
EXISTING 2ND.FLOOR Wall:Wood Frame,16 o.c. 1,056 20.0 0.0 0.059 0.060 54 5
TO DEMOLISH) " 0
Window:Wood Frame� 24 0.290 0.320 7 PROPOSED NEW SECOND FLOOR: 757.2 SF SHGC:0.31
Window 1:Wood Frame 119 0.290 0.3 is I S��fj
® 20 35
�a7Effi e _ I TOTAL GFA: 1906.0 SF SHGC:0.32
O, Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
I O METES AND BOUNDS BY: REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. LU
ANTHONY W.LEWM!DOWSKI
I SURVEYED FEBRUARY 28.1997
- I Name-Title Signature Date n
22.0' - - 14.5' SCTM:1000-64-O3-05 ■ii■�
PROPOSED NORTH ELEVATION
Project Title:SCRAPPER Report date: 05/07/24 N
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2h EMBEDMENT LENGTH 11/4
1/41n.dw.LAGSCREW 2 3 1 1/4 I C.O.
BASED ANCHOR WITH 16'OC 0
21n.EMBEDMFM LENGTH 3 ^`
® ® I3^
® ® 3/4'PPA PLYWOOD F.A.I.
SHEATHING
-1 L 112'
GRADEE P RATED SHEATHING
GRADE PLYWOOD
(ALTERNATMVE:7/16'OS.B.)
® ® GRADE
112"APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNATM4E:7/I6'O.S.BJ
LDL DRAWN BY: IF
4 _
FASTENER TYPE: SPACING'
2x4DF*2 SLOPE"1/4"PER FOOT PITC�TTO DRAIN
No B WOOD-SCREW STUDS TO APROVED
waNDoevs¢L BASED ANCHOR WITH 10"De ® ® TRAP HOUSE
SEPTIC SYSTEM 5/7/2024
21n.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.low000-scREws
PANEL SPAN EQUAL OR SMALLER 2I�n.EMBEDMENT D ANCHOR LENGTH 12'OC
THAN 4FEET BASED LAGSCREW
PLUMBING SCHEMATIC SCALE: SEE PLAN
aASED ANCH00.WLTH 16'OC
tin.EMBEDMFM LBNGTH
TYPICAL DOOR OPENING 10,
SCALE: NOT TO SCALE
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLED FASTENER TYPE: SPACING:
2-ETHERW STUDS CONNECTED
AND EQUAL OR SMALLER roGETHER wITN srAIHLEss STEEL No.a woLxrsaLEw
THAN 6 FEET OR GALWNIZED BOLTS W/WASHERS 2BASED NNCHOR I H roc
AN°NUTS®Y-0"°.` SHEET NO:
EWS
TYPICAL MULTIPLE OPENINGS No,ED NCHOR WITH
BASED ANCHOR LENGTH
7 OC
PANEL SPAN GREATER THAN 6 FEET zin EMBEDMENT tENGTM
AND EQUAL OR SMALLER van ft.LAGsaEw I g I Xf E
BASED ANCHOR WITH 16'OL
THAN 8 FEET tin.EMBEDMENT LENGTH
4
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING JUL. 4 2024
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL $DU1i 1 TownCONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - 9
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. BDaM r` '' .,;
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS � v
RAFTER WALL STUD Z
ENDWALL CRIPPLE STUD BOTTOM PLATE O
RIDGE LEDGER BATHTUB w
HEADER DOUBLE JOIST
SICEWALL
RAFTER
JACK STUDS Q
FLOOR USP NUMBER DESCRIPTION APPLICATION t/-��/J■
1ST. ADS5
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 1
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 1{••'•�
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE W
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST A
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP �, ■ 1 . O O
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED 7
RAFTER / x
SILL PLATES) WALL SHEATHING RAFTERS , VENTILATION �•••■
' " ' " •' SIDEWALL FLASHING WOOD JOIST O V 1 O
FOUNDATION TOP PLATE BLOCKING BLOCKING �'� + O
' - •,� - •'• - FINISH WALL AND MOISTURE 2x4 LEDGER O
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OF
WOOD GIRDER
INSTALL 4'0" O.C. �.'� SHALL BE COVERED WITH CORROSION-
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT Q
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD F.�'
FLASHING TO FORM CHANNEL _ i 'n"''
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE --
8" - 14" LSTA30 1-1/4%30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO t P ��"
4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR �O
ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4V O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS j`•,
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR SOFFITED EAVE DETAIL .w7 C.7'•
ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH F.AFTER w ( %�;.'; to
OF FLASHING +(�' O �L
2ND. FLOOR WALL
® v
ROOFING LAPS BASE C
FLASHING 4 INCHES
�r Q
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ucle
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE uj
GIRDER/HEADER
SIDE WALL FLASHING WOOD JOIST
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWA EDGELLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROF'.:R STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLA ABLE,
TE OVER RIDGE TO AIR PASSAGE IF E, SET FIR JOISTS Ar "
ROX. i 2 HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. CONFORM TO SLOPE /
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
W
DBL. SILL PLATE
TERMITE SHIELD r I �— O ��/
SILL GASKET �' WOODWOOD JOISTS
i..
r NEOPRENE z Lo
2x6 2xB CONTINUOUS WOOD PLATE �•/,
TYP. CONC. FOUNDATION n CONIC. SLAB 4 - GASKET ' /
C 6 MIL. POLY V� BOLTED TO STEEL BEAM WITH DAMPPRN
POLYO N EXTERIOR • ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. A _I ,J
V GRANULAR FILL � ,,`, , I � � 1
6MIL POLY ON EXTERIOR I • to e , ) < O O r^
y � � STEEL COLUMN `i/
'p • A • d C s• ° e n ROOF JACK ,`
CONC. SLAB 'p
ANCHSTEEL BEAM Z M T
`r.• A �•p v POUREOD CONCRETER BOLT :
�.� ••L••
4" x 1/4" x 8" STEEL O
V i COMPACT FILL ° r BLOCK WALL: 15" TOP AND BOTTOM PLATE O
•p a s ROOFING LAPS r
V • p .• w /^�
KEYWAY FOOTING e • 4 • 7 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT VJ M
USE WITH 3x3 SQUARE WASHERS SIDES AND TOP •• 1/2" GROUT �'/^, Q� Ouj '^ CU
e e p CONIC. FTC. 'p �'p L o' (USP LBPS58 OR BP583) ,�� VJ
• ;O ANCHOR BOLT CONNECTION I 1 •/— 3" STEEL COLUMN uj v,
11 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT
ANCHOR BOLT CONNECTION ( 10 KIPS ) /� O
DRAIN TILE p • SUPPORTINGMAXIMUM SPACING FLASHING LAPS �•`1\■L
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC 'ter/
TYPICAL BEAM DETAIL "//•"��"
TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC LJ..
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING QVJ
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS& VENTS DETAIL
I I SUBFLOOR 0
CONC. SLAB DOOR FRAME
6X6 10/10 WWM GARAGE o--JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
• P.T. PLATE W/ 6X6 WMM \I SLOPE DRAWN BY: IF
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIRS E < 1 • ° 7 1 T (WITH A NAILING PLATE IF NEEDED)
AT END AND 4• ." •' n• :• •• . • TO BE APROX. 1/2" OR HIGHER THAN
• s-- '' ��ir•p ES OF WOOD •p D °e• 4 •• ; •• • PROVIDE STEEL SRAPPINNG TO KEEP EAM TO ALLOW RJOISTS ALGNED
GRADE Q a----"'u-- -"� G , BEAMS O • GE
( ) 5/7/2024
= 6X6 W.W.M. • - - • a e =ail o• C •p _
MN. ° a ° e 'w d�'p Q •Ii G^•r • .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p • • e �,•o —SUBFLOOR
air b NOTCH EQUALS 1/4 DEPTH OF BEAM I-II
• G REINFORCING BAR : r O s
•C e REINFORCING BAR ' s p•.s•s � • _ �101ST
DRAIN TILE I. ►I '' � ° • - (� SCALE: SEE PLAN
a
12" e : SHEET METAL/ 30# FELT UNDER BEAM AT POINT • • STEEL BEAM
•. ' OF CONTACT WITH CONCRETE OR CONC. BLOCK _rr
�• • 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM S
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET _ SHEET N O■
r �
Jt _ 1 210-4 — 10
V)
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) n O
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE F"�1
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL DESIGN CRITERIA UNIFORM CODE
TO TOP PLATE 10'WALL:4-8d COMMONJOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLEEC 7 EACH FACE LAP NAIL DESIGN LIVE LOAD(PSF R301.5
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFT WFCM 5 ) DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 W O
p g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/IBO � ram, �
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS to
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS V360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER,STUCCO) L/360
MASONRY WALLS(B"THICK) 80
studs shall be attached to a common member in the floor assembly with lift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) U240 /F''l4
should be adhered to even if in variance with the plan. y uplift accordance with table 3.3. TO RAFTER END SIP WALLS 10
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
NAIL
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER STUCCO) H/360 }�
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON E1JD NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240MV
NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES)
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 1/120 ICI
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING" SLEEPING ROOMS 3o LINTELS(SUPPORTING MASONY WALLS) v600 ■ 1 . O O
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 20
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 QTY. SPACING Z v r , x
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt
TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) O
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O
5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMO
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE _�
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO .SIDE
FACE N O
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. tt P STUD O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q
16"O.C. FACE
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 �! r
6).TYPE It EXTERIOR SHEARWALL CONNECTIONS:
Type It exterior TOR S aE shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL P
FOUNDATION NOTES: yP qFLOOR JOIST,BAND JOIST, 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD �O ,
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHFARWALL CONNECTIONS: FLOOR FRAMING' OD
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS �� 41 a
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �U Cl 5., N -
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathin and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Z U) yny O Ltt
g QTY. SPACING MODERATE SLIGHT TO �.
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE lf-
TO HEAVY MODERATE O
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 0
4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING F:':A TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
P SHEATHING LOCATION NOTES S
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD L J�
5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3
9.CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1 BOTH FI DS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) ( )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"U.C. NOTE:2 FOR PANEL FIE
anchored on tor of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO?
attached with the above requirements. TO BEAM ;SST NAIL
8X16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMO PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST :":R END
the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL
$ po P g 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 0-
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2-16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concr fte piers shall be anchored with proper steel connectors anchored FOCIT SEE NOTE:1 %b
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL �..�
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION�NAIL n SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For w
Edition Wood Framing Construction Manual. Use a minimum 112"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-59C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: QJ
Z
SHEATHING LOCATION NOTES Douglas Fir. 4).Deck joists to have blocking at 8'0 O.G.. CEILING SHEATHING" NAIL SPACING NAIL SPACING AT INTERMEDIATE
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
3e Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum o`10 Inch flashing shall be installed between the building and ledger. NAIL NAIL Z T_ Lo
otherwise. JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3 BOTH FIELDS r
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Q 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. ( ) �
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD W (0 Q
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 J >/ J N
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. 0 10
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES Z O O
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL �� O
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and ) tYP g 8d COMMON ) g g q O co
WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE � - Or^
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub6d COMMON 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with w vJ
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. LL
WALLBOARD
on plans. Sd COOLERS
10"O.0.FIELD O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical).
3).If wall studs,Elates or joists are cut out during installation for any plumbing related work, NAIL "NAILrovide ade uate bracin and lates to rotect and secure the structure.Ver( with the JOINT DESCRIPTION 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. '^HVAC SYSTEM NOTES 8d COMMO v,1"OR LESS (5.7 SO.FT.2ND.FLOOR)
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT O
under all bearing walls. NOTES: NYS Residential Code providR302.1ed
- cut o OCKiNG REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking thali be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof spare.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailingrequirements are based on wall sheathing feet.Batts or blankets of mineral gg glass fiber shall be allowed as flreblod ing in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) q g SOIL COMPACTION: using pareltel rows of studs or staggered studs.
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Lys
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits,
for structurallW N BY.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
D 1 Ve
ELECTRICAL NOTES" shear capacities,nailing requirements REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
JF
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be Used t0 maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13.All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and dues at ceiling and floor level,tc resist the free passage of 5/7/2024
2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted
to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces.as required by arrent N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. INCLUDING SUBFLOOR,Is COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SCALE: SEE PLAN
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
ACOVERTOP ND BASES.USE WITH FLASHING CAPS TO SHEET N O.
E E V L
DU
AW OFFICE OO F PATRIOIA C. MOOR+
51020 MAIN ROAD
SOUTHOLD NY 11971.
631.765.4330
� ��MORANDU
Trustees
`ROM.
PATRICIA C.MOORE(BY:MADISON)
SUB ECT Mailing Affidavit- Schaefer
A September, 10, 2024
C
COMMENT: Enclosed please find: S E P 1 0 2024
1. Affidavit of Mailing sou ftwTown
Board of Trustees
2. Postal Receipts
3. Mailing List
BOARD OF TRUSTEES
TOWN OF SOUTHOLD: NEW YORK
---------------------------------------------------------------x
In the Matter of the Application of
AFFIDAVIT
OF MAILING
MARK&ANN SCHAEFER
Applicant's Land Identified as [DR � E
1000-34.-3-5 10)
---------------------------------------------------------------x SEP 1 0 2024
COUNTY OF SUFFOLK
STATE OF NEW YORK owd o io gown
) Board of Trustees _..._
I, Wja�kan , residing at New York,being
duly sworn, depose and say that:
On the C1 Day of September, 2024, deponent mailed a true copy of the Notice
set forth in the Board of Trustees Application, directed to each of the persons listed on
the attached list at the addresses set below their respective names; that the addresses set
below the names of said persons are the address of said persons as shown on the
current assessment roll of the Town of Southold; that said notices were mailed at the
United States Post Office at Southold, New York, that said Notices were mailed to each
of said persons by CERTIFIED MAIL/RETURN RECEIPT.
Attached hereto is the white receipt post-marked by the Southold Post Office on
said date.
Signatur
Print Name
Sworn to before me
This q day of September 2024
jut, 1%)PAAAA11
(Notary Public)
KYLEE S DEFRESE
NOTARY PUBLIC
DE6420156-STATE OF NEW YORK
Qualified in Suffolk County
My Commission Expires 08-02-2025
Mark& Ann Schaefer—Neighbor List
64.-3-4
Town Creek LLC 7021 0950 000❑ 9245 0347
PO Box 806
Southold,NY 11971
64.-3-6
Neville JC Revoc Trust
2380 Hobart Road 7021 0950 0000 9245 0354
Southold NY 11971
64.-3-14
505 Plum Island Ln LLC
570 Pinewood Road 7021 0950 0000 9245 0361
Cutchogue,NY 11935
64.-4-4
505 Plum Island Ln LLC
570 Pinewood Road 7021 0950 0000 9245 0385
Cutchogue,NY 11935
64.-4-9
Beyoneto Victoria
1520 Founders Path 7021 0950 0000 9245 0378
Southold,NY 11971
D ECEIVt t
SEP 1 S 2024
SoutliNd Town
Board omustees
1
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------ Southold, NY 11971 --------- ciy sia Southold, NY 11971 --------
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i
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-25568 Date: 03/04/98
THIS CERTIFIES that the building ALTERATION
Location of Property: 2300 HOBART RD SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 64 Block 3 Lot 5
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
riled in this office dated MAY 1, 1997 pursuant to which
Building Permit No. 24142-Z dated MAY 22, 1997
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is RENOVATION & ALTERATION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to FRANK & JANE LYNN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 17748 11/01/97
PLUMBERS CERTIFICATION DATED 12/08/97 CUTCHOGUE EAST PLUMBING
Building Ins ctar
Rev. 1/81
FORK NO f
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N. Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
N° 24142 Z Date ........... .............. ........... 19.Y7
Permission Is hereby granted to:
......................
..Zr .. f� .. . . ..................... . .............
..�.......���.......��......��.r �l',.�. ...... ........ ...
..., ...., `, cs. y ....�..f..`..�. ..... �. . '�... ... ���: ......... ......... ...... �
.. . .•..` �1:.. rc.. ../. ....... �. .. . ..` :r .. Z....... �. :.
.. ... .... y. ............
atpremises located at.......�:�1�... // !¢21..... .I................ ........................
County Tax Map No. 1000 Section ....fit .......... Block ....... 7 ........ Lot No. .... ... .�............
Apo
......pursuant to application dated .......... // ...... '. )........... .. 19.1./. .., and opproved by the
Building Insp�tor. 'f O
Fee $.......................` ,���
............ ......... ..... ....�`. ..........................
���ding nspector
Rev. 6/30/80 aAelo, �-� �l/• '��
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
PRE EXISTING
CERTIFICATE OF OCCUPANCY
No 8-24204 Date !ARCH 12, 1996
THIS CERTIFIES that the building ONE FAMILY DWELLING
Location of Property 2300 HOBART ROAD SOUTHOLD NY
House No. Street Hamlet
County Tax Map No. 1000 Section 64 Block 3 Lot 5
Subdivision Filed Map No. Lot No.
conforms substantially to the Requirements for a One Family Dwelling built
Prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF
OCCUPANCY NUMBER 8-24204 dated MARCH 12, 1996
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is
issued is A OWN FAMILY DWELLING WITH ACCESSORY WOOD FRAME SHED IN REAR
AND ACCESSORY ONE CAR AND TWO CAR GARAGES IN FRONT YARD*
The certificate is issued to HELEN YOUNG
(owner)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
UNDERWRITERS CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
*PLEAM SEE ATTACHED INSPECTION T.
Building inspect
Rev. 1/81
j
Glenn Goldsmith,President 0f S0 Town Hall Annex
A.Nicholas Krupski,Vice President ��� ��� P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly G Q 1 Telephone(631)765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
2050C Date: July 26, 2023
THIS CERTIFIES that construction of a proposed 4' wide x 95' long fixed pier with thru-flow decking
and two 2) 10"dia. cca tie-off piles;
At 2300 Hobart Road, Southold
Suffolk County Tax Map#1000-64-3-5
` Conforms to the application for a Trustees Permiflieretofore Sled in this
office Dated November 28,2022 pursuant to which Trustees Wetland Permit#10357
Dated April 19, 2023,was issued and conforms to all '
the requirements and conditions of the applicable provisions of law. The project for which
this certificate is being issued is for construction of a proposed 4' wide x 95' long f,ixed pier with thru-
flow decking and two(2) 10"dia. cca tie-off piles.
r
The certificate is issued to Mark&Ann Schaefer owner of the aforesaid
property.
Authorized Signature
5 •
F `
>� 1' •..•... � �' � it., a� � .` ..t _' .•ice :J ...,`: '�•.' _ ` � - n
•�R71ASS�DIlRG�G2V�1:5YF4tYP1.:4YF'EsT.R>'2�i9'3T•N./yC.aECd9Y7,/Y&3S,iN,'�C%�""�l�YC`L'RillC.SF:9�V�T�.. •:�J^9�A1_J['$'�??"L�t��p.9'�!:�''4'ff�P�'�'+n'�fi�� ..Z�'.!�' :'Z�Z4L'8%kYlY✓1�' � S•: 1
T• L` i
BOARD OF SOUTHOLD TOWN TRUSTEES
s�
• SOUTHOLD,NEW YORK .
0
PERMIT NO. 10357 DATE: APRIL 19,2023 -�
ISSUED TO: MARK&ANN SCHAEFER ► �*.
PROPERTY ADDRESS: 2300 HOBART ROAD,SOUTHOLD "
• "'' . ,:.� SCTM#1000-64-3-5
a AUTHORIZATION a
J.. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
- accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 19,2023, and in
consideration of application fee in the sum of$250.00 paid by Mark&Ann Schaefer and subject to the Terms
i and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the
following: r
Wetland Permit for construction of a proposed 4'wide x 95' long fixed pier with thru-flow
decking and two(2) 10"dia.cca tie-off piles; and as depicted on the revised site plan prepared
by Jeffrey Patanjo last dated April 20,2023,and stamped approved on April 25,2023. ,
�t t, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
presents to be subscribed by a majority of the said Board as of the day and year first above written.
r
s y s
• ^ ` IZAB H PEEPLES-A
'N
' 0•1•
Q Q•
� °/ &&7m'.�ttdf3afsc4i�u�.bw:o�i"5"aA.�F+'�i�"tio raGi,n;�e`,nZii�IDxh�rnt�2mm,,.vtosG' +;St�o _ r�'�siG;64+'v' a.i5.aasnau.'�5r'�te '.�,A�4QF�i srd� �i. j
�. ALL J100RINGS ._t`'" MAKES -MUST- DISPLAY- '/ISM ",'. �AbORING NUMBERS
ALL DOCKS AND MUST' DISPLAY-..'VI S PERMIT NUMBERS
ZL
ON
dN C A �••. .. 'Y
/�•t ,ice` �.?•,•� �.� �V -•M.•: .,���. L...,yr �,�- '�..•'r .!y,.;. ,. v. �'�`•f#i :1 '3'•
i7 +.
�r!Erd:..tl�•G..°s•.x-s,•.+•-T�'. - /.
y Board. Of Southold Town Trustees -1=`
S.OUTHOLD, NEW YORK '.
y ; 1tiQ
• �} Mooring n/a 0-
} ,1f. 3625 Nov. 4 107
4 PERMIT �N'O: ................................... . DATE:' ...................'............. .
•:_;u la iSSUrD rev 'a�
c TO ....... --Mrs•....RaY..I.�...�'oung................ � :1^ •. ;
Pursuant to the provisions of Chapter 6.15 of the Laws of
�.. .>� ... the State of New York, 1893; :and Cha •ter 404 of the Laws of the
': • $fate. o.f New York !952; and .the Southold Town Ordinance en-. y,
titled. REGULATING AND THE PLACING OF OBST.RUCTION.S1.41
'IN AND. ON TOWN WATERS AND PUBLIC LANDS and .the Y
REMOVAL OF SAND, GRAVEL' OR OTHER MATERIALS FROM 'A
LANDS UNDER TOWN WATERS;" and in accorance with the
f�'•,.:' „fir, ..
r�
Re-solution of Th'e Board. adopted at a meeting held-on October / 'ate
and in.consideratian of the sum of 25.00
\ z-' � $•............................. paid 6y
Mrs. Ray
All
I of .....................Southold
... ......................................... ......... .... N. Y: and su6ject to the ,=
Terms and .Conditi:ons listed on .the ' 'reverse .side. hereof ` ; "-�..
,rya. -+err P� r•. .:•-`
•.:.
I „};+;- •L••,� of Southold Town Trustees authorizes and: permits the following.:
To 'reist.. a ;.� sin.��;.•�.�;�, ,1� g , r and to reconstruct two low profile groins teq. ";•w .••.`:
W. in place and extending from the bulkhead to the lwm and
;r .
;; - ,
h+ to .x.evegetate with Sp.artina alterniflora: Hobart Road, :•: s+,K'o Southold.
G
Sou
all in •acco'dance 'ifh the- detailed specifications as presented in Y �:;;'
IS
•the originating application. c
` `A, IN WIT
NESS WHEREOF, The said Board of Trustees here-
by causes its Corporate Seal .to be affixed, ant{" these presents to 1;. s•::=
b.e subscribed by a majority of th.e id B as of this date. 4�. ir
WWI kil
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ruste
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� '•Yt�a�BL•po•�,,•AXw' � •fib!•;, � ,.t(�-... B._.•• 1i4�.;:.,' �,.,�... '��.,. .q�3po.. A',. ''+1�i'i .,r�:
Glenn Goldsmith,President �QFSD(/�.
Town Hall Annex
A.Nicholas Krupski,Vice President �C> , 54375 Route 9
P.O.Box 11'19
Eric Sepenoski Jf J [ Southold,New York 11971
Liz Gillooly ris sc
Elizabeth Peeples d Telephone(631)765-1892
Ol Y :Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD.
This Section For Oflee Use Onl �"r+ ~✓
Coastal Erosion Permit Application
Wetland Permit Application
Administrative Permit ,VL 14
Amendment/Transfer/Extensio r'
Received-Application: 771 l aZ7 -
Received Fee: $
Completed Applicati n: S' 8�.:
Incomplete:.
SEQRA Classification: Type I� Type II Unlisted Negative Dec. Positive Dec.
Lead Agency Determination Date: .
Coordination:(date sent):
LWRP Consistency Assess en Fo Sent: y .
.CAC Referral Sent: .2l �.
Date of Inspection: 124
Receipt of CAC Report:
Technical Review:
Public Hearing Held:
Resolution:
Owner(s)Legal Name of Property (as_shown on Deed): Mark and Ann Schaefer.
Mailing Address: 28 Orchard Farm Road, Port Washington, NY 11050-.3335
Phone Number: 631-765-1278
Suffolk County Tax Map Number: 1000- 64-3-5
Property Location: 2300 Hobart Road, Southold. -
(If necessary,provide LILCO Pole#, distance to cross streets,,and location)
AGENT(If applicable): Patricia C.:Moore
Mailing Address: 51020 Main Road, Southold NY 11971 ,
Phone Number:. 631-765-4330 Email: pcmoore@mooreattys.com
1
PROJECT DESCRIPTION
Mark&Ann Shaefer: 2300 Hobart Road,Southold
1000-64-3-5
1. Replace windows on 2nd floor dormers and 1 window on first floor to 43.7' x 3 '/4'
existing house
2. Install new siding as required for new construction
3. Existing Covered porch(8'x34')on water side to remain
4. First floor existing with interior alterations {1,148 SF)with existing west porch
(5'xl2') and existing pergola(6'x23') in front of house to remain.
5. Demolish existing 2nd floor(666.5 SF) and construct new 2nd floor over existing
dwelling(757.2 SF)
6. Replace existing sanitary system with Al system in front yard
7. Add Gutters and leaders to drywells for house roof drainage
8. 10 foot non turf buffer along landward side of bulkhead
9. Existing driveway (no change)
10.Existing 1 story garage 22.3'x 22.3'(no change)
11. Concrete pad in front yard to be removed
1
Board of Trustees Application
GENERAL DATA
Land Area(in square feet): .@14,712 SF
Area Zoning: R-40
Previous use of property: Existing two story house with dock
Intended use of property: Additions and alterations to existing two story house, riew 2nd floor
Covenants and Restrictions on property? Yes -No
If"Yes", please provide a copy.
Will this project require a Building Permit as per Town Code? Yes _nNo
If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review
and Elevation Plans will be required.
Does this project require a variance from the Zoning Board of Appeals? =Yes ✓�No
If"Yes",please provide copy of decision.
WrTis project req4irq any demolition as per Town Code or as determined by the Building Dept.?
Yes ✓ No
Does the structure(s)on property have a valid Certificate of Occupancy? Yes_D_No
Prior permits/approvals for site improvements:
Agency Date
Trustees 2023 TR-10357 dock 4-19-23
8'x 34'covered porch-Waiver 5-29-97
Low profile groins#3625 11-4-87
ElNo prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspended by a governmental agency? No_n Yes
If yes,provide explanation:
Project Description(use attachments if necessary): SEE'ATTACHED .
Board of Trustees Application
WETLAND/TRUSTEE LANDS APPLICATION DATA
Purpose of the proposed operations:
Additions &Alterations.to existing single family dwelling
and replace 2nd floor over the first floor
Area of wetlands on lot: 2,000 square feet
1
Percent coverage of lot: 2 _.. %
Closest distance between nearest existing structure and upland edge of wetlands: @45 feet
Closest distance between nearest proposed structure and upland edge of wetlands: no change feet
Does-the-project involve excavation or filling? ❑✓ No, Yes
If yes,how much material will be excavated? for sanitary cubic yards
How much material will be filled?.0 cubic yards
Depth of which material will be removed or deposited: 4' feet
Proposed slope throughout the area of operations: gradual
Manner in which material will be remove&or deposited:
small excavation equipment
Statement of the effect,if any,on the wetlands and tidal waters of the town that may-result by
reason Pf such proposed operations(use,attachments if appropriate):
none
� I
61 Z20
Appendix B
Short Environmental Assessment Form
Instructions for Completing
Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part I based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part 1-Project and Sponsor Information
Trustees
Name of Action or Project:
Mark&Ann Schaefer
Project Location(describe,and attach a location map):
2300 Hobart Road
Brief Description of Proposed Action:
additions & alterations to existing dwelling, demolish existing 2nd floor
and replace 2nd floor
Name of Applicant or Sponsor: Telephone:
Mark & Ann Schaefer E-Mail:pcmoore@mooreattys.com
Address:
28 Orchard Farm Road
City/PO: State: Zip Code:
Port Washington NY 11050-3335
1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES ,
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit;approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval: ❑
-Building Dept
3.a.Total acreage of the site of the proposed action? .025 acres
b.Total acreage to be physically disturbed? .005 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 025 acres
4. Che 11 land us"at occur on,adjoining an ar the prop action.
Urban Rural(non-agriculture) Industrial Commercial ❑✓ Residential(suburban)
Forest Agriculture Aquatic QOther(specify):
Parkland
Page 1 of 4
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations?
b.Consistent with the adopted comprehensive plan?
6. is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? ✓
7. is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES.
If Yes,identify: Jockey Creek ❑
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES
b.Are.public transportation service(s)available at or nearthe site of the proposed action?
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓
EH.
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: 3
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment:_
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES =
Places?
b.Is the proposed action located in an archeological sensitive area?
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency?
b_Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ 1/
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14. ntify the typic bitat types that oc n,or are likely to be found on.t1�-Sroject site. Check all that apply:
Shoreline Forest Agricultural/grasslands Early mid-successional
✓ Wetland Urban Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered?
16.Is the project site located in the 100 year flood plain? NO YES
17.Will the proposed action create storm water discharge,either from point.or non-point sources? NO
If Yes,a N Z ^ a
Will storm water discharges flow to adjacent properties? O ES
b.Will storm water discharges be directed to established conveyance systems ff an m drains)?
If Yes,briefly describe: ZO YES
Page 2 of 4
1
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size: ❑ ❑
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe: ❑
20.Has the site of the proposed action or an adjoining property been the subject-of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe:
I AFFIRM T AT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLE
Applicants o sor arse:.Perri I C. Moore Agent Date: 2I I 24�
Signature:
Part 2.-Impact Assessment: The Lead Agency is responsible for the completion of Part 2. Answer all of the,following
questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or .
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been•reasonable considering the scale and-context of the proposed action?"
No;or Moderate
small to large
impact impact
may may
occur occur
1. Will the proposed action create a material conflict with an adopted land use plan or zoning-
regulations? ❑ ❑
2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑
3. Will the proposed action impair the character or quality of the existing community? ❑ ❑
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area(CEA)? ❑. ❑
5. Will the proposed action result in an adverse change in the existing level of traffic or El El
existing infrastructure for mass transit,biking or walkway?
6.. Will the proposed action cause an increase in the use of energy and it fails.to incorporate El
reasonably available energy conservation or renewa$le energy opportunities?
7. Will the proposed action impact existing:
a.public/private water supplies? El
El
b.public/private wastewater treatment utilities? ❑
8. Will the proposed action impair the character or.quality of important historic,archaeological, ❑ ❑
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)?
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑
problems?
11. Will the proposed action create a hazard to environmental resources or human health?
Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.
Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring,
duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and
cumulative impacts.
i
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Town of Southold-Board of Trustees
Name of Lead Agency Date y
President
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
PRINT Page 4 of 4
and of Trustees Applicati
AUTHORIZATION
(Where the applicant is not the owner)
c `
I/We, MARK SCHAEFER AND ANN SCHAEFER
owners of the property identified as SCTM# 1000-_ 64-3-5 in the town of
SOUTHOLD PATRICIA C. MOORE
.New York, hereby authorizes
to act as my agent and handle all
necessary work involved with the application process for permit(s) from the Southold Town
Board of Trustees for this property.
Property Owner's Signature ProWrty Owner's Signatu
SWORN TO BEFORE ME THIS DAY OF 20Zy� � ,
No ry Pu is
+� HARSHANE S ROY
Notary Public-State of New York
N0.01R06381265
Qualified in Nassau County
L
y Commission Expires Oct 1, 4W
zaz�
and of Trustees Applicats
AFFIDAVIT
MARK SCHAEFER AND ANN SCHAEFER BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT
ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION
AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES.
THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE
BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER'OR BY VIRTUE OF SAID PERMIT(S),IF
GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE
TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE
CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION,
INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF
TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM
OF THE PERMIT.
Signature of roperty Owner jSigniof Property Owne
SWORN TO BEFORE ME THIS l fk DAY OF Te4L(x , 24�_
Not Publ'
TIC 50� HARSHANE S ROY
Notary Public-State of New York
No.01R06381265 ,
Qualified in Nassau County
My Commission Expires Oct 1,2
2�2,(�
APPLICANT/AGENPREPRESENTATIVE
TRANSACTIONAL, DISCLOSURE FORM
e Town OfSouthoid's Code of Ethi ro ibit co flicts of int t e 'yaaafj�wn d se o
this form is to provide information which can alert the town of possible conflicts of interes_t_and allow it to take whatcvcraction is
necessary to avoid same.
YOUR NAME: SCHAEFER,MARK,ANN AND MO.ORE, PATRICIA
(Last name,first name,ipiddle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building -- -
Variance Trustee X __
Change of Zone Coastal Erosion
Approval of plat Mooring --- -
Exemption from plat or official map Planning
Other
(If"Other',name the activity.)
Do you personalty(or through your company,spouse,sibling,parent,or child)have'a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership;in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES !®_ NO
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town of icer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
�A)the owner of greater than 5°!0 of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer,director,partner,or e_mployee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Wj
Submtte , is d ..f ZO
Signatur G
Print Name
Form TS 1
Board of Trustees Applicdtion
PROOF OF MAILING OF NOTICE
ATTACH CERTIFIED MAIL RECEIPTS
APPLICATION NAME & SCTM#:
NAME:
" a-Gen 7 f�u erj�"ems
`/',3 -
Y-,3 -
� L/ - 3- 1L
� q- Ll _ ��
STATE OF NEW YORK
COUNTY OF SUFFOLK
, residing at
, being duly sworn, deposes and says that on
the day of , 20 , deponent mailed a true copy of the
Notice set forth in the Board of Trustees Application, directed to each of the above named
persons at the addresses set opposite their respective names; that the addresses set opposite the
names of said persons are the address of said persons as shown on the current assessment roll of
the Town of Southold; that said Notices were mailed at the United States Post Office located at
that said Notices were mailed to
each of said persons by CERTIFIED MAIL/RETURN RECEIPT.
Signature
Sworn to before me this
Day of , 20
J
Notary Public
, NOTICE OF HEARING
NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of
Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property.
OWNER(S) OF RECORD: MARK & ANN SCHAEFER —'Le
SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing dwelling with
west porch, seaward side covered porch and landward brick walk with pergola;
replace windows and siding where necessary; demolish existing second floor and
construct a 757.2sq.ft. second floor over existing dwelling; install gutters to leaders to
drywells to contain roof runoff; abandon existing septic system and install an I/A
OWTS system landward of dwelling; remove concrete pad in front yard; existing
driveway to remain; and to install and perpetually maintain a 10' wide non-turf buffer
along the landward edge of the bulkhead. Located: 2300 Hobart Road, Southold.
SCTM# 1000-64-3-5
TIME & DATE OF PUBLIC HEARING: Wednesday, September 18, 2024 —
at or about 5:30P.M. If you have an interest in this project, you are invited to view the
Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee
Office until to the day of the hearing during normal business days between the hours of 8 a.m.
and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list,policies and explanations of each policy contained in the Town of Southold Local.
Waterfront Revitalization Program. A proposed. action will be evaluated as to its significant
beneficial and adverse effects upon the coastal.area(which includes all of Southold Town).
3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detaih1istidg both supporting and non-
suaportine facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
i A copy of the LWRP is available in the following places:online at the Town of Southold's
website(southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
I
SCTM# 64 _3 -5
PROJECT NAME Mark&Ann Schaefer
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g.capital ❑
construction,planning activity,agency regulation,land transaction) ❑
(b) Financial assistance(e.g.grant,loan,subsidy)
(c) Permit,approval,license,certification: ❑
Nature and extent of action:
Additions &Alterations to existing dwelling
demolish existing 2nd floor and rebuild larger 2nd floor over the existing dwellling
replace sanitary system and locate in front yard
Location of action: 2300 Hobart Road,Southold
Site acreage: .5
Present land use: existing house
Present zoning classification: r-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name ofapplicant: Mark Schaefer and Ann Shaefer
(b) Mailing address: 28 Orchard Farm Rd., Port Washington NY 11050-3335
(c) Telephone number: 631-765-1278
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No❑✓ If yes,which state or federal agency?
f
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold-that enhances community character,
preserves open space,.makes efficient use of infrastructure, makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
Yes ❑ No ❑Not Applicable
enhance an existing structure with additions&alterations,replacement of sanitary system
with IA system
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through for evaluation criteria
❑ Yes ❑ No❑✓ Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold: See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
✓0 Yes ❑ No❑ Not Applicable
investment in existing structures,maintaining and improving homes enhance the visual quality and enhance scenic resources
Attach itional sheets ffnecessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III-Policies Pages 8 through 16 for evaluation criteria
Q Yes ❑ No❑ Not Applicable
s work proposed outside of flood zone
}
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
0 Yes ❑ No E]Not Applicable
connected to public water
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including_
Significant Coastal Fish and Wildlife Habitats, and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation.criteria.
❑ Yes ❑No W�l Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
Yes ❑No Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑Yes ❑ No ✓❑Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation
criteria.
❑ Ye❑ No❑✓ Not Applicable
Attach additional sheets if necessary
� s
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑Yes ❑ No ❑✓ Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
Attach additional sheets'if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages
62 through 65 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies;Pages 65 through 68 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
PREPARED BY Paticia C. Moore TITLE Attorney/Agent DATE