HomeMy WebLinkAboutTR-10365A ®� S®Uy Town Hall Annex
Glenn Goldsmith,President ®�� ®�®
A. Nicholas Kru ski,Vice President P.O. Route 25
p P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples �® ® a® Fax(631) 765-6641
C®UfVT`I,��
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
2107C Date: November 12, 2023
THIS CERTIFIES that the construction of a five(5)foot expansion of existing_upstairs bathroom and
adjacent closet over the existing structure-, with replacement of windows;
At 1630 Beebe Drive, Cutchogue
Suffolk County Tax Map#1000-103-3-18
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated April 18, 2023 pursuant to which Trustees Administrative Permit#10365A
Dated May 17, 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 five(5) foot expansion of existing upstairs
bathroom and adjacent closet over the existing structure;with replacement of windows.
The certificate is issued to Glenn Koopersmith&Eve Green Koopersmith owner of the
aforesaid property.
r
Authorized Signature
Glenn Goldsmith,President *0 SOU�� Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President ®� ®T®
P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly �n
� � Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
DATE OF INSPECTION: 112 LZ3
INSPECTED BY:
Ch. 275 Ch. 111
INSPECTION SCHEDULE
Pre-construction, haybale line/silt boom/silt curtain
1 st day of construction
'/2 constructed
Project complete, compliance inspection
COMMENTS:
CERTIFICATE OF COMPLIANCE:
Glenn Goldsmith, President o��Q� SOTown Hall Annex 54375 Route 25
A. Nicholas Krupski,Vice President sem® ® P.O. Box 1179
Eric Sepenoski E Southold,New York 11971
Liz Gillooly Telephone (631) 765-1892
Elizabeth Peeples y® Fax(631) 765-6641
eou
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES
72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF
BELOW
INSPECTION SCHEDULE
Pre-construction, hay bale line/silt boom/silt curtain
1St day of construction
'/z constructed
When project complete, call for compliance inspection;
Glenn Goldsmith,President ®f S®��� Town Hall Annex
A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski dt Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples X Fax(631) 765-6641
vo�c®U ,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 10365A
Date of Receipt of Application: April 18, 2023
Applicant: Glenn Koopersmith & Eve Green Koopersmith
SCTM#: 1000-103-3-18
Project Location: 1630 Beebe Drive, Cutchogue
Date of Resolution/Issuance: May 17, 2023
Date of Expiration: May 17, 2025
Reviewed by: A. Nicholas Krupski, Vice-President
Project Description: Construct a five (5) foot expansion of existing upstairs bathroom
and adjacent closet over the existing structure; with replacement of windows.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an
Administrative Permit allows for the operations as indicated on the site plan prepared by
Richard M. Mato, Architect, dated March 4, 2023, and stamped approved on May 17,
2023.
Special Conditions: None
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
Glenn Goldsmith, President
Board of Trustees
Glenn Goldsmith,President h�o�pgOFFO(;�COG Town Hall Annex
�.Nicholas Krupski,Vice President o -1`. 54375 Route 25
Eric Sepenoski w ,Y, P.O. Box 1179
Liz Gillooly �y • 0l�1 Southold,NY 11971
Elizabeth Peeples ��� r �� Y Telephone(631)765-1892
Fax(631)765-6641
Southold Town Board of Trustees
Field Inspection Report
Date/Time: S 6S Completed in field by:
GLENN KOOPERSMITH & EVE GREEN KOOPERSMITH requests an Administrative
/ Permit to construct a five (5) foot expansion of existing upstairs bathroom and adjacent
closet over the existing structure; with replacement of windows. Located: 1630 Beebe
Drive, Cutchogue. SCTM#: 1000-103-3-18
r Type Gf area to be impacted:
V Saltwater Wetland Freshwater Wetland Sound Bay
r
Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other
administrative
f Application: Wetland Coastal Erosion Amendment
Emergency Pre-Submission Violation
Notice of Hearing card posted on property: Yes No Not Applicable
/ Info needed/Modifications/Conditions/Etc.:
C-CJW CK, 14I
Present Were: G. Goldsmith V N. Krupski E. Sepenoski
L. Gillooly E. Peeples
GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR +! EXTERIOR STAIR NOTES=
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 34" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER, SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301,4, R301,5 THE 2020 RE51DENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS c. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9," FOR WOOD
2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 6'-$" AS PER R314.3. BUILDING DEPARTMENT NOTES-
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
MAXIMUM RISE - 7%"
2, ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND S. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0",
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS a. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AF4AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION - 914"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY4" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER, MAXIMUM NOSING RADIUS - q/16"
S. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES=
4, ALL PLYWOOD SHALL BE EXTERIOR GRADE (cpx) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST H
4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES,AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF 8i PA) WOOD FRAME CONSTRUCTION
SHALL B£ INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSUREDMANUAL FOR ONE AND TWO -FAMILY DWELLINGS E•1�
AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE, VERTICAL SURFACES,
1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 0
S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 v •
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS " DESIGN CRITERIA:
HAVING JURISDICTION, ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4 FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, .�
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK, NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS, LIVE LOAD 40 PSF:
2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING O
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF-
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER 15 LESS. 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS, PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" • I>''
IN THE DRAWINGS, VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: E--I a u
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE, WIND LOAD 130 MPH
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS 5, PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR
STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. . iC'',"
SMOKE ALARM NOTES= ~
WORK, SQUARE FOOTAGES: Q p
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS A5 THEY GENERAL WALL HOARD NOTES:
8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS=
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED.
a. ONE IN EACH SLEEPING ROOM.
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW SECOND FLOOR : 126 S.F.
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT BEDROOMS,
q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 'HALL
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE, BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. U N
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOUR BETWEEN THE N �
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. " ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 00
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE "'/p CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS _
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED Be HOT DIPPED GALVANIZED, PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 = '
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL, cq
M
OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/811 FIRE RATED GYPSUM WALL BOARD O N
}�.� a �
SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT MV7
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
11. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, if. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF d AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD S. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND -IN CONTACT WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
• •
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS W
GENERAL GARAGE NOTES= OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13, ALL DECK JOISTS SHALL. BE ACO AT I6" O.C. AS PER PLAN, DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING,
14, CATHEDRAL ROOF TYPICAL CONSTRUCTION THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
GENERAL EXCAVATION d BACK FILLING NOTES: ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH #30 FELT OVER 60 MIN, GRAPE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 5% HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT I6" O.G. WITH AS PER THE SUFFOLK COUNTY HEALTP DEPARTMENT AND ALL OTHER AUTHORITIES
BATT INSULATION BETWEEN, COVER WITH 5/8' GYPSUM WALL BOARD TAPE AND SPACKLE FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN HAVING JURISDICTION.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
WITH THREE COATS, PROVIDE A MINIMUM OF 1" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. O
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION, r�
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION #-IEATING NOTES= �,y/��
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF o. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 10' BUILDING PAPER V1
ENERGY NOTES= ZONING CLASSIFICATION"
THE CONTRACTOR TO VERIFY THE ACTUAL 501L BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN.
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING r
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16. TYPICAL EXTERIOR WALL_ CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ZONE -R40
o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN, VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF r E
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCOPOING TO PLAN AT 16" O.C. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/8" GYPSUM 'rJALL BOARD TAPE AND SPACKLE THREE COATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND ~�
ENERGY CONSERVATION CODE
b. EXTERIOR WALLS- NOTCHING AND BORING' SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO Tt-;E EXTERIOR OF THE BUILDING E � I
1. NOTCHES IN ETHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT•OF THESE DRAWINGS.
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH,
3. THE DESIGN ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS O THE
2, ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 1I• BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND
GENERAL GLAZING NOTES= SOLE RESP05IBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
REQUIRED HEIGHT,
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
EDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE 5HALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL �{
S. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION I, ALL EXTERIOR GLAZED OPENINGS 1N THE 130 MPH THREE SECOND GUST '
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES LIST OF DRAWINGS
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND r40LE5 SHALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF ASTM E 1gg6 AND OF ASTM E 1886 AND R301.2.1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER,
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. c. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLE55 NOTED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE wh
OTHERWISE. BY EXCEPTION TO R301.2.1,2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF 1415 KNOWLEDGE, BELIEF
4, ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET Al GENERAL NOTES
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 O
C. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SMALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE.
S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO' GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES, THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SHEET A2 1 ST & 2ND FLOOR PLANS
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE f, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS, 6• FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE d RESCUE NOTES= SHEET A3 ELEVATIONS/SECTION H
GENERAL SWIMMING POOL, HOT TUB 4 SPA BARRIER- NOTES=
BOTH SIDES OF THE HEADER. I T 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL �•/
GENERAL CONCRETE NOTES= h, LINTELS S14ALL NOT BE LESS THANt BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER SHEET A4 CODE PAGE W
I. THREE :?x10'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
1. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE
11. THREE 2xt2'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH I. BOTTOM OF WINDOM! AND DOOR HEADERS SMALL BE SET AT b'-8" ABOVE THE THE CODE REQUIRES,
2.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE 15 A55UMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO,
2. CARRY ALL FOOTINGS TO A MINIMUM OF 367 BELOW GRADE ON TO A FIRM J. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES, NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SMALL NOT BE LESS THAN 5.7 SQUARE FEET
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS A5 1, (I)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24",
NOTED ON THE PLANS (MIN, OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS fl.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20"
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL, S.
PLANS WITH US REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CROSS SECTION. 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH k2"0 DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A.
4. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
5, %00 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3!'2"0 DIAMETER STEEL COLUMN ON POURED HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
OF 33" O.C,, 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE
CONCRETE FOOTING AS PER PLAN UNLE55 NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE.
6, PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES,
7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON APPROVE-D Y
WATERPROOFING BY RUB-R-WALL OR EQUAL.
BOARD OF i RUSTEES
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, TOWN
I A'V OF SOUTHOLD
q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLA55 514ALL DATE
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST,
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
7
STRENGTH OF 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO
THE MIX EXCEPT WARM WATER. ALL CONCRETE 514ALL BE AIR ENTRAINED. TOTAL
-- No. Date Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE
REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING, Drawn By:
MM
11, ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH THE LATEST ACI t�
4r
318 AND ASTM 01157 REQUIREMENTS. -- - Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® ` B/4/23
CONFORMING TO THE LATEST ASTM A-615 GRAPE 60.
Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTEDD[] 8
AI Il K2 j
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK 'rJ
it
STATE LICENSED ENGINEER. ---•-
i
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL. W
a A OF SHEETS
- - - -- - - - - - - - - - -
i
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1 I J gi_Ig/a" �'_Ia/8" EXISTING WALL O
a — •
114-- - - - - - - - - -I-- - - - - PROPOSED WALL F'—� ►�+
I i O I0'-3y4" Jl 6'-IOyg° EXIST. ROOF DECK WALL TO BE REMOVED U
I , 1
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LINE OF NEW N
SECOND FLOOR EXIST. LI V NUI
ADDITION I 3 t?OOt-1 I
1 00 NOTE: [�
1
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES I I OO PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
EXIST. I J EXIST. I NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
2"x10" F.J. / 2 xi0 F.J.
16" O.C. i 4D I6" O.G. I
m 1 POST TO FND. I SECOND FLOOR PLAN
I �
I 1 SCALEi y4"-1'-0"
17 2ND FLOOR ADDITION% 126 S.F.
I I l 2"x10" F.J. 2
1 0 16" O.C.
BOLTED CONN.
--- -�- - -
--�- -I —
(3)-I3/A"xc%" L.V.L. FLUSI-TDR.
- - - - - - - - - -
6 I i
j 1 - LINE OF EXIST
SECOND FLOOR }
I
I I
L - - - - - - - - - - - -
El
No. Date 11 Title
REVISIONS:
Drawn By:
RMM
Date:
NOTE= 3/4/23
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES I ! Drawing No.:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
`? k` APR 1 8 ^n��
I k
FIRST FLOOR FLAN
SCALE: %4"-I'-O" W
dsa OF SHEETS
ADDITION EXISTING
t
TYPICAL ROOFING
ASPHALT ROOFING O
TO MATCH EXt5TING HOUSE
V
EXISTING ROOF � M U
VALLEY FLASHING
(TYP) LINE OF EXISTING O
CW
EXISTING ROOF II F--1 u
L
ROMOVE EXISTING ( a
GABLE
2'x4° 'xAs 22x,40 r l
' ` h
v
!�1 Q N 1
r"
jup q
o �
Q
ADDITION
Ate. � �
REAR L E�/AT' I ON �1�1�ST� Q
2"x 12" RIDGE Y4"-l'-0"
SCALE-
FALSE RIDGE
TYPICAL SIDING
2"x10" R.R. 12 SIDING
@16" O.G. �MATGN
TO MATCH EXISTING HOUSE
EX.
VALLEY RAFTER
(JD 16 0.C. T.O.P. \
MATCH EX. \ BLIND L
(3)-2"x10" HDR. TYP ) [�
MASTER O U
SAT,!-'! a
VERIFY ALLElm
CONDITIONS
FIN. 2ND. FLR.
MATCH EX. - -
T.O.P.
(2)-F.J. EXIST. MATCH EX.
ROMOVE EXIST. —�
2 x10 F.J. GABLE
L.V.L. FLUSH HDR.
a
EXISTING LIVING i
ROOM
FIN. IST. FLR.
EXIST. F.J. (VERIFY) EXIST. D.J. (VERIFY)
I
EXISTING BASEMENT
EX. GRADE
No. Date 11 Title
REVISIONS:
Drawn By:
RIGHT ELEVATION (NORTH ) R�r�
SCALE= k411-►1-0" D ate:3/4/23
SECTION
('A
�, �; Drawing No.:
A3 SCALE. y4„RI'—o" 4 APR 82-C23
t
d A OF .4 SHEETS
6I
NAILING SCHEDULE
MINIMUM ROOF LIVE LOADS
INSTALL "SIMPSON FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 180 MPH EXPOSURE B
RIDGE TENSION STRAP i6" O.C. STRONG TIE" LSTA WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS CIN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
BY SIMPSON STRONG TIE TIES @ EA, END
I 1/4" X 18" 20 GAUGE WITH OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
TRIBUTARY LOADED
AREA IN SQUARE FEET
(4) SD COMMON NAILS EACH SID JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
1RAFTER FRAMING
•�„ HEADER AS NOTED H
EMBER
° DOOR OR WINDOW Q Rafter to TW IPI 9 (Toe-nailed) 3-Bd?# ?$ per rafter ROOF SLOPE 200 2 61000 06008
° ROOF RAFTER « 16" O.C. U
° AS NOTED Wo(I height q - 10 Ft. 4-ed?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
° Ceiling Joist to Top Plate (Toe-nailed) (113) 20 16 16
°o Wall height 8 ft. 3-Sd?# ?$ per Joist RISE 4 INCHES PER FOOT (1.3) TO LESS
Wall height q - 10 ft. 4-8d?# ?$ per Joist THAN 12 INCHES PER FOOT (I.1)
_ 16 14 14
ROOF RIDGE Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (ft.) L�
RISE 12 INCHES PER FOOT (1:1) AND O
12 20 28 36 GREATER 11 12 12 12
3:12 Roof Slope @ I6" o.c, 5-16d 8-16d II-16d 14-16d r
4:12 Roof Slope @ ib" ox. 4-16d 6-16d 6-Ibd 11-16d each lop �1
5,12 Roof Slope @ 16' o,c. 3-16d 5-16d 7-16d q-16d each lap
7:12 Roof Slope @ 16' o,c. 3-16d 4-16d 5-16d 646d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �i P-4 U
q:12 Roof Slope @ Ib' o,c, 3-I6d 3-16d 4-Ibd 5-16d ��11
R I DC'E S TRAM' 12:12 Roof Slope @ 16' o.c. 3-16d 346d 3-16d 4-16d CIN POUNDS PER SQUARE FOOT)
S1 w
N.T.S. Ceiling Joist Laps over Partitions (Face-nailed) Roof Span (Ft,)
f� /( 12 20 28 36 USE LIVE LOAD 0
TYPICAL D ETA I L 0) 3:12 Roof Slope @ ib" o.c. 5-Ibd 6-16d 1146d 14-I6d bo � U
EXTERIOR 1--IEADERS " XTERIOR BALCONIES
4:12 Roof Slope @ ib O.C.o,c. 4-Ibd 6-16d B-16d II-16d each lop
5:12 Roof Slope @ i6" o.c, 3-16d 5-16d 7-16d q-lbd each lap DECKS AO
7:12 Roof Slope @ I6" o,c, 3-I6d 4-16d 5-16d 6-16d
N.T.S. ATTICS WITHOUT STORAGE 10
q:12 Roof Slope @ I6" o,c. 3-16d 3-16d 4-I6d 5-I6d V
ROOF RAFTER 12,12 Roof Slope LE I6" o,c. 3-16d 3-I6d 3-16d 4-16d ATTICS WITH STORAGE 20
ROOMS OTHER THAN SLEEPING ROOMS 40 O
Collor Tie to Rofter (Face-nailed) 6-8d per tie 0
Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 50
Rim Board to Rafter (End-nailed) 2-16d each end
WALL FRAMING �1
Top Plate to Top Plate (Face-nGii d) 2-16d?! per foot00
qty
°• Top Plates at Intersections (Face-nailed) 4-I6d joints - each side TABLE 8301.2(1) ;�f.,I; Cq
TOP PLATE Stud to Stud (Pott-noited) 2-Ibd 24" o.c, CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA !�'�1 t-
Header to Header (Face-nailed) Ibd 16' o,c, along edges WIND DESIGN 0 oo
GROUND SEISMIC SUBJECT TO DAMAGE FROM I
SIMPSON H-tp Top or Bottom Plate to Stud (End-nailed) 2-Ibd per 2x4 stud LOAD NOW SPEED TOPOGRAPHi SPECIAL WIND WIND-BORNE DESIGN FROSTLINE O en
C14
per 2x6 stud (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY ^
I CLIPS 3-Ibd
4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-O' =TODEATYE �MLO
IGHT TO M
MPH DERATE
Bottom Plate or Floor joist, Band jdst,
o Slh'IPSON STRONG TIE MTS12 Endjoist or Blocking (Face-nailed) 2-16d ?I ?@ per foot �1
1 1/4" X 16 GAUGE STRAP W/
(4) 8d COMMON NAILS ((5) Bd FLOOR FRAMING
COMMON NAILS IN GARAGE) INTO Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist
THE ROOF RAFTER 4 (4) 8d
COMMON NAILS ((5) Sd COMMON Bridging to Joist (Toe-nailed) 2-8d each end _
NAILS IN GARAGE) INTO THE: WALL Blocking to Joist (Toe-nailed) 2-8d each end
STUD. CANTILEVER Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block
GLAZING.-. PROTECTION FROM WIND—BORNE DEBRIS � W
Ledger Strip to Beam (Face nailed) 3-I6d each Joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist
SIMPSON H-2 Band Joist to Joist (End-nailed) 3-16d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
}� �j ''�"/� CLIPS P 161' O.C. Bond Joist to Sill or Top PLote (Toe-nailed) 2-16d?I per foot %s" AND A MAXIMUM SPAN OP W-O" FOR EVERY WINDOW. PANELS LJ
rS 2 (TS .L D ETA( L SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
N.T.S. Structural Panels 8d 0 EDGE/ 0 FIELD
I Diagonal Board Sheathing
/ E) E -FAL I'xb" Or 11W2-8d each end FASTENER TYPE FASTENER SPACING O
I'x!0" or wider 3-Sd each block PANEL SPAN PANEL SPAN PANEL SPAN
S 4'-O" W-6' W-8'
V! CEILING SHEATHING 212" 06 WD. SCREWS I6" I2" q
V/ � 'T ' Gypsum Wallboard 5d coolers 7" edge / 10" Field FV-�1
WALL SHEATHING 2Y," acs WD. SCREWS 16" 16" 12"
o INSTALL "SIMPSON STRONG-TIE" �-i
Strveturol Panels see Simplified Wall
o MSTA36 STRAPS 0) 16" O.G. Fiberboard Panels ZaeSheathing s this Nailing
Pressurepagea.)
O
SECURE WITH 26- 10d NAILS
0 7/16' 8d 3" edge / 6" field
0 25/32" 8d 3" edge / b" field
FASTENERS AS NOTED
' ■ " )N SCHEDULE ABOVE
Gypsum Wallboard ~ 5d cooler 7 edge / 10 field A
LU ' Hardboard 8d (see Simplified Walt h(�l
Sheathing Pressure pa R Nailing
o
Particleboard Panels 8d Zones this page,) WINDOW PLYWOOD AS NOTED
Q Diagonal Board SheathingGLASS 2'X4" BRACE • LARGER SPANS
18x6' or 1'x8" 2-8d per support
i"x10' or wider 3-8d per support
FLOOR SHEATHING wlNDow
5I1"iPLIFIED WALL SHEATHINGn
PRESSURE 4 NAILING ZONES Structural Panels a'LL Fri
11 or less 86 6" edge / 12" field
n' greater than 1" IOd 6" edge / 6' field
L[ Diogonol Board Sheathing
QZ 11x6" or lIX5" 2-8d per support
''11''
INV or wider 3-8d per support PLYWOOD STORM PANEL
W SHUTTER" DETAIL
;o � 0. ?t Nailing regyirments are based on u,r!l sheathing nailed 6" on-center at the palet edge. If wall sheathin
is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for _ J
a U structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to 1►r'1�r/9�
maintain the load path. O O
?@ When wall sheathing is continuous ever connected members, the tabulated number of nails shall be
o I I permitted to be- reduced to 1-I6d nail per foot.
NOTE= THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN FiggliggiiI E--+
�� I s s i FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION,SECTION 2.
-J S3 i"f STABG DETA I L
N.T.S.
WALL SHEATHING NAILING SCHEDULE
3" V.T•R. I
ROOF
ZONE 5 ZONE 6
2" —
FIELD
4" O.C. 8" O.G.
INSTALL "SIMPSON STRONG-TIE:" I I
EDGE
H-6 TIES OD IG" O.C. W/8-Sd NAILS 5" O.C. 4" O.G. 1�
2 ZnI .ju 2u
W61 -0 `--, // - — A AV.
ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED WC
WITH 6d COMMON NAILS- 2" x 11k2" GA, - PATTERN AS S WR• ly" ll/n
INSTALL "SIMPSON 2ND FL.
SIP
ON STRONG-TIE" INDICATED ABOVE. 2
LTP4 ANCHORS 0 16 O.G „. W/
12- 8d NAiLS 2"
0 3"
o %°ID x 12" L. x 3'-0" O.G. ANCHOR COP"IPONENT AND CLADDING PRESSURE ZONES
BOLTS W/ 2"x28 SO. STL WASHER, EXISTING
NUMBERS INDIATE NAILING ZONES ROOF
BP (P-O" FROM CORNERS)
LTP4 AS PER TABLE 3.2A 4 3.28
IST FL.
LTP4 ROOF SHEATHING NAILING SCHEDULE
i' � �----------
ZONE I ZONE 2 ZONE 3 ZONE 4 O
1
--i
FIELD e" O,G, 12" O.G. 3" O.C. 4" O.C. I O No. Date Title
EXISTING
EDGE ROOF I O i 311 REVISIONS.
4" O.G. 6" O.G. 3" O.G. 3" O.C. I 1 ! EXISTING
Q � - ___- y ROOF BASEMENT
ALL y2" EXT, PLYWOOD WALL SHEATHING TO BE SECURED I 2 1 Drawn B
WITH 103.1,"d COMMON NAILS- 2y2" x103.1," GA, - PATTERN AS TiOi O G.O. TO EXISTING y
INDICATED ABOVE. - L-- -J SANITARY SYSTEM
RMi"1
S4 FL-R. -TO- FND. CONNECTIONS SANITARY---�
N.T.S. O I O O i 0 ' 4" X.H.c.1. Date:
,l�L( FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS 3�4�23
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL Drawing No.:
CODE OF NEW YORK STATE. I N
G RISER
NOTE: PROVIDE CONTINUOUS LOAD PATH
ROOF PLAN
FRO" RIDGE TO FOU N DATION, sc.: I/5" 1'-0" NOT TO SCi' EAPR
�
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"9 0. 'm. CR1 OS
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27
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S
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F�OP� , O DATE: MAY 17, 2021
PINS OF FENCE++w meC1 J JOB N0:2021-212
•00, POst REM
oow of ooC monew CERTIFIED TO:
`�•\ U1 O `e GLENN KOOPERSMITH
W000 DO P a p'ga 8 y EVE GREEN KOOPERSMITH
& �O meF,Y Beor,O STEWART TITLE BETHPAGE FEDERAL CREDIT TC
E COMPANY
Survey for: UNION,
ISAOA
r,
GLENN KO OPER SMITH ��°F N E 0
�c EVE GREEN KO OPER SMITH �P \O H FOo S �,p�
At
Cutchogue p
Town of
Southold V 50234 �
Suffolk County, New York CANO
DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234
S.C.T.M.: 1000-103.00-03.00-018.000 FOX LAND SURVEYING
. ' 40 0 40 64 SUNSET AVENUE
I I I I WESTHAMPTON BEACH, N.Y. 11978
+ ..`. (631) 288-0022
SCALE:1"=40'
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY
IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE
NOTES: EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL
SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.
1. AREA = 39,525 S.F.
CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE
2. ■ = MONUMENT FOUND, O = PIPE FOUND. PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS
• BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY
3. REFERENCE DEED L. 11796 CP 949 AND LENDING INSTITUTION LISTED HEREON AND TO THE
ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS
' ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS
^ , - OR SUBSEQUENT OWNERS.
^�
. �. DWG: 2021-212
i
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_� � � r fps
E C
APR 1 8 2023
Boari of Trustees -� -
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or �OrmeZo 312 `�
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N�6.4STONE DRIVEWAY W/BLOCK CURB F(\7
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-7 ' O _
VVV EDGE
9< \\ J
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QQ++ WOOD OOGK O
� \ \3oCJ,?J SEPT. 06, 2022 UPDATED SURVEY
Survey for: o N0:20217 21021
� PpST y
\'Q \ \ GLENN KO OPER SMITH & CERTIFIED T0:
OF GLENN KOOPERSMITH
\\\'QQ+ P°5\ REMAINS ,FENCE 4�»w EVE GREEN KOOPERSMITH
sir EVE GREEN KOOPERSMITH STEWART TITLE INSURANCE COMPANY
ormerly goyie
At BETHPAGE T UNION, ISAOA
\\\ E� DoGK nota or & �hefesa �O Eli,
WDDD \ are11i e Cutchogue p�j H.,�pf �A
Roy` erly eedr` y) Town of °
m W/POb1ic ,ter) CO
P°U {Or w
COWeWM9 Southold
Suffolk County, New York r_
S.C.T.M.: 1000-103.00-03.00-018.000
40 0 40 41
II I DAVID S. #50234
SCALE:1"=40' FOCI NG
NOTES: 64 ENUE
WESTHAMPTON BEACH, N.Y. 11978
1. AREA = 39,525 S.F. (631) 288-0022
2. ■ = MONUMENT FOUND, O = PIPE FOUND.
3. REFERENCE DEED L. 11796 CP 949 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY
IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE
LAW.4. ELEVATIONS SHOWN HEREON ARE REFERENCED THE LANIDN SURVEYOR'S OFSURVEY
HIS SEAL OR MBOSSED SBAEL RING
TO N.A.V. DATUM 1988. SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.
5. THIS PARCEL IS WITHIN FLOOD ZONES SHOWN CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE
PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS
HEREON AS DELINEATED ON FIRM BOUNDARY BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY
AND LENDING INSTITUTION LISTED HEREON AND TO THE
MAP NO. 36103CO164H LAST DATED 9/25/09. ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS
6. SEPTIC LOCATION PER OTHERS. OR SUBSEQUENT OWNERS.
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COUNTYOFSUFFOLK U eurroucamrr.i.c:er•
vennarE wt •� .. +wg ' 103
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OFFICE LOCATION: �O��OF SOUryQI MAILING ADDRESS:
Town Hall Annex O P.O.Box 1179
54375 State Route 25 l l Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) va
G • Q Telephone: 631765-1935
Southold, NY 11971
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: May 16, 2023
Re: LWRP Coastal Consistency Review for GLENN KOOPERSMITH & EVE GREEN
KOOPERSMITH
SCTM#: 1000-103-3-18
GLENN KOOPERSMITH & EVE GREEN KOOPERSMITH requests an Administrative Permit to
construct a five (5) foot expansion of existing upstairs bathroom and adjacent closet over the existing
structure, with replacement of windows. Located: 1630 Beebe Drive, Cutchogue. SCTM#: 1000-103-3-
18
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.
Based upon the information provided on the LWRP Consistency Assessment Form submitted to this
department, as well as the records available to me, it is my recommendation that the proposed action is
EXEMPT from LWRP Coastal Consistency Review.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: The Honorable Lori M. Hulse, Attorney
a ; ?
Glean Goldsmith,President. irk .
Town Hall:Aninex
A:Nichotas:Kiu ski,Vice.President . !' `° .54375.Ro ' e25
p ,
Erin$e enoski +. P.O.Box 1179::
�. Southold;New York 11971
Liz Gillooly .: .
T
Elizabeth Peeples elephone(631)765-1892
... Fax(633)765-6641
BOARD.OF.TOWN TRUSTEES.. . ...
TOWN OF SOUTHOLD.
This Section Foy Office Use Duly.
�.
}
Coastal Erosion Permit Application
Wetland Permit Application
X:Administrative Permit 9.t
.APR .: .8:. 2023 .
Amendment/Transfer/Extension
X Received Application:'..
Received Fee:-..t
Completed Application: :l Boar .o wityt3ss
Incomplete'.. ---
SE.QRA Classification: Type I Type;II Unlisted. Negative Dec. Positive Dec.
Lead Agency Determination Date:
Coordination:(date.sent):
=LWRP Consistency Assessment.Form Sent:.:
,.;.,,,,,,, ;,CAC Referral Sent:
_X bate of Inspection:- _-
Receipt of CAC Report::
_Technical Review:
V' Public.Hearing Held 5►l 12PT.
. Resolution: '
Owner(s.)Legal Name of Property (as:shown on Deed):: ' .�MV1 ��OGP rsmi'
`.3:Maili -. 3P-nAQck
Phone Number: 51�' 38 •:S l y o t�31 7 3q 93)3
5uffolk.County Tak'Map Number: :1.000 - I u'3° ;. . .�j�uL k. 03..00 l d+ eel g .00c).
Property Location:
'
(If necessary;provide LILCO Pole, distance to.cross.streets,and location)
AGENT(If applicable):,..,
Mailing Address: - --
Phone.Number: Email:
Board of Trustees Application
GENERAL DATA
Land.Area,(in square;feet):,:.... :,
e-Sl
Area:Zoiun �.�
Previous use ofty�
ro er
,
p P
Intended
use of property:: .
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 No
If"Yes",.be advised this application will'.be reviewed by the Buildirig 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.
WALthis project re any demolition as per Town Code or as determined by the Building Dept:?
Yes No
Does the structure(s)on.property.have a yalid.Certificate of Occupancy? YesNo
Prior permits%approvals.for:site improvements:
Agency r Date`.: :. :.. o
of
t o uJn. FIS ee S
-5
��.
-- l
❑ No prior permits/approvals for site improvements..
Has any permit./approval ever-been revoked or suspended by a governmental agency? No Yes
If.yes,provide explanation:
Project Description(use attachments if necessary):
GL
UAL . ��°Se .: ►lam .: .;eX7 7�.� .. . .....
A e__61 .�'a�rit ::...t�►r/tG{oy✓S.
Board of Txustees Application
WETLAND/TRUSTEE LANDS APPLICATION.DATA
.Purpose of the:proposed operations:
C,
1 V 'I
0
�V_ W...
�. i� pp0
Area.of,wetlands.on lot:: . : ; > ,square feet
Percent.coverage of lot::..:. .
Closest distance.between nearest existing structure.and.upland edge of wetlands:.:: ° :3
: :.,feet: :. .
Closest:distance between nearest proposed structure and upland.edge of wetlands: a feet
Does the project involve excavation or filling? No: . .Yes
-if.yes;how inuch material will be excavated? cubic yards.
How much material.will be filled?.: cubic yards
Depth of which inaferial vill,be removed or deposifed::..;.. .. .. :...feet
Proposed slope throughout th&area of operations.:.
Manner in.which'.material will be removed.or deposited: -
Statement of the effect if any,on.the.wetlands and tidal waters of the towrafiatmay.result by
reason:of such proposed operations(use attachments if appropriate):
41720
Appendix
Short Environmental Assessment Farm
lnkrtiatio r i,clxi Lb etin�
Part I:Project lnfoirination: The applicant or project sponsor is responsible for the completion of Part 1. Responses
become.part ofthe:application'for approval or finding;are.subject•to public.review,and may be sabject.to.furtfierverifbation:
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:l:You may:also provide any additional information which you belieye.will be needed by or useful.
to the lead agency;attach additional pages as necessary.to supplement any item.'
Part 1--Project.'and Sponsor lnformation
s:Name ofActon or Project: ���� �
`71 iii . Si d
Project Location'(ribe,and'attach a focation.map
): `
Brief 0escripti6n'ofPn3p6seo:Action:
A iST/y
Name of Applicant or Sponsor: .... Telephoner c'?
s/.�• 3�a /.5
C .54, 6� / Q`��✓ {,�/ E-Mail:
2�
Address:
Love:..R:
City/PO: State: Zip`Code-
1.4
1:Does tfie propos action only involve the legislative adoption of a plan,local law,.ordinance; NO:... ...Y>;S' .
administrative rule,or regulation?
If Yes,attacH,a narrative description:ofthe' intent .of the proposed action and the:environmental resources that.
:may be affected in the,municipality and proceed to Part 2, If no,pontinue to,question 2:
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YIDS
If Yes;.l is`vagency,(s))_name and permit or,approval: '
J
.3.a.Total acreage ofthe site of-the proposed action? 3a -a*s5
b.Total acreage to be physically.disturbed? :.:.:acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or:project sponsor?:.: ^-' acres
4. Ch I land us"at occur on,adjoining an arthe propgset�action:
Urban: Rural(non-agriculture) Industrial CommercialResidenfia!(suburban)
Forest E]ggriculture Aquatic Other(specify)..
Parkland
Pagel of'4 .
S'.. Is thei proposed action; NO' ES NIA.:
a.A permitted.use under the zoning regulations? rN
b.Consistent with the adopted comprehensive plan?
6. Is the proposed action consistent with the predominant character of the existing built or natural NO.::: .;. E
landscape?:::
7:']s:theaite of:the proposed.action located:in;.or;does it adjoin,a state listed Critical.Environmgntal.Area? ...:..NO..: YES.
if Yes,identify;;
S. a:Will the proposed'action result in a substantial increase in traffic above present levels? : O ,.YES:
b.Are public transportation service(s)available at or near the site of the proposed action?
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action?
%Does the proposed'action meet or exceed the state energy code requirements? O;.`:;YES'
Iftheproposed action will exceed requirements;describe design feature
s and technologies:;
M. Will,-the proposed action connect to an exist'iing public/private water supply? 'NO' ; ;YES
If No,describe method for providing potablewater,
•
I l,:Will`the proposed action•cognect'to existing wastewater utilities? NO :;YES.. .
If No,describe method for providing wastewater treatment:
12..,a.Does the site contain a strucfure.that is listed on either t}ie State or:National Register of Histork 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 `" iVO.'. ':.. ES
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(*waterbody?
!f Yes,identify:the wetland or:Wateitody and extent of alterations in square feet or acres:
14: ntifyahe typi bitat types that o . nor likely.to be found on t roject site.Check all that apply;:,,
Shoreline .... Forest Agricuhurallgrasslands:; LJ Early:mid;successional
Wetland . []rban Suburban
1'S.Does the site of the proposed action contain'any species of animal;or associated habitats,listed NO:, ..,.YE
by the State or Federal government as threatened or endangered?
:16.Is the.project siteaocated in the I00'year flood plainT NO:. _:YES
17.Will the:proposed:action`createstorrri water:discharge;either from point or.non:=point sources?:: . : NO.. ..
If.Yes, .'.
a Will storm water.discharges flow to adjacent properties? O. ES
s.
.. .. ❑
b.'Will storm water discharges be directed to established conveyance systemsff an¢ m drains)?
If.Yes,briefly-describe: 0:... ES
Page.2 of 4
: A 8.Does the proposed.action mclude construotior,or other activities that resulf in the impoundment of.' NO VIES. ;
water or other liquids(e.g.retention pond,waste lagoon,'dam)?
`1f.Yes,explain purpose.arid size:;
:.:
Cl
19:Has the site of the:proposed action or an adjoining property been:th.e location of an active or closed
solid waste management facility?
If Yes,describe
20:1-19 the site ofthe prgposed action or an adjoining property been the subject of remediation(ongoing or NO YE$'
.completed)forhaa rdous•waste?
1f Yes,describe:
I AFEIIZM:THAT.,THE:IIVFOI2MATION.:PROVIDED�►BQVE IS TRIJ :AND ACCURATE T01 Hi ;BESTbF MY.
KNOWLEDGE
tl �Cl�
Applicant/sponsormme:. Date::
Signature .: ..
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe;;following
. :.questions in Part 2.using the information contained in Part.1and.other materials submitted by the project'sponsor or
otherwise available toahe reviewer. When answering the questions the rcviewer:should be guided.by the concept"Have my
responses beenreasonable considering.the scale and context of the proposed action?".
Moderate,
small. 10:1
arge
`impact.. impact, .
nay.... mBy.: .
:occur: occur
A. Will the proposed action create a material conflict with an adopted land use plan or zoningT. }�
re ulations?
2. Will the proposed action result in a change in.the use or:intensity of use of land?
3. Will the proposed action impairthe character or quality of the existing community? El
4. Will the proposed action have an impact on the environmental characteristics that.caused the
establishment of a Critical E6vironmental Area(CEA)? . `
5. Will the proposed action result in an adverse change in the existing level of traffic or
affect'existing infrastructure.for mass transit,biking or walkway? �1
6. Will the proposed action cause an increase in.the use of energy and it fails w incorporate,
Cl
reasonabl .:available one :.conservation or renewable en o rtunities?<
7. Will the proposed action impact'existing:
a.public 1 private water.supplies? ,_ '
b,,putilic:7 private wastewater Treatment utilities? :• ' El
8. Will the proposed action impair the characteror.quahty of important historic,:archaeological,
architectural or aesthetic.resources?... ;.. ,....; >. :.. . . .....:: ..
9.': Will the proposed action result in an adverse change to natural resources(e.g.,wetlands;
waterbodies,groundwater,air quality;flora and fauna)?. =
Page 3 of 4
Na,or. : Moderate
small,: to large
impact : ijnpact
may may.._
occur occur
i 0. Wiil.the proposed actitsn result in an increase.inthe.pcitentiat for erosion,flooding or drainage.
problems?
11. Will the proposed,action create.a hazard to enviroiimetitbl resources or human.health.?
Psi rt 3=Miternii nation of significance. The Lead Agency is responsible for the cottitpletion of Par!3. For every
question in Part 2 that was answered"moderate.to large mpslct may occur",or if there is a:need to.exolain why.a particular.
element of the proposed action mayor will not result in:a significant adverse environmental impact;please complete Part 3:
Part 3.should,in suffciant detail,identify the impact,including any measuires of.design elements th$t.have.been.included by
the project sponsor to.avoid.or reduce hiipacts...Part 3 should also explain hoiu'ttie l(Qi agency:determined.that the iinpaot
may or will not be significant.Each potential impact should be assessed considering its setting,probabilityof occurring;
duration,irreversibility,geographic scope and magnitude.:Also considertbe potential for short-term,long-term and
cumulative impacts.
GEeck this itox if you.have determined,based:oin the information`and analysis above;and:any:supporting,documentation, ;
that the proposed ,action may result in one or more poientiallylarge or signi$cant.aiiverse impacts and an ,
environmental impact statement,is required.
Check this box if you have.deiermined,based on the information and analysis above;and any supporting ddcUMmtation,
that the proposed action will not result in any significant adverse environmental impacts.
Town of Southold_Board of Trustees
ov w -
Name of 1 ear Agerioy.. Date
President,.:
Print:or Type Mame of Responsible:Offieer inCead.`.Agency. Title of Responsible(?fficer,..
Signature.of l7esponsible Officer iri Lead Agency Signature of Prepares(if different from`Responsible dfFicer)
RRIN:T... : Fake 4:of 4 „. . .
. .
Board of,Trus:tees Application
AFFIDAVIT...
i`'$EiNG:DULY SWORN . '
DEPOSES ND FFIRMS'THAT'HE/SHE S 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 TINS APPLICATION.
AND AS MAY BE APPROVED.BY THE SO.UTHOLD TOWN.BOARD OF TRUSTEES. .
THE.APPLICANT AGREES TO HOLD THE.TOWN.OF:SOt7THOLD AND THE
BOARD OF TRUSTEES HARMLESS.AND FREEFROM ANY.AND ALL:DAMAGES
AND.'CLAIMS ARISING UNDERSY VIRTUE.OF SAID�PERMIT(S);IV. .
GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE
TRUSTEES.,,THEIR AGENT(S).UR REPRESENTATWES;:IN.CLUDING.THE
CONSERVATIONADVISORY COUNCIL,TO,&-TER ONTO MYTROPERTYTO
INSPECT THE PREMISES IN CONJUNCTI,ON:WITB THIS AI'PLICATION,.'. . .: ., :. .
INCLUDING.A:FINAL:INSPECTION..::I.FU'RTHER AUTHORIZE:THE BOARD.OF'
TRUSTEES TO ENTER ONTO MY.P.ROPERTY AND AS REQUIRED:TO:INS1iJRE..
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT:ISSUED BY-THE BOARD.OF,TRUSTEES:DURING.THE TERM
OF THE PERMIT:
17
77
Signature of Pro erty Ovine Signature of Pro r#Y` wn
SWORN TO BEFOREME THIS. .. l y DAA OF
LORETTA IAMB;
Notary Public,State of New York
otary.Yl :P' lie ...., #011A6179883. .
Oualified in Suffolk.County
' Term Expires December 31,2022�?
APPLICANT/AGENT/REPRESEN2 ATIVE:.
TIM.NSACTIONAL;DISCLOSUI FiORM
T wn f -
rowde mfonnati n whi 1.c n att 3 ilit i ossible csletlli t_raetionic .
D'
! �:
YOURNAMEs:., �
n fi�sf oxine: fiddle initi 1:.
::(East ame, .i+t '�. ess:yoii are' :in:tlie name:'of.:
someone else'oi other entity,suck as acompany.:Ifso;indicate.tfie other;
poison's or.company's name):
NAME OF APPEICATION:: Check W.1that
( e0.10
Tag.grievance :Milding.
Variance TiiisEee
- :Change ofZpne:: :... : ;:Coastal Eiq�iori: :
Approval of plat: Mooring
Exem •o
Pn . p g
n:from P Iafioroffcial
.Oflier
If"Ottier"' natpethe:activi .
:. .. . .
Do1ou:persoueily(or th
roughyonrcom .. Pr Pad
PmY�spouse;sitiiin' oc.aluld)Iia+ a;nletionskipithcny:;af6ceoeniPtoree
oftlieTown'ofSoutlioad?;"Relationship'.' nctudesby:blood.m.. tn`Ifusuiess#tii sl"$tisin'essiiitexest"0=nsilai�sioePam
.. ,
• :•. including� ership;iituihichahe'.town.otfroremptoyceaas:evhn,a;Fartiai.4rviieiSh':afor:eps
m,which.the:.toym offrQa%or employee;OW more thon,5y oftlte shares:.:
YES „F-1 -
. If you answeted T S com fete the:balance ofthls foiai and date and'si nwiiere indicated::'' .. :
P. g
•Name ofpeisoh:employed by t ie:Town of Southold
Title:Orpositu)n of that person::
Describe the.telationship between yourself(the applicantlagen reptesei tative)and the town olliiceroreraployee:Eithercheck .
the:appmpdate.Hne'A..th!*"D)andlor desgribe_inthe space:provided:
The towp.ofiicer orera .toyed or.his,or:ked u ;sitilin ie o�child is check alI that
P s�
A . . : jr
heo:the.ownerofrthaf'3se : ...•
•1'Txal.,..::xtnck"o�the;!aRPlit�it;• :; ,.. ':
(when the:apO iOMt rs•a gp�potahon);:..
E th a al r
el o.beneficialownerofan interestin anon-co' `rnteenti 'whentli
).. g. Y . To. tY(. c.
- :� applkent is not'a.cotporation);.
C)'an ocer;diriector.;paarrei;.or.empkyceof.tlieappGcant;or
D)the actiial.applicant.. _
DESCRIPTION:OF REEAT ONSHIF•
S rhi
, r
tib rued f i '
tb s : daY
o 0
S) nature
8.. . ..
print Name :'.:.: .:. VE. ti�?�/fiwt/7"/�. : .
Town of Southold
.LWRP CONSISTENCY-ASWMb%NT-MRM
_k ::. INSTRUCTIONS,'.
I. All applicants:':for permits* including Town of:Southold.agencies;,:shall complete:this,CCAF'for
6. Prop.
actions:that are subject to the Town of Southold Waterfco�nt Consistency Review Law:, Tlris
assessment is.-intended'to supplement:other.:infotmation used by'i Town of Southoldagency in
making..a deten.ninat'ion.ot.consistency:.*Ex;*minor exempt.acuons including Building.Permits,
and other.minister.ial permits riaf located:.,i+iihin the Coastid Erosion.Haiard:grea.
2; Before.answering the questions in Section,C;the preparer of this.form:should.review rhe exempt minor action:list;policies and.explanations'of each policy contained in the Town'of Southold Local
Waterfront:Revitalization Pro tion.
its'sig;:t�cs3it
•
. . . . &�•: P. I� � �.i�� 6iiated
beneficial,and:adverse•effects::upori.the::coastaiarea. wl�ichincludes:atl>of'S� th
. n IdTownl
If'any question:m. ection.0 on tbis.forin.is:answerw yes"or::"no", then the proposed action will
affect the achievement of the LWRP policy, standards and conditions.contained in the:consistency,'
review law. ::Ttius'`eacl�i;>ans4vex.:must:'be::'e" laiae .iri:de :.lis ' 6oth.su" : rtin ':arid non-.
sunvortingyfacts 'If an action cannot be certified as consistent with the LWRP.policy.standIII. :and
nditions;its1a11Abe:igtlerken:
A copy of the LWR-P is,available.in the following places:.online.at the:Town of Souihold's
vyebsite.(southoldtowrl.northfork.net),the.Board.of:Trustees'.Omce ;the:PlaiiningDepartment;all;
local libraries and the Town Clerk's.office:
B.: DESCRIPTiON.OF,:STI'E AND PROPOSED:ACTIQN
oc7
SCTM#.,:: ! .03
PROJECT NAME i U. �/h/ hi'd:ylr _ - ICS�'a✓�
�
: The Application has:been,suhinitted:to.(clock appropriate response):
T d:
To' Bard
o P
Bo. .ara
iannin� ildia e
D 't: Bard
�: ❑ u �0. o offruistees.:
1: Category of Town of Southold agency:action(check appropriafe_iesponse): .
(a) Action underteken;directly.byTownagency(e.g..capital .
const�cfiori,:plannmg acdvity,:agency.regulation,land transaction) :: nn
(b). Finanoial:assistance(e.g.grant,. pan,subsidy)
Vic): PerMi%approval;license;certification: ;
Nature'and extent of actio
✓ o. .... z>t4_ a . C'jtiS
Inxo
f C /Se• 1^
Location of action: 30 5
Site acreage:
Present land use:
Present zoning classification:
'
2.. If.an applicafion:for the proposed action has been filed with the Tovvn.of Southold agency,the.follovring
information shall be provided:
(a).Naineof.. iFlicarit;:. ✓er
(b)':Mailing address^.. . . 163
>,
(c),..Telephone ni=ber:
WilTfihe action be directly undertaken,require funding,or approval by a state-or federal agency?'
Yes .0ffe w _ ..
Q No y s,. loch state or federal.agency?
C. 'Evaluate the:project to the:following:policies by'analyzitig how:tbe:praject.will further support
not support the policies: Provide.all.proposed Best lt�ianagement'Practicea that will further each.policy:
Incomplete answers'willrequire thafthe.form be:returned for completion.::.
DEVELOPIEO..ASlw Po"
. Policy 1::,Foster a pattern of development in the Town of Southold that enhances.community character;:;
preserves open spacc,'.makes efficient.use of iufrastructure, makes.beneficial,:use of:a.coa'tal lacation;.and:.
minimizes adverse effects of development...See.'LWR,P,Section III Policies.,.Page 2 for evaluation
criteria.:'. .'
OYes , No
Not Applicable. . ..
�..
.... . .. . . .
Attach additional sheets if accessary .
Policy 2. Protect and preserve historic and archaeological resources 'of the, Town of Southold:,-See
LW",Section 1l:-Policies Pages 3 through b for evaluation criteria
Yes No '-Not A `c
ppli able
AttacheM hOiW sheets ifnecessary
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
Yea Not'APplicable
AttaC ad It1DIf$]sheets if 116Cessmy
NATURAL COAST POLICIES
Policy 4.. Mininnize loss of life,..structures, and.natural.resources.from flooding and erosion.:See;LWIt '.
Secrtiot n III—.Policies Pages 8 through'16 for evaluation:criteria
is LJYes No ,. Not Applicable.
4t 4-
Attach addlttonal sheets`tf'neressary. ..`". ., ." ""...
Policy,5;. Protect and.improve water_quality aad supply in the Town.of Southold.See LWRP.Section I11
—PoWes Pages 16 through 21 for evaluation criteria
FlYes::O No of Applicable.:
Attach ad tional s sets If necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosysteips including
Significant.Coastal Fish-and Wildlife Habitats:and*.etlands:. 'See LWRP Section'M Policies;'-Pages 22
through 32 for evaluation criteria
Yes::: o Not Applicable..
Attach-gdditional sheets.ifnecessary
Policy.7: :Protect and'improve.air. quality-in:the Town of Southold: See LWRP:Section'III:—Policies
Pages 32 through.34,for.eva1uati6n criteria:
Yes : No Not Applicable.
Attach additional sheets ifriecessary
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 evaluatiolp criteria.
D
Yes. �Io Not A licable.
. PP
PUBLIC COAST POLICIES
Policy 9. Provide for:-public;access to, and re ,creatiounluse.of, coastal waters, public lands, and public
resourcesof.the.Town.of Southold. See.LNM. Section 111,+,7 Policies;Pages $trouh.46,for:
:crnniteria:>..
Ye� No Not Applicable
. ..........:..
Attach:additional slieets:if.necessary
WORKING COAST POLICIES
Policy 14:
Protect:Southold's.water:dependent uses.and promote siting of new.water;dependenf.uses.in
suitable locations:..See:LWRP Section�°--Policies. Pages X47 through.56:for.evaluation:criteria.
Yes. .:No. Nat Applicable,.
.77777
6.
;Attach:additional,sheets.if necess
sry
PoDicy al: Promote.suataina6ie:use of.Hying marine,resourees:-in:Long Island:Soundithe Peconic
Musky and Town:.waters. See LWRP Section III=Policies; Pages 57 through.'62 for evaluation eiateria:.';
YeY11681-1No Not A 6 ble:
pp ca , .
777
A4iaeh,additional'sheets if necessary
gncultural.lands�in the.Town:of Southold..See LWRP:Section III Policies,.Pa es
P®6cy 12. Protect.:a g
:62.:througli 65,for.'e ►aluation criteria.
ElYes (' A' b
0 N v Not o ppGca le'
Attach_additiona!aheets ifnecessery
Policy 13., .Promote'approprfate use and.,development of.energy,and mineral:resources:.;See,:LWRP...
Section-III=Poticies;'.Pages.65 through 68 for:evaluation criteria.
Y
es MNo N
otAti b -
nn ca le
:LJ
P
P
l
� 3.
PREPARED BY V� j a
(�—J�?�5w, ............. . TITL �DATE