HomeMy WebLinkAbout1000-63.-1-4 & 5 SCDHS REF No. R-211150
APPROVAL DATE 711212021
HOUSE SLATE OR OTHER HEAVY DUTY AND
F.F. EL. 36.5' SUITALE COVER LOCKING CAST IRON
OPPEP END PLUG COVERS TO GRADE. FW?SkrD CRADC
FINISHED Gf'tDE SURVEY SHOWING
I I I'V MASONARY OOWNEY
3 SUN, r WAX
12 PROPOSED SUBDIVISION OF
CLEAN OUT
30.7' es INC,
31.2 J1 117"DOPERTY
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COVER OR P-00 SUML LEAMNG POOL 1000-63-01-4 & 5
SCALE: 1'--30
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OPOUND WATER DEC 3 12025 SEPTEMBER 2, 2025
SE PEE SOUTHOLD TOWN NOVEMBER 6, 2025
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SHALL BE PROWDO WTH A TRAFFIC
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NOTE. NO WATER ENCOUNTERED RR, MOM. FRO!"05150 HOU5E: - 1107 5QFT.
ION 007 X I X 0.17 - 186 CU.FT.
RR. MOON. 188142.2 - 4.15 VF
rRovincE (2) oRy WEL.1-5 0 X 3' DEEP
KEY OR EQUAL
• - REBAR DRY WELLS CONNECTED TO HOU51E
WITH 6UTTER5 + LEA0ERS
Or KELL
A STAKE
TEST HOLE
PIPE
10 MONUMENT
# KnAND FLAG
U77LITY POLE
1000-63-01-04 05 COMBINED AREA= 1A157 SO. FT.
1000-63-01-04 AREA= 4109 SO. FT.
1000-63-01-05 AREA— 9,048 SO. FT.
ELEVATIONS REFERENCED TO NA VD 68kw
I am larnftr with the STANDARDS FOR APPROVAL AND CONSMUC77ON OF' SUBSURFACE
SEWAGE DISPOSAL SYSIFUS FOR SINGLE FAMILY RESIDENCES and wAt 'abide by the roneltIons
set forth th"In end on the permit to construct, The locartlon of wefts and cesspools shown
hereon ore from r7old obserwtIons and or from data obtained from others.
THE LOCA77ONS OF WELLS' AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 0B-cXRV477ONS N.Y.S. UC. NO. 49618
HERS N.YS. LIC. NO. 051132-01
AND OR FROM DATA OBTAINED FROM 07 7HERErORE THEIR LOCA77ONS AND OR EVS7rNCE'
IS NOT GUARANTEED. PEC0,11 OOD CER77RCATE SOLU77ONS
ANY ALTERA770N OR ADD1770M TO THIS SURVEY IS A WOLA770M Or SEC770M 7209 OF 7HE NEW (631) 7UZ020, (631) 989-9174
YORK STATE' CDUCA77ON LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL EM011. pecoricksogm0q.com
CER17nCA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF* ONLY IF SAID MAP OR peconicsurveyiOoptonline.ret
COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON P.O. Box 909 21-006
SOUTHOLD, N.Y 11971
GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS
14a. Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. ace PLUMBING FIXTURE TRAP SIZE n comb
ustible construction where there is usable space both above and below the concealed s
as adopted by Newyork State May 12,2020„ p P USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE
Additional Coda Compliance: of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does MINIMUM LOAD LOAD
2020 Energy Conservation Construction Codie of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately inches Uninhabitable attics without storage 10 NUMBER AND TYP
2020 Building Code of New York State;Plumlbing code;Fire code;Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: DESCRIPTION SPACING AND
Fuel gas coda;Existing building code;Propenty maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION
ALL CODES shall supercede the drawings amd shall be Incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments) 1-1/2
drawings WHETHER they are indicated on the Plans or NOT, ITEM ROOF FRAMING
Habitable attics&attics served with fixed stair 30 10
15. No backfill shall be placed against the foundation walls Bidet 1-14 a-Sd BOX (2-1/2")OR
Additions,Alterations&Renovations:shall conform with Appendix J until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOE(NAIL
2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 4-8d BOX (2-1/2")OR
16. Double joists under parallel partitions and under whirlpool tubs. 40 20 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON EACH JOIST,TOE NAIL3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. FIOOr drain Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (W)OR
3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3 1/2" FACE NAIL
dimensions,existing or new and be responsible for field fit. Kitchen sink (one or two traps, VWith or ( - )
17. Metal flashingshall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL
and were decks abut house framin without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL
4. The mechanical systems,electrical systems„plumbing systems and solar energy systems, p )
shall be Installed in accordance under latest State approved Building Codes. g' - passenger vehicle garages 50 COLLAR TIES 4-10d BOX (W) OR
Laundry tub (one or more complartments) 5 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH IRAFTER
All systems are to be designed,Installed,&specified by the general contractors; HVAC, _
electrical or plumbing sub-contractors. 18. Install joist hangers at all flush structural load bearing conditions. LavatoryRoams other than sleeping rooms 40 10
Electrical certificates are to be provided the electrical contractor. Shower based On the total flow, rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the ( g Sleeping rooms 30 10 a-1od Box 1 TOE NAILS ON OPPOSITE SIDE
showerheads and bod s ra s OF EACH RAFTER OR TRUSS
5. All New Footings shall bear on virgin,undisturbed soil with an assumed bearing capacity _ floor area of that room,and the minimum operable area to the outdoors shall be 4 percent of y p y )
Stairs 40 20 4-16d OR
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate:
be the responsibility of the general contractor to verify the depth of all existing footings Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL
5.7 m and less 1-1/2 20 zo
disturbed by construction. gp
20. All window and door headers to be 2-2x10 unless noted otherwise. 3-16d Box OR
TABLE R401.4.1 subscript b:Where the building official determines that in-place soils More than 5.7 gpm up to 12.3 glpm 2 2-16d COMMON END NAIL
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 21. Vent dryers to exterior as per Section ll More than 12.3 gpm up to 25.8 cgpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING
the allowable bearing capacity shall be determined by a soils investigation. Vent range hoods as per Section M1503 More than 25.8 gpm up to 55.6 cgpm 4 STRUCTURAL MEMBERS DEFLECTION
Bathrooms/mechanical ventilation as per Section M1507 16d COMMON
6. Cast-in-place concrete shall be air entrained!;5%<7%total air content by volume and have Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX
INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL
garage slabs and steps shall be 3500 psi, u411 work shall be in accordance with chapter 4. and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Interior walls and partitions H/180 16d COMMON
All Concrete shall conform to the latest ACI;standards. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES
basement and cellars and not less than 3 feet from the bathroom door containing a Floors U360 W
R404.1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.11 s") TOE NAIL
bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, OR 4-8d COMMON
Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal DWELLING-GARAGE SEPARATION All other structural memebers L/240
reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement WHEN EVER an alteration,addition,or conversion is made to an Existing Residence, 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL z
shall be provided in accordance with Table R2404.1.2(8) the smoke detection system of the ENTIRE residence must be brought up to code, SEPARATION MATERIAL Exterior walls with stucco finish H/360 Q
hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END W O
R404.1.3,3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with NOT LESS TTHAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH
FROM THE RESIDENCE AND ATTICS 0 E
the requirements of ASTM A 615,A 706 or A,996. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALEVIT TO THE GARAGE SIDE EACH SIDE OF END JOINT)
Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area - Exterior walls-wind loads/flexible finishes L/140 L)
P P 9 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL
required reinforcement shall be in accordan,ce with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS 1THAN 5/8 INCH TYPE X GYPSUM 14 p
in the immediate vicinity of the bedrooms. combination carbon monoxide OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 1z"O.C. FACE NAIL W
R404.1.2(9). and smoke alarms shall be permitted in lieu of carbon monoxide alarms. BOARD L=span length,H=span height W > o
STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL fy z co
R404.1.3.3.7.2.; Lccation of Reinforcement:: vertical reinforcement in basement walls USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THHAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL ��++
Y-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall TABLE R802.5.2 U) a
shall be located to provide a maximum coveir of 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. NOT LESS TTHAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 0 >_ Q in
GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON :3
APPLIED TOE THE INTERIOR SIDE OF 7
R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildin s shall be braced in accordance with DWELLING UNIT ON THE SAME LOT z
Based on Table R404.1.2(1)- (includes basement entrances and window wells) g EXTERIOR MALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-1od BOX RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL +-�
Less than 8 foot W,311 Height:one#4 bar writhin 12 inches of the top of section R602.10.4.2 Continuous sheathing method. SLOPE SPACING 2-16d COMMON z 0
End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN
wall and One#4 bar near mid-height of walll. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 3-8d BOX 0
Greater than 8 foot Wall Height:One#4 bar within 12 inches of the to of to Figure R602.10.7. Braced wall panel connections 18 i" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL
g P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYP SUM BOARD SHEATHING. !!^^ CL
wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 12 FT 20 FT 28 FT 36 FT v, 4)
RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O >_
R404.1.3.3.7.3 Wall Openings:Vertical wall(reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS L
that is interrupted by wall openings shall have additional vertical reinforcement of the same size provided to transmit the applicable uplift forces in section R80211.1 from the JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL r O p,
placed within 12 inches of each side of the opening. roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 21 3-8d COMMON
R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON
pp p p 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4.12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL
In the forms with tie wire or other bar support:system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris prcotection
placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance With ASTM D 7158 and classified
P P g Fastening Schedule for wood structural Ipanels 5:12 16"O.C. 3 6 s 8 BLOCKING TO JOIST 2-10d BOX .s
cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. 23 z-fid COMMON EACH END „ y
exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or °•° o'E
for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with aminimum- Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 4-16d BOX TOE NAIL c t aa) m t o n°t
„, 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON -..-- E L y v o--
earth or weather,and for concrete cast in stagy-in-place forms,minimum cover shall be 314 inch. 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or o,g
The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 9: 12 16 O.C. 3 4 4 5 0 5 o
P Y P equal to 4 feet equal to 6 feett equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 0.5 a -°o o
but not less than 4 per strip. " 3 3 4 4 4-10d BOX m $ CD
CD o, t,w 8,.2 `o
7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 12-12 12 16 O.C. `'d o c c a, 5--
Framing lumber shall be DOUG Fir Larch#2 or better, E=1,600,000 NO 8 Wood Screw 4-10d BOX m 0 w -a ,--
Min. Fb for dimensional lumber=850 psi. 27. Flame Spread Index: R302.9 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST
based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON C Mt y e ; 0 aY `o
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. wall and ceiling finishes shall have a flame spread index 5 200 on center on center on center ;r N o °3 s �, 9 o ` 3
Includingbut no limited to:Deck Framing, Pcosts,Headers, Girders&Ledgers. Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM c w
g g P < len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o° c°1 06 o °c ii � Z w
&attics shall have a flame spread index:5 25 g CONNECTION SHALL BE INCREASED AS FOLLOWS: ` N a
8. ALL EXTERIOR LUMBER Shall be ACQ re4luiring the following: c•`_ r �;o= o
a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Smoke-develo Smoke-developed Index: R302.10 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL a� (6 w 2 o `0 3 u o
P HEEL JOINT FACTOR 3-16d COMMON v o Q 15...L c m
or stainless steel. wall and ceiling finishes having a smoke-developed index 5 450 based anchor with 16 inches 12 inches 9 inches H C / H r o c= 0 _0 m o� �„
b.) Use Copper flashing Only against ACQ)Lumber Sill Plates Insulation material vapor retarders within roof,floor,wall, ceiling assemblies z-1od BOX(3") OR t 2 2 � s= E � � o a
p 9 2 inch embedment On center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL N ` co a m en
c.) All Structural connectors i.e.Simpson sttrong-Tfe or USP,etc on center 1 / 3 1.5 2 8d COMMON(2-1/2P) a '�c r y v =U c
shall be Hot Di ed Galvanized or Staiinless Steel. &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 len ht C0 N a y `r °
pp 9ca
28. SWIMMING POOLS. Shall conform to Section R326 1 / 4 1.33 WOOD STRUCTURAL PANELS SUBFLOOR - c n E a m o m c
, 1- 0wm � FL- mEaroo
1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND
29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-fowt mean roof height.
1 / 6 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING
9. All Engineered Wood Products such as"Trrus Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF SPACING OF FASTENERS
round access areas, panels shall not be located less than 18"from a vale b.Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP
installed in accordance with the manufactturers latest installation details, 9 P Y BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING
Framingconnectors,Allowable Hole diagrams,specifications,etc. Fasteners shall be located a minimum of 1 Inch from the edge of the paane►. PANEL EDGES SUPPORTS GABLE END WALL FRAMING
9 P TABLE 802.11
"Micro-Lam"Design Stress: IE=1.9, Fb=2,600 psi,Fv=285 psi A permanent certificate indicating the"solar-ready zone"and other requirements of c.Anchors shall penetrate through the exterior wall covering with an emabedment length of RAFTER UPLIFT CONNECTION FROM WIND „- 6d COMMON(SUBFLOOR,WALL) „
"Parallam PSL Design Stress: E=2.0,Fb=2,900 psi, Fv=290 psi this section shall be posted near the electrical panel or water heater b the builder. 30 3/8 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6
Fb=3000 psi,Fv=300 psi P P y not less than 2 inches into the building frame. Fasteners shall be locatted not less than
"Anthony Power Beams Design Stress; E=2.1, p p 2-1/2 inches from the edge of concret block or concrete.
RAFTER ROOF EXPOSURE C „ „ 8d COMMON 6" SEE NOTE A 6"
The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32 -1
10. R310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, d.Where screws are attached to mason or mason /stucco,the shaall be attached SPACING SPAN
for future solar electric installation and labeled"for future solar electric". masonry masonry/stucco, Y ULTIMATE WIND SPEED
each sleeping rooms in basement,habitalble attics, and every sleeping room (FEET)
using vibration-resistant anchors having a minimum ultimate withdrawa3l capacity of 1 500 pounds. „ „
shall have at least ONE operable emergency escape opening as follows: 130 140 32 1-1/8 -1-1/4 10d COMMON NAILS 6" 12" o
Sill height of not more than 44 Inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 � ���� �
Exterior glazing in buildings located in Wood-Borne debris regions shoal/ ROOF PITCH ROOF PITCH
A. Minimum net clear opening of 5.7 squaire feet. 1/2"STRUCTURAL CELLULOSIC
6-
Except grade floor openings shall have a minimum net clear Glazed
protected from wind borne debris. <5:12 2 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3"
931. NEW Construction/Additions&Alterations: Glazed opening protection shall meet the Large Mfssle test ASTfM E 1996 DEC 3 1 2025
opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC
B. Minimum net clear opening height shallf be 24 inches. in detail the design, calculations, drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shaall meet 16"O.C. 12 214 201 263 247 34 FIBERBOARD SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" SOUTHOG TOWN
C. Minimum net clear opening width shall be 20". PLANNING BOARD
D. emergency escape and rescue openincgs shall be operational air conditioning,ventilation. heating systems(new, existing or upgraded) ANSI/DASMA 115. Areas within hurricane prone regions:
from the inside of the room without usea of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ultimatte design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7"
wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL 7" 7"
WHERE Basement contain more than one:or more sleeping rooms, (2). In areas where the ultimate wind design speed is 140 MPHI or greater. 16"O.C. 24 340 318 422 396
an emergency escape opening shall be prcovided for EACH sleeping room.
Emergancy escape and rescue opening shall open directly to the outside 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS
+- 6" DIAMETER -►I A. EXCEPTION: TABLE R602.3 3
I Wood Structural panels with a minimum of thickness of 7/16 Inch sand a maximum span TO RESIST WIND PRESSURES ( )
EXCEPTION: Grade floor or BELOW grade flotor openings shall have of 8 feet shall be permitted for opening protection.Panels shall bee precut&predrilled to 16"O.C. 32 427 398 529 496
a net clear opening of not less Ithan 5 square feet. cover the glazed openings with attachment hardware provided in tthe table below. MIN.WOOD WALL NAIL SPACING
16"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD STUD
Label all panels and store in a clean dry area of the house. STRUCTURAL PANEL
11. STAIR HANDRAIL:R311.7.8 Provide Hancdrail on at least one side of each ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL
continuous run of treads or flight with FOUR OR MORE RISERS. "1", " ", " . " " " Attachments shall be provided in accordance with the table as folllows: THICKNESS SPACING EDGES FIELD
I , II III" IV" OR V 16 O.C. 42 535 499 664 622 PANEL SPAN RATING
Handrail Height measured above stair tread nosing,shall not be less than F-
34 inches and not:more than 38inches. All Handrails shall be continuous 16"O.C.I 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 2410 7/16"OR 1/2" 16" O.C. 6" 12"
the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") CV Z
to a point directly above the lowest riser of the flight.Handrails adjacent to PANTONE#187 CD N
a wall shall have a space of not be less than 1-1/2 inches between the wall Sd P (25MX 0131 MON )AIL 1.75 INCH 24116 7/16"OR 1/2" 16" O.C. 6" 12" O Q
and the handrail,see code for exceptions. Refer to Code for grip size specifications. cl
DESIGN CRIITERIA TABLE 507.9.1.3(1) N w
12. GUARDS:R312 Porches,balconies or raf:sed floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W J
above the floor or grade below shall have is railing not less than 36 Inches REFLECTIVE Winds eel: 140 Z W <
In height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD p JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS -� U)
NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed NO Of stories: 2 CONNECTION SU O APPLICATION SIZE OF NAILS
by the riser,tread and bottom rail of the guiard rail at the open side of a stairway „ DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS ORIENTATION TO MEMBERS S TO WOOD FRAMING
are permitted to be of such a size that a 6 inch sphere cannot pass through. 7/16 min. structural plywood Mean Roof Hti: 30 ft FRAMING SPACING NAILS SCREWS
1/2"DIA.LAG SCREW
Open sides of stairs with a total rise of more than 30 inches above the floor or .�, �- Panel Attached to Roof pitch: per plan " 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS
&1/2 MAX.SHEATHING "
grade below shall have guards not less thian 34 inches in height measured 1/2
vertically from the nosing of the treads. DESIGNATION FOR STRUCTURAL �� Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. g" 16"
COMPONENTS THATARE OF 1/2 1/2"DIA.THRU BOLT
13. WINDOW FALL PROTECTION: Were the:top of the sill of an operable window TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12"
STROKE &1/2"MAX.SHEATHING 5/8 WALL 6d COOLER NAILS Tv�
bid aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7" 12"
opening is located LESS than 24 inches above the finished floor and GREATER "F" FLOOR FRAMING INCLUDING of the residential code g p
than 72 inches above the finished grade or other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Sched;: Table R602.3(1) 2'l"TO 14'141'l"TO 16' 16'1"TO 18' TYPE"x" AT 1-7i6"LONG tad COATED NAILS OR T
„ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT'DRYWALLSCREWS. v
of the building,the window must be provided with a window opening control device 5/8 PERPENDICULAR SCREWS SHALL COMPLY WITH
that compiles with R312.2,2 Window Opcening Control Devices. "R" ROOF FRAMING 112"DIA.LAG SCREW BENEATH M..f
IRC SECTION R702.3.5.1
&1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS
14. FIREBLOCKING AND DRAFTSTOPPING:: Fireblocking shall be installed in "FR" FLOOR AND ROOF FRAMING
accordance with R302.11 thru R302.11.2 sand Draftste in shall be WINDOW UNIT 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"c.c.
pp g UNDER SECTION 602 OF THE BCNYS &1/2"MAX. SHEATHING 24" 21" 19"
installed per R302.12 thru R302,12.1 Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall Ibe spaced 6"o,c.for W
Fireblocking materials R302.11.1 shall be as follows: TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing.
C1
1. Two-inch nominal lumber LAG SCREWS SHALL BE STAGGERED PER R507,2.1(1) _ P-1
2. 1/2"gypsum board
NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD V �
3. Batts or blankets of mineral or fibergl las shall be permitted for compliance dl d d i woo placard id shall h prove engineered
sa
with the 10 foot horizontal fireblockingl in walls constructed using parallel Applicant �.T.�
rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. Z Gv
- 4. cellulose insulation installed and tested In accordance with ASTM E 119 or PLYWOOD STORM PANEL H v t
UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL ►� > M Ua
Pre-Engineered Wood Construction And/or Timber Construction ,.. cn o
for new dwelling and/or any addition, alteration W ^d
TABLE R401.4.1 PRESUMPTIVE LOAD-BBEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel U -d oo ,� Q
OF FOUNDATION MATfERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements.
of the structure for field inspection
CLASS OF MATERIAL LOAD-BEARING PRESSURE - -
Crystalline bedrock 12,000 psf
Sedimentary and foliated rock 4,000 psi
Sandy gravel and/or gravel(GW and GP) 3,00o psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) IN
'ar cD`"�Sand, U -
silty sand,clayey sand,silty gravel sand clayey gravel
(SW,SP,SM, SC, GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM
Clay,sandy clay,-silty clay,clayey silt,silt amd sandy silt I Q
(CL,ML,MH and CH) 1,500 psf ° SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN
GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL I
SNOW WIND DESIGN WEATHERING LINE TERMITE
a.When soil tests are required by Section FR401.4, (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP ,>a.
LOAD DEPTH f. r
the allowable bearing capacities of the soil;shall be part of the recommendations. ZONE �,0� pf 10
b.Where In-place soils with an allowable Nearing capacity of less than 1,500 psf 20 LBS 140 P NO NO NOM B SEVERE 3'-0" TO HEAVY MODERATE
11 YES NO 1500 or less 52.1 `°b OF NE`I°
are likely to be present at the site, the allowitable bearing capacity shall be
determined by a soils investigation. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table.
O.[NY]The ground snow loads to be used In determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.
Sites at elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS
R Basic wind speed for risk catagory II from ASCE 7-17 Figure 26.5-1 B
I
i
Outside Elevation Extent of header(two braced wall segments)
Extent of header(one braced wall segment) i
Side Elevation
TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS
TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASTED ON WIND SPEED L °
c= rn
d�S o
fasten king stud to header with
f CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x 11-1/4"net header Header ° ° ° ° ° / 6-16d sinker nails
•_ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shalt occur at top of well
21-L = — 2. n�` - —�'� �- - — ." PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG ° ° ° °° ° °
OIN EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° ° fasten top plate t i header with
° Header shall be Top plate continuity is o two rows of 16d sinker nails @ 3"o.c.
•I I.1 I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2
1 VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with
Braced wall line \
6-16d sinker nails ° \Minimum 40001b header-to-jack-stud
(. continuously sheated
.I hI hf M'ETHODCS-WSP: s ° y with 1/2"wood °
x ° Fasten sheathing to header with 8d common nails in 3 In.grid strap on both side of opening
structural panels °
•I I'I �� A PER TABLE R602.3(3) o w ° pattern as shown and 3 in.o.c.in all framing(studs and sills) ° opposite side of sheathing
E XTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS ,
8d @ 6"O.C.ALONG Lro Minimum 40001b header-to-ack-stud strap
WIITH Sd COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° a� ° i P
•! (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6 O.C.ALONG ° °
A"f 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL ;g o ° sheathing athinglde of opening opposite side of
r, � Panel spline edges shall occur over
•f o s ° ° and be nailed to common blacking
IN FIELD BRACED WALL PANEL D' °° Min.Double 2x4 framin covered with minimum within the middle 24"of the portal
I• BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL ro s , ° ° ° ° °i il2"thick wood structural panel sheathing leg height.. One row of W o.c.nailing
BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL X ° Is required in each panel edge.
� ° !, with 8d common nails @ 3"o.c.in all framing q P 9
2 I' SMALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG M OC ALONG
° I (studs blocking and sills)typical if needed
ICI 3-16d @ 16" I °
01 I 1� WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH !°
W I'I I'i 1• BLOCKING MEMEBER ° ! 2 to 18'(finished width)
WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL Min Double 2x4 or
jo Min.length 16" 2x6 King&Jack stud 1/2"min. thickness wood structural
! per Table R602.10.5 panel sheathing
_ .! I,I ► + TABLE R602.3(1)FOR EXTERIOR WALL Min double 2 x post
_ _ _ ,1-1. �_ J' SHEATHING
_ • _ _ _ �. CONTINUOUS RIM OR CONTINUOUS RIM OR
� FEND JOIST No.of jack studs per °
VIERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° ! Min.(2)2x4 typ• Table R602,7(1&2) °
OVER AND BE FASTENED TO COMMON STUDS.
Min.(2) 1/2"Diameter anchors installeder section R403.1,6
HORIZONTAL PANEL JOINTS IN BRACED N 2-16d NAILS EACH SIDE p
WAALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washerC14 I # W
INTERIOR 1,1 1; AIND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING
SPACING THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING
NAILING CONTINUOUS ALONG LENGTH
I I I I I I' AIGAINSTTHE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING
.I I•I +�+ I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ W Q
16"O.C.ALONG
BRACED WALL PANEL
•I I•I I'1 I 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 [] E
0
:I ► I I I I. FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to U
•I I•I I•I I- MAILING EDGE W a
'I I I 1 I I• SPACING -6" Band or Rim joist with , nail sole plat Attach Sheathing nail sole plate W Q Z -C
BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN) BD common !° to joist per Band or Rim joistwi ,a to joist perco
- - - - • - - - - ENT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an �'
PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. 8D common nials °° ° nailing sched. U) Q 0
PANEL JOINT FRAMING Bottom at 3 o.c.Top and Rim Joist Q
FRAMING °° '° ° Bottom ° ° >° ° Cl)
FASTENING REQUIREMENTS FOR Rim Joist '',pgerPlans d rWn z �J
° ° ° ° ° ° ° ° ° ° ° Hod wnBs per olts plansW O V
BRACED WALL PANEL AS PER z m
2 o
1 TABLE R�602.3. 3 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 '-
U) a
CEILING R O Cn
N
L
O)
FLOOR JOUSTCL
DIRECTION Simpson 1-1/4" galy. x 20 gage 0-H2A Stud
coil strap with
common
ENDWALL—► ENDWALL Connector o Rafter Were the distance is SIMPSON H2A nails in each end ateach rafter. �, In
FLOOR AND CEILING JOISTS between 9-1/4"to 15-1/4" at each Rafter. With E
DIMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR rovide blocking @ //5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter °° o E �,
AF Strapping l )
JOISTS-SEE PLANS braced wall panels „ „ PROVIDE@STRUCTURAL RIDGES o+ � °' o a
A at Openings �, (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field .__ w E � L
++ Simpson L-50 on each side off rafter a)o z _ 0_ °
Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing 6,._- o y
BLOCKING shall have Solid Blocking 5 o c c c m a� o .
plywood g Schedule Dwg-1 y 8 y �, g °L o
TYPICAL @all Plywood Joints `�°� o ° m IS,P W.
�o °
w sw
AT 48"OC a u ° 02
m ""
2 o._
2-BAYS IN SIMPSON H2A c +�
" • • o:52o3 Lc'E-3: 0
BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4 x 20 Gage Metal Coil . i -� o'�o o °r � �, 0 m
rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails 1 y y 0,a�, - 2 N
plate with 8d nails @ 6 D.C. (2)8d x 1-1/2 nails in plate • s a E =, W_0=- €
SECTION A-A " in each end. catch jack studs ° . °
along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks � �� o � �o� ° o 0
Corner Holdowns tea; c w m vi Refer to plans p Less than s +n E ` m o
panel.
._ c a
door Header. ° ° E� _ E 2
END WALL BLOCKING DETAIL for locations N Typical each side and ALL Gable End Wall •z a o
if required t- or Equal m a E m a12
FOR FLOOR AND CEILING BRACING windows and doors. s ° c 2 o
RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS to 12 c w co cr
0.
NTS 602.10.8.2 (1) NTS
RAFTER-TO-STUD CONNECTOR & COLLAR TIE OR RIDGE STRAP TO RAFTERS R802.4.6
Sill Strapping
FOR 3 SECOND WIND GUST SPEEDS GREATER1rHAN 130 MPH see details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS,
BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE
EDGES PERPENDICULAR TO FLOOR FRAMING NAEMBERS TYPICAL ELEVATION NTS AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1).
IN THE FIRST TWO BAYS OF FRAMING AND SHALLL BE SPACED AT COLLAR TIES SHALL BE NOT LESS THAN 2 INCH BY 4 INCHES
AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING NOMINAL,SPACED NOT MORE THAN 4 FEET ON CENTER.
PER NAILING SCHEDULE. RIDGE STRAPS IN ACCORDANCE WITH
4
WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES.
THE GABLE END WALL.DIAPHRAGM BLOCKING IIS NOT REQUIRED.
CONTINUOUS FLASHING m
EXTENDED 2X RT LEDGER; MUST BE ONE GREATER THAN DECK JOIST AND SIZE M K�LM OWL;P
PAST JOIST HANGER ,
NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC o CUT
ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED DEC 3 12025
Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH
PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12++ 11�AIn SOUTHOLD TOWN
see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR PLANNING BOARD
TIMBER TECH- ! ! TIMBER TECH- ! ! _RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL OUTER THIRD
"WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band Joist. SIMPSON ABU POST
COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POS TO CONCRETE BRACKET
OF SPAN ONLY
ATTACHED PER ATTACHED PER GALV.DECK HANGER CLEAR
SIDE COVER 2"MINIMUM NOTCH GREATER
MANUF.SPECIFICATIO I I MANUF.SPECIFICAlrlO I I SIMPSON LUS26 @ 2X6 THAN 50
4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTfS (PERCENT)OF S
THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE
CONNECTOR SCREW METAL TIE FASTENED ACROSS AND
I I 1/2"DIA/GALV BOLTS W/ — 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE Use 1-1/4" Metal
ADHESIVE ANCHORS:HIGH-STRENGTH UJ
_ 2"MIN, o LOCK WASHERS. N WITH TABLE R507.2 NOTCH WITH 8-1 OD NAILS EACH SIDE Coil Strap 2 ►-
EPDXYANCHORINGADHESIVE FOR', p 0 Gage
�1/2"MIN. 2 X JOIST SIMPSON DTT1Z W/(6)1/4"x 6"SD SCREWS USE WITH THREADED ROD-OR USE: Q i ' ' ' 12" Min (5) 8d common nails N z
MAX. , ,0 2x RIM JOIST ATTACHED W/ " ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON
2"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. e. in EACH END at N Q
AND TWO WITHIN 24"OF EACH END OF DECK 6 MAX, EACH Stud. ai
2-1l2"DI R507.6.2 SIMP50N H2.5 AT EA.JOIST ++• OR M 14"DIA.CAST-IN-PLACE IPE 2"MIN. 8d @ 6" oc Along 04 ui W
3 . CONCRETE FOOTING, DOWN W J
THRU BOLTS BLOCKING FOOTINGS MUST TO VIRGIN SOIL D3 MAX. Braced Wall Panel z > Q
W/WASHERS OVER BEAfvA SIMPSON BC
SIMPSON DTT2Z W/(8)1/4"x 6"SDS SCREWS BEAR ON (MIN 36"BELOW GRADE) FIGURE R602.10.81 D W U
� � � U)BETWEEN EACH POST GIRDER ALLOWABLE LOAD PER TIE:1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( )
JOIST CONNECTOR OP NOT EACH END OF DECOKATIONS WITHIN 24" SOIL WALL TO WALL &TRAP
SOLID SAWN JOIST AND RAFTER
_t_.,MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED W/MIN 3" P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS
FIGURE R602.6.1
PENTRATION PENETRATION TO CENTER OF TOP PLATE, CONNECTION,�a. PORCHES & DECKS NTfS R502.8 NTS
R507 EXTERIOR DECKS STUD,RIM JOIST. TOP PLATE FRAMING TO I..y
DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE ACCOMMADATE PIPING NOTE; 8d COMMON NAILS ARE
10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 14 15 2-1/2" LONG
WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS
H
1-1/4" x 20 gage G-185
SEE TABLE Hot Dipped Galvanized Strap [�]
507.9.1.3(1) STAGGERED with (5)-8d common nails
507.9.1.3(2) _ FASTENERS
TOP PLATES TOP PLATES N IN 2 ROWS at each stud
Strap may be attached OVER U
rA
@QO OO p 5.5"MIN FOR 2X8` the plywood OR directly to w , �+
5"MAX 6.5"MIN FOR 2X10 Studs.
AXT
STUD BORED HOLE MAX. STUD O O O 0 7.5"MIN FOR 2X12 C"�
BORED HOLE MAX. DIAMETER 60%
DIAMETER 40% (PER(CENT)OF STUD
(PERCENT)OF o DEPTFH W
STUD DEPTH I 3-16d @ 16" oc Along r o
5/8"MIN. 5/8"MIN. 5/f8"MIN 518"MIN. CC
2"MIN J L LAG SCREW OR THRU-BOLT Braced Wall Panel U ��c
TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN U
NOTCH MUST NOT
NOT"CH MUST NOT iv FIGURE R602.10.8(1) cd ct
EXCEED 25% 0 EXCtEED 40% r'
(PERCENT)OF u (PERCENT)OF u
Sp
STUD DEPTH STUID DEPTH �.�� J
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 0� G's
IF HOLE IS BETWEEN BOREID HOLES SHALL C
NOT BE LOCATED IN Q
4D%(PEF:CENT)ANO PER FIGURE R507.9.1.3(1) ; NJ
BORED HOLES SHALL THES;AMECROSS Wra strap under sill
60%(PERCENT)OFPTH THEN + • , d
NOT BE LOCATED IN SECTIION OF THE CUT __ i'► p p
THE SAME CROSS sruo MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5 =III=III
OR NOTCH IN STUD + "
SECTION OF THE CUT NO MORE'.THAN TWO i� and attach to sill plates
OR NOTCH IN STUD SUCCESSIVE STUDS IF LAG SCREWS ARE USED OR BOLT _�
ARE DOUEILED SPACING IS REDUCED TO THAT OF ,' •, ��
2
AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS
♦ +'�+ °
TO 2X8 BAND JOISTS(1/2"STACKED �� �,� �r ® �
WASHERS NOT PERMITTED) Q• r�
FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD
NOTCHING AND NOTCHING AND
16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 STRAPPING 19 20
WALLS AND BEARING WALLS NON-BEARING WALLS
I
Fireplace enclosure Thin profile structural
insulated to top heathing R-50 Cover Box pushes
Rigid insulation 2X ceiling joists of second floor p Full Thick Insulation p
and out of glued together MANUFACTURED LIGHT ENCLOSURE g Sheet Metal Firesto Exterior way for access
he
thin profile structural 9 g see plan w/ ceiling Ilne
ATTIC INSULATION Fill entire Cavity to
CONTINUOUS BEAD Y
sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams
behind tub Tub attic hatch - R-val blocking Notn-combustable sealant of SEALANT p subfloor
Base late prevent loose-fill
Typical1
equal to the Ceiling Double Frame Attic SUBFLOOR GLUED,CAULKED Sealed tom"- Air Seal / insulation from
exterior insuaato requireme access opening Sealant or ,�� OR GASKETED TO RIM
floor Gasket falling through
Continuous Bead wall /4 structural sheathing JOIST/RIM CLOSURE
of Sealant or adhesive as (enclosure liner sealed SEALANT Sealant access
solid blocking
adhesive � at perimeter and seams. or rigid insulation
SILL PLATE INSTALLED 1" min Rigid Weatherstri in
Sealant EXPANDING FOAM SEALANT OVER GASKER SILL g pp g Seal stairs
Adhesi Casing/ \ 1/2" G Wall CONTINUOUS BEAD OF SEALANT Pre;-Fab Fireplace sealed around Panel frame a
Insulation. Air g Pull-down gap
Gyp. Refer to manufacturers SEALANT four edges
1x2�Stop Board RECESSED
LIGHTING FIXTURE specs for installation manual Sealed at perimeter staircase with caulk
Sealant 1/2 plywood finish w/ soffit material
or foam
attic hatch
AIR SEALING AT PREMANUFACTURED Typical foundation &framing
(see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL a(�
DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULAPULL-DOWN STAIRCASE
EXTERIOR WALL OF (BATHTUB DETAIL
AND WEATHERSTRIPPING
AIR BARRIER AT FOUNDATION ,
ATTIC HATCH DETAIL AIR SEAL DETAIL t� PREFAP FIREPLACE _:.•�:,-,�, h.
This detail is for weatherstripping and draft sealing, Battic Door Energy Conservation Products
It is not to be used as a guide for fireplace installation. NTS TO BAND JOISTS 25x54 Attic Pull Down Stair Ladder Cover
Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover
ENERGY NOTES " , ._` ' �' °. 77
Eave baffle installed "..w. a - �""' W
1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. ' ' ;d-.
g g y adjacent to soffit and eave -, ,,, •.
2020 Energy Conservation Construction Code of New York State. Joints and seams shall compliy with Section M1601.4.1. V
Table R402.4.1.1-Air barrier and insulation installation. approval b a third a HEIRS Rater using the Manual "J" , "S"&"D" submitted at CO. Vents. Baffle shall extend overw.. fix,..
The authority having jurisdiction shall be permitted to determine an Y party ( ) g �'°"� -� ', - � � I z Q
the top of the attic insulation �.,.
energy efficiency program to exceed the energy efficiency required by this code. ~ } da �, i W O
9b. R403.3.3: (Mandatory) Duct ttesting - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. r i
TABLE R402.4.1.1 000
A11 HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved tlhird party(HERS Rater)using the (R402.2.3) I o
AIR BARRRIER AND INSULATION INSTALLATION manual "J" & Manuals "S"&'"'D"submitted at CO.
efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION ; - W o
COMPONENT AIR BARRIER CIRITERIAa INSULATION CRITERIAa
Z. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS f •• l W Q Zco
General A continuous air barrier slhall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see OR HERS RATER I
and posted on a wall in the space where the furnace is located g I
requirements in the building envelope. 10. R403.4 (Mandatory)Mechaniical system piping insulation carrying Const. Dwgs ' .; I N
Exterior thermal envelo e;contains a 3. R402.1.2 Buildingthermal Envelope: meet the requirements of N1102.1.1 -N 1102.1.5 fluids > 105 F degrees or<:55F degrees shall be insulated with R-3 Minimum. i �' �
continuous air barrier. p Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT W z _l Cn
11. (R403.3.5) Building Cavities (IMandatory) Z O
Breaks or joints in the air'barrier shall be Building framing cavities shalll not be used as ducts or plenum. Typ. Exterior wall a ,
sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of g g p O
sections N1102.2 through N1102.2.13 See Const. Dwgs i � F- a
Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) _ O
5. Installation-the components of the building thermal envelope shall be installed in Heated water circulation systtems shall be in accordance with Section N1103.5.1.1. ►'
installation density of the insulation shall be at the manufacturers'product p 9 p L0
Heat trace temperature mainitenance systems shall be in accordance with Section N1103.5.1.2. O
recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, � i` _ � � r � •Q
Automatic controls, tem eratlure sensors and pumps shall be accessible.
each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", S &"ID". p p p .. ;
maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible.
installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4
13. N1103.6 R403.6 Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE
through N1102.4.5 ( ) ( rY) _.. ..�. ._..-_. -_,._._..,,-----�,.-_
the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of E
exists,the bait product will be cut to fit the remainingdepth of the o 0 1° y
cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0.5 cm,
o
exhausts shall have automatic or gravity dampers that close when the ventilations stem a� 8' L °' 15 0 a-r
shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 tY p Y _..-- E t y N _ ..
manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. �' o = _ 5
`o� E ='t o u 24
Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM m o
=-z a
installation tabs must be stapled to the face of the stud. There shall be g q -
p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy c_.___.. c -► _ 18 y m - -r o
no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN c:.:-�-e - .� ' _0� o o N o 0
7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-housce mechanical ventilation shall meet the efficacy requirements � o 0 0 w so_ -
tin installation to
P 9 9 P "V Z5 d , d ,
stapling tabs. of Table N1103.6.1. Exce tion: WYhere an air handler that is inte rat to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c y > a o
combustion air. Factory built fireplaces shall be listed and labeled p 9 g' t i =N = o M•N o = 3
equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT �:,,,. .- „/ I _°3 t 0 2�3 8
Insulation that upon installation readily conforms to available space according to UL 127. o o a„ _ £
shall be installed filling the entire cavity and within the manufacturers' powered by an electronically comimutated motor. as backdam f C, 8 a�, = 5,
g ty TYP. ROOF CONST. ,,�;; i y ro �;o
density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be s t 0 o 3 0 0
14. N1103.7 R403.7 E p g y g ((Mandatory)
Ceiling/attic The air barrier in an dropped The insulation in an dropped ceiling/soffit soffit shall be aligned with the provided for each separate heating and cooling system. Temporarily operate ( ) qui mentt sizing and efficient rating Mandato Roof underlayment l 0 o o° L •w u
y ibp y pp the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION
sealed to drip ed i � _ - ` "
ceiling/soffit shall be aligmed with the air barrier. ACCA Manual S based on buaildin loads calculated in accordance with ACCA I L " y y L "
shall be max 70 F heating and 78 F Cooling. 9 p g AS PER DRAWINGS z 0
� ~ a� �� (Da
insulation and any gaps int the air barrier Manual J or other approved heating and cooling calculation methodologies. OR HERS RATER Branch 6na it•>-o�s anG,��rr: tt '''`^►. j.. = o c L ° $
seabed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating ,and cooling equipment shall have an efficiency 1 + �" y coa- coE a-
Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater tham the minimum required by federal law for the Typ Fascia/
11. r unconditionced attic for wall lines o all for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT
wa doors to c spaces exterior a t ow o equ d Const. Dwgs ) ; i
shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches
in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter, 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Tr j
Tr arts•.e•se 3oint5 i e g.S ar+3 d'nw
Walls The junction of the foundaation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall ,-' t;eatr�its',n trunks an.�arr�,nt.�•,
late shall be sealed.The?junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy larmps.
top plate and top of exteritor walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall
seabed. Knee walls shall b,e sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs
installed in substantial contact and continuous alignment with the air
barrier.
Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1)l OPTIONAL- RAFTER SEALING AT ATTIC EAVE r c
and doors and framing and skylights;and framing WITH SPRAY FOAM INSULATION [- 0 CJ��L�
shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS DEK 3 12025
ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE
Rim joists Rim joists shall include thie air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE SOUTHOLD TOWN
Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain PLANNING BOARD
above garage and exposed edge of insulatiom, permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 7;5'(db 63'wb) 57.5 �µ
cantilevered floors) framing cavity insulation shall be permitted to be in contact with the
topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER
underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY APPROVED WINDOW
perimeter floor framing members.
HEATING COOLING OPENING LIMITING
DEVICE
Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55%
shall be covered with a Cllass I,black permanently attached to the crawlspace walls. W
vapor retarder with overlat ping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) F•-
p u7 p
taped. _ _ _ _ - o Z
Shafts,penetrations Duct shafts,utility penetrations,and flue - WINDOW N Cj Q
shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. N LU
unconditioned space shall be sealed. 24" to
(36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW Z Q
TABLE M1505.4.3(2) PASS THROUGH FALL PREVENTION LLl
AREATO BE EXHAUSTED EXHAUST RATES DEVICE CONFORM TO 0
Narrow cavities Batts in narrow cavities shall be cut to fit and installed to INTERMITTENT WHOLE-iHOUSE MECHANICAL VENTILATION RATE FACTORSa•b _ 1 FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE W
the correct densitywithout an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR
y g p RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 0 0 o a R3i2.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE
compression,or narrow cavities shall be filled by 25/0 33/0 50/0 66/0 75/0 100/o
insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM SEGMENT TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR Z
available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED F,.y
Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS FaCtOra 4 3 2 1.5 1.3 1.0 FLOOR AND GREATER THAN GRADE OR OTHER SURFACES
ABOVE THE FINISHED r h
BELOW ON THE v
conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE t�I
a.For ventilation system run Itime values between those given,the factors are permitted to be COMPLY AS FOLLOWS: r.I
Recessed lighting Recessed light fixtures instailled in the building thermal Recessed light fixtures installed in the building thermal determined b inter olatioin.
envelope shall be sealed to tlhe drywall. envelope shall be air tight and IC rated. TABLE M1505.4.3(1) Y p 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW FF��II
A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES:
Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS VVPOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RAT( WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION.
wiring plumbing in exterior walls,There shall be no voids or REQUIREMENTS b.Extrapolation beyond the table is prohibited. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH
2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION
gaps or compression where cut to fit.Insulation that on
PREVENTION DEVICES THAT COMPLY WITH ASTM F 2oso. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � E-•i � �
installation readily conforms to available space shall NUMBER OF BEDROOMS a
extend behind piping and wiring. DWELLING UNIT 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r l
FLOOR AREA 0-1 2-3 4-5 6-7 >7 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1
Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be i■"'7 W v
exterior wall showers and tubs shall separrate them from the showers and insulated. (square feet)
tubs. Airflow In CFM N1101.14 (R401.3) Certificate (Mandatory) f"'� H Q M
Electrical/phone The aiir barrier shall be installled behind electrical or < 1,500 30 45 60 75 90 V M
box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall W -0 rx o
1,501 -3,000 45 60 75 90 105 in the space where the furnace is located, a utility room or an approved location inside the building. ,UJ o
HVAC register HVAC, e shall be otssea ed t buildingt1hetrateoor ther . Where located on an electrical panel the certificate shall not cover or obstruct the visibility of the circuit Q w x •~ cV '0
boots envelope shall be sealed to tthe subfloor or drywall.
3,001 -4,500 60 75 90 105 120 ENERGY COMPLIANCE STATEMENT: directory label, service disconnect label or other required labels. The certificate shall indicate the �/ Qi o M Ct
Concealed When required to be sealed,,concealed fire sprinklers shall
sprinklers When
a sealedito a seale ,,consrecommended lens s TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components
manufacturer.Caulking orottheradhesive sealants shall not 4,501 -6,000 75 90 105 120 135 JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces;
be used to fill voids betweemfire sprinkler cover plates and COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results `; � , F
walls or ceilings. 6,001 -7,500 90 1 OS 120 135 15o from any required duct system and building envelope air leakage testing performed on the building.
IC = insulation contact.
>7,500 105 120 135 150 165 Where there is more than one value for each component, the certificate shall indicate the value ° .r
z s covering the largest area. The certificate shall indicate the types and efficiencies of heating,
a In addition, inspection of log walls shall be In accordance with the provisions of ICC-400. For SI: 1 square foot=O.o929 m , 1 cubic foot per minute-0.0004719 m is. cooling and service water heating equipment. Where a gas-fired unvented room heater,
electric furnace, or baseboard electric heater is installed in the residence, the certificate shall arcc�� Off'.
O- RiC �Indicate gas-fired unvented room heater, electric furnace or baseboard electric heater,
as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters,
electric furnaces and electric baseboard heaters.
i
CLEAR LEXAN GRATE COVER TYP EXT.WALL
OR STEEL SAFETY GRATE 1st FL. METAL STRAPPING
WINDOW WELL PANELS MUST REFER TO
T— _ N.
EXTEND 4"ABOVE GRADE LEVEL TOP OF FD DWG-2 FOR
R905.1.2 ICE BARRIERS; z SLOPE GRADE LEVEL AWAY FORM WELL DETAILS TYR FLOOR CONST.
SELF-ADHERED POLYMER MODIFIED :5
R802.3.2 COLLAR TIES CONTINUOUS RIDGE VENT BITUMEN SHEET USED IN PLACE OF 0- — BILCO ESCAPE WELL OR EQUAL
SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND O DOUBLE #4 REBAR 12"FROM TOP
BOX NAILS IN ACCORDANCE RIDGE BOARD ¢ INSULATED ESCAPE LADDER OR STEPS (2)2x6 P.T.SILL PLATE W/MIN.
EXTEND FROM THE LOWEST EDGES OF
WITH FASTENING SCHEDULE o WINDOW �—WHEN HEIGHT EXCEEDS 44" TYPICAL ANCHOR BOLT -R403.1.6
ALL ROOF SURFACES TO A POINT NOT Z N
� MAXIMUM SPACING: 112"@ 72 O.C.
RAFTERICEILING JOIST HEEL LESS THAN 24 INCHES INSIDE THE w TO)P OF 3/4"CLEAN FREE-DRAINING STONE q EMBEDMENT OF 7"WITH NUT&WASHER.
JOINT CONNECTION EXTERIOR WALL LINE OF THE BUILDING. o (n SILL AT LEAST 12"AROUND ALL SIDES #4 REBAR AT MIDSPAN 2 BOLTS PER PLATE AND HOLD AT LEAST
SHALL BE NAILED I- U) f OF WELL.FILL TO DEPTH OF ONE BOLT-12"MAX AND 3-1/2"MIN OFF
ON ROOFS WITH SLOPE EQUAL OR GREATER u-w a
TOGETHER IN ACCORDANCE w —� FOUNDATION FOOTING ENDS OF PLATES.
WITH TABLE R802.5.2 THAN 8/12, THE ICE BARRIER SHALL ALSO BE U_ 0 SHIELD&SILL SEALER TYP.
(SEE DWG-1 FOR TABLE) 12 2x4 CT @ 48" Oc 12 APPLIED NOT LESS THAN 36" MEASURED ALONG W VERIFY CLEARANCES
WITH SIMPSON H2AAT EACH WITH MANUFACTUERE
THE ROOF SLOPE FROM THE EAVE EDGE OF THE ` TYP.CONC.FOUNDATION'
� � a 8 BUILDING ��
RAFTER TO STUD. 8 _ TOP OF FTG
R806.3 N1102.2.3(R402.2.3)EAVE BAFFLE 244 KEBABS CONT. ANCHOR BOLT DETAIL
MIN.1"AIR GAP UNINHABITABLE ATTIC
BETWN INSULATION FOR AIR-PERMEABLE INSULATIONS
AND SHEATHING R-30C BATT WITH LIMITED STORAGE IN VENTED ATTICS,A BAFFLE SHALL BE SCALE: 1/2"= 1'-0"
INSULATION INSTALLED ADJACENT TO SOFFIT AND TYP. FDN REBAR SECTION
EAVE VENTS. BAFFLES SHALL MAINTAIN „_ 11 W
AN OPENING EQUAL OR GREATER THAN WALL, SECTION THRU. WINDOW WELL SCALE: - 1 -0 V
Top of late THE SIZE OF THE VENT. THE BAFFLE
- — SHALL EXTEND OVER THE TOP 1/4"= 1'-0" PLUMBING NOTE: W Q
OF THE ATTIC INSULATION.
R802.5.2.1 LAPPED JOIST ALL PLUMBING SYSTEMS SHALL BE O E
LAPPED NOT LESS THAN 3". INSTALLED IN ACCORDANCE WITH
SHALL BE NAILED 16d PART VII-PLUMBING ''^^ U
COMMON NAILS IN ACCORDANCE vJ W O
WITH TABLE R802.5.2 ON DWG-1 ELECTRICAL NOTE: W O
co
N t
0 r ALL ELECTRICAL EQUIPMENT olf Z
AND WIRING SHALL BE INSTALLED 0 U)
IN ACCPART Vill
BEDROOM # 1 BATHROOM OF THEOANCE NYDS CODE.ITH A MINIMUM OF 75%PRFCAL
INSULATION R-21 GATT PERMANENTLY INSTALLED FIXTURES W Z _I
INSULATION MUST HAVE HIGH-EFFICACY LAMPS. CO 7 O Cn
—
L
MECHANICAL NOTE: _ a
op o_ u floor a
]:opO late MECHANICAL SYSTEMS SHALL
BEE STALLED IN ACCORDANCE WITH � �
PART V&VI OF THE RC OF NYS. O LO O
ALL MECHANICAL SIZING PER ACCA LI_
I SULATION INSULATION CALCULATED
"S"BASED ON LOADS r Q.
CALCULATED PER ACCA MANUAL"J"
DUCT COMPLIANCE WITH MANUAL"D"
DINING _� R303.4 MECHANICAL VENTILATION. 'E' c
CIDROOM KITCHEN DWELLING UNIT SHALL BE PROVIDED E g
40'-0" WITH WHOLE HOUSE MECHANICAL a o E H
VENTILATION IN ACCORDANCE WITH m ° o
13'-4'/" SECTION M1507.3 w € L y y o 0 0
C'002 ? - O U ,y C f0 16
Top of Su IOOr 2 x 6 DECK JOISTS @ 16"oc BARS.GRILLES.COVERS R310.4 d a cID _ 0,5
Top of Foundation 2-2 x 6 P.T.GIRDER ``9 ° o N o a:! y Y
BARS,GRILLES,GRATES OR SIMILAR E o U
ace .x m_ m � ,�� �
— - — DEVICES ARE PERMITTED TO BE PLACED c c 8
14"ROUND OVER EMERGENCY ESCAPE AND RESCUE .0;9 v2i co 3 - 2•c 3 c
R-30 GATT DECK FOOTING OPENINGS PROVIDED AS FOLLOWS: NET o 0 0 o o °a m -5
6 6 SEE DETAIL ON DWG-2 CLEAR OPENING SIZE COMPLYING c m o m== w N O1
V-r///FTTWITH R310.1.1 TO R310.2.3 AND SHALL s L = N o ` o E
b,
INSULATION LVL Girder b� _ BE RELEASABLE OR REMOVABLE v o c ° a C
c N C to.�"
FROM THE INSIDE WITHOUT THE USE o a
Ir0 �I UNFINISHED a' IM I� DECK LATERAL -- -------- OFAKEY,TOOL,SPECIALKNOWLEDGE :D; M u m E C:0 y
ti SIMPSON DTT2Z 7'-0" V-10" OR FORCE GREATER THAN THAT REQUIRED( c`a b Z c,' ¢`N c,9 c m o
CO " < L J WITHIN 24"OF EACH END FOR THE NORMAL OPERATION OF THE ° n E @ af0i o $w E
a BASEMENT ° �
g 6 6 24X16 CIDER DETAILS ON DWG-2 ESCAPE AND RESCUE OPENING. " '� fD a �' (6 E c E ° c
SE DECK LEDGER———
b D o SEE DET, ON DWG 2
a
Top of4oqiting TYR BASEMENT SLAB --- ----------------------------------------------------------------------------------------------- -------------,
— n 4' V-7Y+' i WINDOW WELL R310.2.3
HORIZONTAL AREA SHALL BE
MIN 9'-0"SO FT.WITH A
U) i HORIZONTAL DIMENSION
MIL VAPOR BARRIER C- UNFIN. BASEMENT 1 1 OF MIN 3'4'TO ALLOW FOR co
DECK LATERAL HOLDOWNS i i o I AS PER SECTION R506. " ; EMERGENCY ESCAPE AND
SIMPSON DTT2Z ; n 4" CAST-IN-PLACE CONCRETE v ' w- RESCUE. COVER PLACED
TYPICAL ROOF CONSTRUCTION SECTION A WITHIN 24"OF EACH END O SLAB W/6 MIL VAPOR BARRIER 01 ; w OVER OPENING PER R310.4
DETAILS ON DWG-2 " ; OJ 00 0 ; � N
Class AAsphallt Roof Shingles w/ 3`0 N ( N N -I w U) III
�' Q��L �[W[f0,D
2 x 6 DECK JOISTS @ 16"cc N N O TYPICAL INT.FOOTING/COL N = 1 d
fasteners per manufacturers specification '� _ �� 2-2 x 6 P.T.GIRDER 24"x 24"x 12"THICK to w DEC 3 1 2025
and 2020 NYS RESI CODE. SCALE: 1 /4 1 -O o AST-IN-PLACE CONCRETE rn '
J FOOTING&3"DIA STEEL
Ice & Water barrier as per section R905.1.2 '� I SOUfHOLD TOWN
(Note: Double underlayment is required 14"ROUND �;r m ; I COLUMN i -. PLnNNING BOARD
INTERIOR WALL FINISH DECK FOOTING
for Roof slopes between 2 on 12 and 4 on 12) „ SEE DETAIL ON DWG-2 lii W 7'-0" 7'-0" T-2" 7'-2" 7'-2" 7'-2" i i LADDER&STEPS R310.2.3.1
Framing As per plans with 1/2" exterior grade Provide 1/2" Gypsum Wall Board on ceilings and walls ; WINDOW WELLS WITH A VERTICAL
span rated strulctural plywood Sheathing except basement walls & clgs - unless noted. Min 1/2" I11 W ' __ ! DEPTH GREATER THAN 44 INCHES
---1 - -
III I
11
N
11 11 BM PKT TYP.
' �w 3 1/2 x 11 7 8 LVL ' ' ' ' ' ' 3 1/2"x 11 7/8 LVL 1 1 M SHALL BE EQUIPPED WITH PERMANENTLY
Nail to framingin accordance Fastener Moisture Resistant Wall Board on Ceiling and all walls 4 1 ,� Y I I F M SHIM ASRE(]D
n _ ia,� I ----------------T_--------------_____�__ --�---------- I--�--�---------------'---E--'-- — I AFFIXED LADDER OR STEPS USABLE Q
in Bathrooms (humid areas) and 5/8 cement board on N , � 1_ � I I I � , , , , - --- - , , N
Schedules & Strapping per detail sheet(s). WITH THE WINDOW IN THE FULL OPEN
I IBM PKTTYP. I I I I� i , , , I I I I
walls and ceilings in wet areas. Provide 5/8' Fire Rated SHIM AS REO'D •-----• -- -- 3' _ - I -----, .-----, POSITION. RUNGS SHALL HAVE AN o
Flashing per F1905.2.$ INSIDE WIDTH OF AT LEAST 12 INCHES W
gypsum wall Board on walls and ceiling located as per --o ---- i SHALL PROJECT AT LEAST 3 INCHES H
TYPICAL SOFFIT CONSTRUCTION. Code, manufacturers requirements and drawings. 2x4 FRAME AROUND __ ___= i i FROM THE WALL AND SHALL BE SPACED to O
STAIRCASE FROM FLOOR =______= i i NOT MORE THAN 18 INCHES ON-CENTER N Z
8" overhangs-typical Mechanical Systems I , TO CEILING. TREATED SHO VERTICALLY FOR THE FULL HEIGHT OF �? � W
" n THE MECHANICAL-HVAC SYSTEMS PLATE AND GYP.WALL BD -_-_ __= H o THE WINDOW WELL. °r' N 0 Q
6 Wood fascia & 6 Wood rake boards. INSULATION SCHEDULE SHALL BE DESIGNED AND INSTALLED 1 INSIDE FACE OF WALL MIN. -------- U I 6 ch W
Trim in aluminium or use "azek" or equal shall comply with 2020 NYS ECCC IN ACCORDANCE WITH PART-V ; ATTACH RAILINGS.HANDRAILS ________ , r i BARS.GRILLES,COVERS R310A W (n J
Metal drip edge per R905.2.8.5 & Res-check OF THE NYS RESIDENTIAL CODE. 34"-38"ABOVE NOSING. _-_ Q
.0 _ _ I N 00 I BARS,GRILLES,GRATES OR SIMILAR Z
MAINTAIN REQUIRED SEPARATION UNDER STAIR PROTECTION: ° ° LL cv ; ; DEVICES ARE PERMITTED TO BE PLACED
Fully Vented Vinyl Soffits -------- u I O OVER EMERGENCY ESCAPE AND RESCUE
DISTANCE FROM ALL HEAT R302.71.2"GYP BD SHALL o o N
THERMAL ENVELOPE SPECIFCATIONS ° ° OPENINGS PROVIDED AS FOLLOWS:NET
PRODUCING EQUIPMENT TO ; BE APPLIED TO UNDER C14 CA o i i CLEAR OPENING SIZE COMPLYING
TYPICAL EXTERIOR WALL FLAT CEILING INSULATION: R-30 bait in ceiling joists COMBUSTIBLE MATERIAL AS PER DIRECT VENT STAIR SURFACES. ___ o
� 1 HVAC UNLIT ----- ' 1 � , , WITH R310.1.1 TO R310.2.3 AND SHALL
2x6 Dou Fir WVood Studs 16" oc. ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs MANUFACTURER'S SPECIFICATIONS o BE RELEASABLE OR REMOVABLE
g- AND LATEST MECHANICAL CODE. DIRECT VENT FURNACE
Double to Plate and Single Sole Plate. WALLS COMMON WITH GARAGE : R-21 batt in 2x6 wood studs UP S I N FROM THE INSIDE SPECIAL
NOWT THE USE Z
p g O ❑ INSTALL IN COMPLIANCE OF A KEYFORCE
TOOL,SPECIAL KNOWLEDGE
1/2" exterior Girade - Span Rated 2ND FLOOR RIM JOIST: R-21 i i W/RESIDENTIAL,ENERGY OR FORCE GREATER THAN THAT REQUIRED M�
Continuous Structural OSB Sheathing. 1 ST FLOOR BAND JOIST: R-30 ; ; at MECHANICAL CODE - 16-6%4"- FOR THE NORMAL OPERATION OF THE
1 I I , I ESCAPE AND RESCUE OPENING. t M�
Fastened per (Fastener schedule. ATTIC WALLS: R-13 batt in 2x4 wood studs -----------------------------------------------------------------'-----------------y -- --- -------------J H
tyvec House Wrap or equal. WINDOWS/SKYLIGHTS: U: <_ 0.30, SHGC: s 0.30
---------------------------------------------------
Vin I Sidin as er clients selection ATTIC STAIR COVER/ACCESS HATCH: ---zxa-DES"`EDGER-------------------------------------- -----------------
Y g P DECK LATERAL HOLDOWNS SEE DET. ON DWG 2 I R310.2.3.2 DRAINAGE
installed per mlanuf specs and code. Cover: z R-30 foam board or equivalent SIMPSON DTT2Z I WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE
WITHIN 24"OF EACH END c BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE
Cont. load path strapping installed in accordance DETAILS ON DWG-2
in A SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED
with drawings. Provide Fire Blocking in accordance OTHER SPECIFICATIONS I I ALTERNATIVE METHOD.EXCEPTION:ADRAINAGE SYSTEM FOR
with R302.11 & R302.11.1 and INFILTRATION (BLOWER DOOR): s 3 air changes per hour I I WINDOW WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON
WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN
Draftstopping per R302.12 & R302.12.1 DUCT LEAKAGE: s 4% leakage for ducts outside of thermal envelope - —-_—_-- — - 1 ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM, h j w
LIGHTING: 100% high efficiency lighting (GEC's or LEDs) 2x6 deck joist @ 16"oc �- GROUP I SOILS, AS DETAILED IN TABLE R405.1. V
TYPICAL FLOOR CONSTRUCTION APPLIANCES:All appliances must be Energy Star certified 2-2x8 treated girder �i4"ROUND H r
3/4" Plywood Span Rated Subfloor, M
pp g 9 DECK FOOTING � �
SEE DETAIL ON DWG-2 M ,0
Glued and Nailed in *If part or the entire attic will be decked over with plywood, W b o1 O
accordance with the fastener schedule. the ceiling joists must be deep enough in order to fit the ,� 17'-0" V-0" 'IT-0" o
Floor joists and Bridging as per Code. batt insulation so that it is not compressed. If not then TYPICAL FOUNDATION - 8-0 HIGH (� -v 1
Clg Jsts will have to be built up or upgraded to the next size. IN ACCORDANCE WITH CHAPTER 4 40'-0" c M
TYPICAL FOUNDATION CONSTRUCTION TABLE R404.1.2(8): tn
in accordance with chapter 4 8" CAST-IN-PLACE WALL WITH
p R403.6 Mechanical ventilation shall be provided that
3000 psi Air Entrained cast-in-place concrete meets the requirements of section M 1507 HORIZONTAL REBAR PER DETAIL THIS a'o"FOUNDATION WALL HEIGHT MAXIMUM SPACING: 1/2"@ 72"D.C.EMBEDMENT OF 7"WITH
wall on cast-in-place Concrete Wall Footing per PAGE.ON 16" x 8" CAST-IN-PLACE CONT. WALL FOUNDATION PLAN NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST
R403. refer to Foundation Plan for footingsize & FOOTING WITH 2 #4 REBARS CONTINUOUS. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES.
R403.7 Heating and cooling equipment shall be SCALE: 1/4" = V-0" 1. Walls 24 inches total length or shorter connecting offset braced wall
thickness. sized in accordance with ACCA manual J by a 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE panels shall be anchored to the foundation with not fewer than one anchor bolt
Damproofing per R406. 2- 2x6 approved Certified third art rater. SHIELD, EXTERIOR DAMP-PROOFING, ALL located in the center third of the plate section and shall be attached to adjacent
treated Sill Plates, Sill Seal And Termite shield per party
FOUNDATION FOOTINGS TO EXTEND TO braced wall panels at corners as shown in Item 9 of Table R602.3(1). ��,,g),
Section R318. Anchor bolts per Foundation Plan VIRGIN SOIL. 2. Connection of walls 12 Inches total length or shorter connecting ~* FNE`� <
offset braced wall panels to the foundation without anchor bolts shall be permitted. *►'' .
and R403.1.6 The wall shall be attached to adjacent braced wall panels at corners as shown in U
Item 9 of Table R602.3(1).
I
i
VENTS:
P3103.1 ROOF EXTENSION
OPEN VENT PIPES SHALL
ROOF A 4"VTR EXTEND MINIMUM 6"ABOVE
THE ROOF OR 6"ABOVE THE
ANTICIPATED SNOW ACCUMULATION.
2" 2" P3103.2 FROST CLOSURE:
,
• ; ; WHERE THE 97.5%VALUE FOR
' ; •,' OUT-SIDE DESIGN TEMP IS 0 DEG F
3"
OR LESS.VENT EXTENSION THROUGH
A ROOF OR WALL SHALL NOT BE LESS
1 112" ;1 1/2" ;1 1/2" :1 1/2"; 1 1/2": 1 1/2" THAN 3"IN DIAMETER, ANY INCREASE
SOLAR ENERGY SYSTEMS IN SIZE OF THE VENT SHALL BE MADE
CHAPTER 23 & (R324) 2" 2" NOT LESS THAN 1 FOOT INSIDE THE
SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE THERMAL ENVELOPE OF THE BUILDING.
,
WITH CHAPTER 23 AND THE FIRE CODE OF NYS. 2 ND FL. 3"
SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. 3" f1j 2"
PANELS SHALL BE LISTED AND LABELED PER UL 1703. 2" 2" 3" ;
' 3"
SOLAR READY ZONE: '3„ ............. 2„
IN ACCORDANCE WITH APPENDIX T 2" '
THE TOTAL SOLAR-READY ZONE AREA SHALL BE ; ;3 W
NOT LESS THAN 300 SQUARE FEET NOT INCLUDING '1 1/2" 3" ; 1 1/2" ; 1 1/2" 1 1/2" ;2"
ACCESS OR SET BACK AREAS AS REQUIRED BY DW : WASHER U
THE INTERNATIONAL FIRE CODE. L
ROOF AREA ORIENTATION SHALL BE BETWEEN li�y
110-270 DEGREES OF TRUE NORTH. W O
1 ST FL.
CONSTRUCTION DOCUMENTATION ; 2" 2" v
CERTIFICATE REQUIRED PER T103.10 4"FAI 3'
3" W W >- O
Toa New
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ROOF PLAN- 11 Approved Sanitary System 4 U) Q
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SAFTE GLASS DYERS EXHAUST. M 5' 10" ° y > = n` o
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2'-4" 4--0" 2'-6" i O
SEAL&INSULATE
OATTIC ACCESS PER i LL
SECT.1102.2.4 O y cV in O HALL . SEE DET ON DWG-3 ( 3
O iv co 8'-0.CLG HT fO i N O y
2x10 RIDGE N O 2x10 RIDGE M " o i ti (3)1-314"x11-7l8"LVL co S 2-2x10 ry (3)1-3/4"x11-7/8"LVL
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— — — — — — — 36x62 36x62 36x62 36x62
STOOP
EGRESS
o FRAME ENTRY WITH T
in 2X6 RAFTERS 16"OC v
AREA SCHEDULE AND 2X4 CJ 16"OC r h
NAME AREA ICI
Sx8 POST
GROSS FLOOR AREA 2080.0 sq,M.
TYPICAL RAILING
FIRST FLOOR AREA 1040.0 sq fft. 2x4 TOP RAIL
------------------ 2x2 BALUSTERS @ 4"cc
5'-0" T-0" 8'-0" 8'-0" T-0" 5'-0" SECOND FLOOR AREA 1040.0 sq fft. 2x4 BOTTOM RAIL
-- - 44 POSTS @ 5'0"oc.
20'-0" 20'4" r 1 p
T-6'/z" T-6" v r'..'
40'-0" 2, 2„ Q
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5'0" T-0" 4'-8'/2' 4'-8'/," T-0" 5'-0" O
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16-81/2" 6'-7" 16-8'/2"
R312.2 WINDOW FALL PROTECTION NOTE: OC
W o
WINDOWS & SLIDING DRS U
TOP OF THE WINDOW SILL SHALL 40'-0"
Plans indicates SILVERLINE Series 2900 SingleQ// �I "a
$'-0" - PLATE HEIGHT BE OORINIMUM OF 24"ABOVE THE FINISHED AND GREATER THAN 72"ABOVE THE g Y W �4 rn
�
Hun Vinyl Window Model Numbers and shall be
FINISHED GRADE OR OTHER SURFACES In accordance with R609 A
2ND FLOOR PLAN BELOW ON THE EXTERIOR SIDE OF THE To be designed & installed as per manufaciturers 8'-0" - PLATE HEIGHT 4 �'�c IEDAR O
BUILDING. SHALL COMPLYAS FOLLOWS: specification for 140 ultimate design wind speed �`���
SCALE: I��I1 = I1—�II R312.2.2 WINDOW OPENING CONTROL DEVICES: and Table 301.2(2), 301.2(3) 1 ST FLOOR PLAN
Glass Type: LoE2/Ar on, Smoke Detector ,
WINDOW OPENING CONTROL DEVICE SHALL YP � g U 5 .30 SHGC s .30 II t I I O
AREA SCHEDULE COMPLY WITH ASTM F 2000, THE OPENING EGRESS: shall meet R 310JG,�LE: �4 = -� Carbon Monoxide Detector.
NAME AREA DEVICE AFTER OPERATION TO RELEASE THE WINDOW FALL PROTECTION: shall meet; R312.2
co Refer to DWG-1 General Notes
DEVICE SHALL ALLOW THE WINDOW TO Substitutions made upon meeting Code. AREAscHEDULe In accordance with Section 915 of the
SECOND FLOOR AREA 1040,o sq ft. FULLY OPEN TO MEET THE CLEAR OPENING NAME AREA 2020 IFC R314, R315 of the Residential
See page one, general notes for additional '
AS REQUIRE TO MEET EGRESS R310.2.1
code requirements. FIRST FLOOR AREA 1040.0 sq ft. code of NYS
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12 12
8 � � 8
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SCALE: 1/4" = 1 '-0"
CONT. RIDGE VENT
I3
DEC 3 1 2025
SOUTHOLD TU'r`M
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GUTTERS & LEADERS
AS REQUIRED
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I r� $�P� J
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REAR ELEVATION
SCALE:: 1 /4" = V-0"
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DEC 3 1 2025 f
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ED AAC
1
MERGENCY ESCAP
I I AND RESCUE
WINDOW WITH WELLI I
26-213/32" BIDi 26'-0" — — — _ t 39'-4 13/16" ,2 t
RIGHT ELEVATION I I , I aA
p g 1— —I I SCALE: 1 /4�� = 1 �_01�� C. _ _ _ _ � I � J �� �.�.
To of Fooling 0I 01- - - - - - - - - - - - - - - - - - - - - - - - -
- - — — — [I — — — — — — — — — — — — — — — — — — — — — — — — — —
i
BRACED WALL PANEL
PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B
COfJTIr10008LY SHEATHED
r-•L TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP
" `V e=?CE^rrAiLllxe BRACING METHOD
BRACE WALL LINE SPACING(FT) 18 18 32 32 18 18 32 32
CS-WSP CONTINUOUS SHEATHING
•. WOOD STRUCTURAL PANEL TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 24" 24" 24" 24"
DETAIL #1 ON DWG-2
f TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 9 9 14 14 5 5 8 8
Hof.o- I CS-P F CONTINUOUS SHEATHING
RETURN DO Ill 2
10' MAX I I 20'MAX I 10'MAX FANEL DE' PANEL AT PORTAL FRAME g 181 WIND ADJUSMENT FACTORS a,b,c
ERACEC BRACERAi ACLU
TABLE R602.10.3O Page
ENC pF BRA:EC v':ALLLINE END OF BRt.CED IRIALL LlflE DETAIL#3,DWG-2
Mti;L 3 84b'L 2 BVJL 1 END CONDITION 1 END CONDITION
1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1
- - - - - _ < corlTlrluousLYSHEFT
III
J I GB GYPSUM BOARD 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1
- _ �L h.'i, L LI! LiFfrINUC:.'E LY 9HEATMEC
va
v t BRACED WALL NOTES: 3. WALL HEIGHT .9 .9 .9 .9 .9 .9 .9 .9
REFER TO DETAILS ON DWG-2 W
�Z_ o FOR HOLDOWNS,STRAPPING,BRACED 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 U p
¢ �� WALL DIAGRAMS AND DWG-1
zi FOR NAILING SCHEDULE. ALL BRACED 5. ADDITIONAL HOLDOWNS I I Lu J r 1 RETURN WALL PANELS SHALL BE FULL-HEIGHT O
C
X 46 1.11NIMUM BRACED YBALLPANEL PANEL WALL RRETBRACEC SECTIONS OF WALL WITH NO VERTICAL 6. GYPSUM BOARD OMITTED Q A' E
:E , , , D rJ+ F'ElJD OF BRACED 4VALL LINE rtw� ,A.LLFAf,EL OR HORIZONTAL OFFSETS. ' r
Q 0 �'� .. l �/ / SEE REOUIREI.I ENTS ia. O
- END CONDITION 3 END CONDITION 4 BWL - - 7. GYPSUM BOARD FASTENING �*^/� U
f + // BRACE WALL LINE V J W O
CONT 111_ Vp1EAT-E" REQUIREMENTS
8. HORIZONTAL BLOCKING IS OMITTED W Q O
7 �
�� � Return panel:24"for braced wall lines sheathed with � � L j,
p wood structural panels 32"for braced wall lines sheathed with 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) RESULT REQUIRED BRACED WALL LENGTH(FT) 8.1 8.1 14 14 6 6 8 8 coV J
so fl 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 ,.. Q
structural fiberboard
�.. - - - �; 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10,7 TABLE R602.10.5 page 187 CONTRIBUTING LENGTH W 7 J Q
4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE �/•� L
Distance D: 24"for braced wall lines sheathed with SHALL BE OFFSET NOT MORE THAN 4 FEET. v J O 4-
20'MAX 20'FAUX wood structural panels 5, BRACED WALL PANELS SHALL RE FUEL HEIGHT SECTIONS OF WALL PER PLAN BRACING LENGTH PROVIDED (FT) 10.5 14 16 16 12 14 8 8 L T-•� 0
structural
for braced wall lines sheathed with THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. O .J.� p
NOTE: CONTINUOUS fl.SHEATHING METHODS w How���+ FIRSTBR=CEC structural fiberboard 6. ABRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH COMPLIANCE YES!NO Y Y Y Y Y Y Y Y �/�
' MACE NALLFANEL END OF A BRACED WALL LINE V J
REQUIRE ALL FRAMED -� r/ N
i / END CONDITION 6 Hold-down 800 Ibs capacity fastened to the edge of the 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q O
PORTIONS OF THE BRACED � �r
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BOARD MEMBERS oil, Southold Town Mall
Leslie Kanes Weisman,Chairperson Ad 53095 Main Road•P.O.Box. 1179
Patricia Acampora Southold,NY 1.1971-0959
Robert Lehnert,Jr. Office Location.
Nicholas Planamento Town Annex/First Floor
MMar et Steinbugler
54375 Main Road(at Youngs Avenue)
lot Southold,NY 11971
HL ,
http-.//southoldtownny.gov REC IVED
,.AJN 1 N 2 ZONING BOARD OF APPEALS331
TOWN OF SOUTHO►LD
SOUTHOLD TOWN
PLAN',NING BOARD
Tel. (631) 765-1809
FINDINGS,DELIBERATIONS AND DETERMINATION
t 1�'k,
MEETING OF JUNE 49 2026
ZBA FILE:#8096
NAME OF APPLICANT: Pristine Projects,LLC
PROPERTY LOCATION: 205 Sunnyside Road and 155 Sunnyside Road, Southold,NY
SCTM Nos. 1000-63.4-4 and 1000-63.-1-5
-N i A ` T A . : The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type H category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK. COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk
County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23.
LWRP DETERMINATION: The relief,permit,or interpretation requested in this application is listed under the Minor
Actions exempt list and is not subject to review under Chapter 268.
L THQ NjN1 C . The application was referred to the Southold Town Planning Board for
comment. On April 231?2026 the Planning Board of the Town of Southold issued a Memorandum expressing concerns
relating to the area variances requested. The memorandum covered the requested relief; the site history, which was
extensive and which showed the lots were held in common ownership until 1987;an analysis of the requested variances;
and Comprehensive Plan consistency and precedent. Pursuant to Town Code Section 280-10 nonconforming lots held
in common ownership after July 1, 1983 that share a common boundary of at least 50 feet are required to merge and be
treated as a single parcel until such time as the combined lot more closely conforms to the current bulk schedule.
Accordingly,Lots 63.4-4 and 63.-1-5 merged as a matter of law. A waiver of merger was denied by the Zoning hoard
of Appeals in decision No.7943 on November 21,2024. The Planning Board recommended the application be denied,
based on the following:
The substantial nature of the variances requested,-
0 The prior merger of the lots pursuant to Section 280-10;
The inconsistency with the intent of the Comprehensive Plan and zoning regulations;
• The potential for adverse cumulative impacts of traffic,water quality,and water supply;
The precedent that approval could establish for similarly situated properties throughout the Town.
The subject lots are nonconforming located in the Residential R-40 Zoning
District. Lot 1000-63.-1-4 measures 90.36 feet along the northerly property line,the westerly property line measures
114.41 feet,the southerly property line measures 111.26 feet and the easterly property line measures,90.00 feet and is
adjacent to Sunnyside Road. This property is improved with a one-story frame dwelling with an attached screened
Page 2,June 4, 2026
#8096,Pristine Projects
SCTM No. 1000-63-1-4 and 5
porch and an accessory frame garage as shown on the survey map prepared by Harold F. Tranchon, Jr. L.S., dated
August 9,2007. The second lot known as SCTM No. 1000-63.-1-5, measures 90.00 feet along the northerly property
line, the westerly property line measures 101.00 feet, the southerly property line measures 90.00 feet and the easterly
property line measures 101.00 feet and is adjacent to Sunnyside Road. This lot is currently vacant as shown on the
survey map prepared by John T. Metzer,L.S., dated March 28,2021.
BASI F APPLICATION-,,': Request for Variances from Article 111, Sections 280-18 and the Building Inspector's
November 19,2025 Notice of Disapproval based on an application for a permit to subdivide two(2)merged lots;at: 1)
Proposed parcel No. 1 (63.-1-4)at less than the code required lot size of 40,000 square feet; 2)Proposed parcel No. 1
(63.-1-4) having less than the permitted of width of 150 linear feet; 3) Proposed parcel No. I having less than the
permitted lot depth of 175 linear feet;4)Proposed Lot 2(61-1-5)at less than the code required lot size of 40,000 square
feet; 5)Proposed parcel 2 having less than the permitted lot width of 150 feet; 6) Proposed parcel 2 having less than
the permitted lot depth of 175 feet; located at 205 and 155 Sunnyside Road, Southold,NY. SCTM Nos. 1000-63.-1-4
and 1000-63.1-5.
Proposed Lot 1 (61-1-4)- Bulk Schedule requires a minimum lot size of 40,000 square feet, lot width of 150 feet and
lot depth of 175 feet. Following the proposed subdivision,Lot I will be nonconforming,measuring 10,109 square feet
in size having lot width of 112.84 and lot depth 90 feet.
Proposed Lot 2(63.-1-5)-Bulk Schedule requires a minimum lot size of 40,000 square feet, lot width of 150 feet and
lot depth of 175 feet. Following the proposed subdivision, Lot 2 will be nonconforming,measuring 9,048 square feet
in size have lot width of 101 feet and depth of 90 feet.
A'Dl')IT'10'N'Al,.,,,'fN,,"FORMA,T,'ION'� This applicant previously applied for a waiver of merger in ZBA No. 7943 which
was denied by this Zoning Board pursuant to Section 280-11 A where the applicant acknowledged that the two lots were
merged prior to his purchase from the previous owner to whom he was not related, therefore the applicant could not
submit documentation to the satisfaction of the Board that there have been no transfers of ownership of the lot outside
the family since the time the merger was in effect. Consequently, the application was not eligible for a waiver of
merger. Prior to this a waiver of merger was also applied for in 2003 by a prior owner. That application was then
withdrawn in January of 2004 while there was a pending Supreme Court Claim made by an adjacent landowner. As in
application No. 7943, the Zoning Board found that the property was transferred to a non-family member and received
relevant evidence that the properties were merged by operation of law. Lot 1000-61-1-5 was then transferred by deed
to the current owner, Pristine Projects, LLC, on November 12, 2021, which, did not have any familial relation to the
owner of lot 1000-63.-1-4.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing May 7,2026 on this application on at which time written and oral
evidence were presented. Based upon all testimony, documentation,personal inspection of the property and
surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and
makes the following findings:
1. Town, Law,§267-1 J(,b Grant of the variances will produce an undesirable change in the character of the
--m Q
neighborhood or a detriment to nearby properties. Neighbors submitted testimony and written objection to this
application for concerns of harm to the environment and their properties as flooding from Lot 2 occurs frequently and
impacts adjacent parcels.
2. Txw,nJ.,a,,iv $267-bQ3),(Wf2')-, The benefit sought by the applicant cannot be achieved by some method,feasible for
the applicant to pursue, other than an area variance. The applicant has applied for a waiver of merger and that was
Page 3,June 4,2026
#8096, Pristine Projects
SCTM No. 1000-63-1-4 and 5
denied.This property is also not eligible for a subdivision based on the Southold Town Planning Board recommendation
for a denial of this application.
3. Town h aw 2,67 b Q` NQ , The variances herein are mathematically substantial,representing, for Lot I (63.-1-4)
and Lot 2(61-1-5)respectively,75%and 77%relief for lot area,25%and 33%relief for lot width,and 49%relief each
for lot depth. Further,the Town of Southold code and ZBA precedent clearly make this property ineligible for a waiver
of merger.
4. Town;;La 7" b 3 b 4 Evidence has been submitted to suggest that variances in this residential community
will have an adverse impact on the physical or environmental conditions in the neighborhood. Two neighbors cited
flooding originating from Lot 2(6 .-1-5),which would be exacerbated by development on this currently undeveloped
parcel. Further the Planning Beard's memo notes that the Town's adoption of minimum lot sizes of40,000 square feet
was in response to concerns about groundwater quality and environmental impacts. Granting the requested variances
would be contrary to the Town's intent to protect groundwater quality and reduce nitrogen loading.
5. Town Law 7b b 5 The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations
on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law_U67-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy
the benefit of a subdividing two merged lots, but such relief is not warranted by the balancing test under New York
Town Law 267-:13.
RESOLUTION OF THE BOARD: fn considering all of the above factors and applying the balancing test under New
York Town Law 267-B,motion was offered by Member Weisman(Chairperson),seconded by Member Acampora,and
duly carried,to
DENIED as applied for.
Vote the Board. Ayes:Members'Weisman(Chairperson), Planarnento,Acampora,Lehnert,and Steinbugler. (5-0)
46.
Leslie Kanes Weisman, Chairperson
1
Approved for filing r 1 12026
s�� F
Subdivision checklist PQ i 1-t�-13 Gi MC
DEC 31 2025
Subdivision Application Form
SOUTHOLD TOWN
PLANNING BOARD
Property deeds _ $' ` LI
Decisions from DOB and ZBA
Proof of Lot Recognition Documents (Tax Maps, subdivision maps)
Full Environmental Assessment Form Part I
LWRP Assessment Form
5 copies of survey of proposed subdivision with table showing lot areas
Car" P cete 00 f���, 4i 9- h VCal F( 0LI^3
HEATHER M.LANZA,AICP
Planningfsouteror planning Department
Towwo
n of Southold DEC 3 12025
�t SOUTHOLD TOWN
PLANNING BOARD
Southold Town Hall Annex s i o n Application -
54375 Stare Route 25
Office:(631)765-1938
P.O.Box 1179
Southold,New York 11971 E Mail:heatherl�sotttholdtownny.govD r Sketch Approval
Applications must contain every item listed below to be considered complete, unless
waived by the Planning Board. Refer to Southold Town Code Chapter 240
Subdivision of Land for more information.
0 Cover Letter which lists the materials submitted by the applicant and/or agent
Subdivision Application Form— Sketch Approval
0
autho a licatio .
if an agent
PI affnipq
g. ttheApplicant.
:1 Property Deed(s)
1� :1 Copies of Easements, Covenants & Restrictions, and decisions from other agencies with
conditions restricting this property in anyway. w 8 4..el`—C'-' 5
:1 Proof the parcel(s) meets the Lot Recognition standard in §280-9 Lot Recognition
Part I of the Environmental Assessment Form(Long Form)
J Application Fee (Please see Fee Schedule)
n� Re
nse g oard may waive so ,
f
- ^f he Yield Plan for Standard Subdivisions or�i�ce(`Scies-oche
pian
...t 71 Five (5) copies of the Sketch Plan(§240-10) -- L .� Ga�ca� L c� wi
I.�
X*-P ease not � d
n ary an secon
e etch Plan.
Local Waterfront Revitalization Program(LWRP) Consistency Assessment Form
-1 Table showing ,
L J ct r.Q a S
Checks should be made payable to the "Town of Southold"
All maps are to be FOLDED by the APPLICANT with title block visible. The title
block should be in the lower right hand corner of the plat.
Incomplete submissions WILL NOT be held or processed by the Planning Board due
to space limitations and the volume of applications. Use the pre-submission
conference to.ask questions about your application and to review the materials prior
to submission.
C'hecklisY Jor Skelch Plan Application
SOUTHOLD
DEC 3 12025
SOUTHOLD Tor:,J
PLANNING o • PLANNING BOAR
DEPARTMENT
Subdivision Application Form - Sketch Approval
APPLICATION IS HEREBY MADE to the Town of Southold Planning Board for
SKETCH APPROVAL for the subdivision described herein.
1. Name of Subdivision D. A , 6 roe` +a-s)
2. Suffolk County Tax Map# C) 00-- (0 3 - 1- st t 0 00 -
3. Type of Subdivision Standard [y-Conservation [ ]
4. Hamlet
5. Street Address/ ID,0 s
Project Location So,,-F-(•.o f c( f N y • 1 9 1
6. Acreage of Site a 1 + _ --� 3 = - `I 5l 1 G Az o r A4-,P-I A
7. Proposed Yield 3 C 1 0'0— 3 — ( -
8. Number of Lots Proposed
9. Zoning District R - `{ o
10. Date of Submission
11. Please provide the names, addresses and phone numbers for the following
people:
Applicant:
-71 o "7-ra%t.J(e;- s"t I to 02
,ou-rL,,Jd N Y 1 1 9 7 1
Agent: .,,gc e ti4 .S J
71 0 Try -14 r « s3 (6 GR
'50 uit'.o(d 1U L( (1 9-7 (
Sketch Plan Application Form
Property Owner(s): Prts-4z.+�
-7 10 Oq
SSaJlt� kd tO K 1 t 4-71
Surveyor: Dora.(tl q,, . z4/��-'�. l r
1 tCiJn�C- � 10A C�-{`k��G.�T� S� \iJ vn�po
(z�vzrL."4 f%) Y
Engineer: / /`Frei, fzc-t R o b.,ri- la-m!fs kA g p s
Attorney: N l R
12. Has an application for subdivision ever been filed for this property? If so, please
indicate when and whether or not approval was granted by the Planning Board.
1-j 4 ] C> .0,1 ey'a,tt-c.. S J b dU J. _S r gL�
13. Has a pre-submission conference been held with the Planning Board? If so, provide
date. Cs
14. Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot
Recognition? Yes K No If"yes", explain how.
10+
1 �i`t ? � :� �CZ� S .:b�L c v�S a vn Lo•T- nte.s�.,o�
w prk
15. Has the owner/applicant met with Land Preservation? If so,provide
date. r.:_ A
16. Is any part of the property in agricultural use? If so, how many acres?
17. Is there an existing or proposed sale of development rights on the property? "JO
18. Does the owner own any adjacent properties? If so, please indicate the properties by
SCTM#. No
19. Are there any building permits currently pending on this property? If yes, please
provide permit number(s). N
2
20. The site will be serviced by the following special districts or utility companies:
Fire District So��t.,-o td
Post Office S 0,,-r4
School District Sc oik'o td
Water t dr-x.--r
21. Has the relevant Electric Utility Company been notified of the proposed subdivision?
If so, please provide proof that service will be
provided. u-1z V-V4 Qom--j. �"O- l oc 'mod r(o P (- "'-Vey s i
22. Please indicate the type of open space proposed and how it will be managed? 6
23. Are there any existing structures on the property? If so,please indicate the type of
structure and its use(s). Will these structures remain, be removed or altered?
ram)o I (�
C.b
2C ct��, a ( 1 Oda - to3- ( -ii , L �16t8"7
24. Based on the parcel yield and the affordable housing requirement of the Town Code,
how many Moderate Income Family Dwelling Units are proposed? If the number that
will be built is less than 20% of the yield,please indicate how you intend on satisfying
the requirement (see Town Code §240-10 B (2)(c) for options).
1� to 51nC�QQZ 'F''c+•,�, . ��c D'Wl,n.' I —(a
n.oS C
25. Application completed by [}owner [+agent [ ] other
Signature of Preparer k-� Date
,A-,As L L-C
3
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM DEC 3 12025
SOUTHOLD TOWN
A. INSTRUCTIONS PLANNING BOARD
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", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if ri'ecessary, modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. if an action cannot be certified as consistent with the LWRP policy
standards and conditions, it shall not be undertaken.
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
SCTM# 6?, s
The Application has been submitted to (check appropriate response):
Town Board 0 Planning Dept. Li' B Board of Trustees El
l. 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)
r
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:.
a('� I"wt'i L.J lCe_ 'Po► 13 v i-g SCfAU .j Q—, t.1 !'e.-V-t1'V+Z
4
1 n� — i S vio+ v iC..
Location of action: ( ��
Site acreage:_ ( n
Present land use: y ;co,n�1' i r� nor ��y�cX n �� ( °-t—
Present zoning classification: O
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 of applicant: 1�j'�s�, �►e pf o 1'e --s
(b) Mailing address: "7 to 14- 1 to V'7
S o 1 d KI 't 11 9 71
(c) Telephone number: Area Code( ) q I -&(a G -1311
(d) Application number, if any:--
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?
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- please explain)
cQ,v�.sf fs' /Wade Svbd,'�-ocleSI --
.� /9' /m?1`e--'7 S'vh -es eA 3 - (
hedO / , r ' M ii -Ltn eal a S t ilt
Attach additional sheets if necessary e, S n i� (y ��;.,� +S 6OV-1 S i s�nx
l A 9 �Z�g try +tV- nu9r,Lbof�r-c cd o¢ d��r .-�. I_AI;
Li) C63 - 1 s) � s �esnrt� ����� 5 s � e, o � 'S de"',V
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. Seems
LWRP Sectioonn, I �
III-Policies.-Pages 3 through 6 for evaluation criteria
❑ Yes lii o D (blot Applicable- please explain)
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWR.P Section III—Policies Pages 6 through 7 for evaluation criteria
0 Yes F�] No a(Not Applicable—please explain)
Attach additional sheets if necessary
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
0 Yes E� No (Not Applicable— please explain)
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
1:4/Yes E No 0 (Not A plicable— please explain)
3 it Cv a, f hc3 S Ct . /cr�err tea. s�i'u �c c�
sf Yr• CL��? r'oy� f.�hr Wca �.r S�
el all
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.
F{ Yes F No Not Applicable— please explain)
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. See Section III-Policies Pages; 34 through 38 for evaluation
criteria.
❑ Yes ❑ No rii-oot Applicable-please explain)
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 �iot Applicable-please explain)
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�-1 No t 1� (Not Applicable- please explain)
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. SeeLWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No 4--``of 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 [J 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 LJ 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 0 "Not Applicable
PREPARED BY " ' TITLE m �cY"^� � DATE
�/Lr S�7 nL n2 '2c�S Lam-e
J
Amended on 9/1/05
t isii isiil✓irvitiitiiiaJyG.i.1ilEiai i v�"tri �����D
Part 1--Pro ect and Setrin
DEC 3 12025
Completing-111-structions for SOUTHOLD TOWN
-PLANNING BOARD
g am I is t-a he cenlp!eted h,the app.e -int 2-1'r le=t spnaser-ftasrrnses ccsi e part�f the application fir aYYrc Jal-r funding
0
are$iflnject to-public review,and may Fie sul)je t to further v rificaticm.
I-1--plots'P--rt 3 1--se l m infer_'--ti n currently 'f rQsQ r�-h=Jr inveutip?ti-un w:ul:l n-,ede-a tte fully rYspund t'?
n J item,-,]ease answer as thoroughly as pjmi ile based on current information;indicate whether missing information not exist,
or is nit reason ly a5'aila'-le to the sponsor;and,when YassfMe,generally descri`-e S�'Ork�r studies that-,%culd I?e nPz ssar`j�t�
u-?ate or fulli,devel�on that information.
i"•" j s
Appfivants(spansars v-us.t c-umn Flete all itErns fln-Sectiz_`ns A&t'-._"a`ectr-ans CC,D Lr E,rnncst items contain an initi-al_uestfl n.that
riust he answered either"Yes''or"No.` if the risvic-to the initial question is-fes,'� the following suh-questions.tIf the
answer t i the flnfl$flal SSeStfl=}n is`ltl i,'}^I er nc.i to the next question.`Qeti=`n :—lows the Yr3Je't•-e lffi `r t'?i:ivi$ify and attach
?v?clfltflcin li forr°..'-�.tion. .Se!'t.lun v requires the name and signature of the'.,.-licant or Yr�]ect SY1nser to verify the inforniati0p.in Part
is accurate and,complete.
AL �riE A" �r$9=�°it' r Tra.'ir ELifat- 3�t°?xFE.
l--
Tamp of Actiop_or Project: 1 `
Project Location(describe and attach a'general location map':
I
Koocl SoLcRotJ NY 1H `71 1o0o-63 - 1- s
Br➢et T,VSe;r➢vtiiii➢i➢f lllwposcd Ac;t➢on l ncludc•pumise or ncedi: AT vtZ t ay\
(Ze_�u i re-n.��_�-Syy 0 N S�lod t�Qv:r�d �of S o cz SU �o I-IP n1
COnS"�'�Ua7k-1"1 0
.4' Slr�\� Q(Vl\i� NuJ<1�\n� (S:�bdl�• c"p— rV1e--^q�� 10 15
1000-- (3 . - 1- `k V I goo - b3 . - t-S �l
So CLS '`O Cc,6 f e SYo A W i � 0 7c--\L AACLP j SU o L K Co.,.vT y C9 (=i= 1 eC-
vrt.i nS rv�A u-v,d re-c.ar l'-d
CL+ S U -1 K C c v ni 4 r�e-2 is 1 S C7 FF l CIE
Name of AaplicantiSponsc➢r: Telephone:4 1 _ 2-6 it —1 3 1(
Ll_'-Z-
Address:
`7 l o T cav ela-c Si 6()q -
ry' ` _tate:
� 1 min Code:
N -7
project Contact(if not same as sponsor;give narie and title!role;: Teter-hone:
1 q —&6 y 3 1
E Mail
c :c r�Q I S j=ta t P�5 5+\r►� r't't uts
Address;
17ir
So v-f-e v ,_j N y j / l 9 -71 I
Property Owner 6f not same as sponsor): Telephone:
s A E Mail:
Address:
city/P.(): :Mate: i Zip Code:
i I
PaKo v xv
Gove"'_4_•npent p"'rp"Ag. FIN-1 ding. or`ponq_f2rshin•("Funr➢no"in ludes l,rants;leans,tax relief, and any other forms o financial
assistance.)
o.. - i as✓nc• `s n iic+ is
?:gam___-e^aPreE a.-ei�ea+ --[Heir ���a�cy zres aser�l+ nn3ereire�e3aEp
G. - i � � _ e ra ➢ �aa _
e nice etltlr�ce
s1
�iruj�iCcu/
a.City Council,'Town Board, Oyes i_+TIO i
or Village Board of T n➢stees i
l,.-ity,'Town or Village des 0-No -No➢rr o Utr//1
Planning Board or C_;commission l P Q nt i �tic' ! O/ �o� 3 I �S
c._it-y;Town or O s❑No j
V)llSn_Z-Onina B-snrrd of Appeals
l J, E i$liPr loom aQPnc➢Pt Fees LJNn ! SOv-f c Cj — y / 6 a
Id l
1 I
! i
+ 3
le.rCUFrai 2�eYiCieS �i es�,�T7�lC�
I 1
Coastal Resources.
—➢. -f r�
!. !s the projtc•t site• ithin.c_ l?sta ut i Area eir the terf ont a e of_Designated'eland �a_terwa—yr L7 Yes t)t)
li. !s the prc)ltei site located in a cr m-r-unity with an ar)proved,Local Waterfront;ever➢tSl➢:':-fion PrmyraT_'? II l ��1 Yes ET`o
i€i. is the praslen site-within a f oa stal i_J rosion Hazard Area! Yes G?,
Plamduqg and Zoning
CA.plan-npM!Ind zoning-AC"--n-p_
+ Will�.]T nine➢�qr_^iti E OF ki_Fi'da i lF�i=ii,e-$i 5.1�,,_ir Fii�e+e lYs e_.T+ o..^_ n+e. eE:^ caJ.ordin aed:c,mlc._ r rF.'_➢➢l.,#4--n e? tee_, e���i t: T F=
r)nlSr anr➢r,Sral<<6 r'Pi $Tmist h;gr1!ntea to en ai le the proposed action to prm,-E�ad i
+ , r}rai f�.r�_plete,sections°. aafl"i+=u. j
t 3 _e y �_e___•r ,
ar d rce_•rpletT all rp-mai ingr_Q-_Cti�2ns n_nd queSti-cros in tart_ 1
t Adopted lend use pinny,
➢ _
j a. y "' y y auuotad (yit'-y town village,or count-yy j cornprehensi"va land use plcrY`s'include the site �a'e8 O
i lvLL of"F LIY.iva_a _.
vV YYtre YYYt}lrvSJ VJCJ aa:tiGil WVuld oG locatedn
+
j i ar es,doeCs the-comp; d henslve art lil;c W udA_sp ecita'':re•--o .end ations for the site where the prop seu actfloi3 ;_=T:S -G
would be located"
b.is the site cif the proposed action within any local or regional special planning:iistriet(for example: CTreenway; F]y es 04(-)
;4rownfiPlr1 i 1pnnrhlg➢ity /i-rPa(fit(HA);designated tatP or HPrlaral heritagge area;watPrsllPri mainapQmPnt plan; E
or other
it Yes,identify the niap(s',: i
c. Is the proposed action located wholly or partially within art area listed in an adODted municipal open space plan El Y e5 O
or an adopted municipal farmland protection plan`%
! 1#Yes,identify the plan. f
i
;?_g_^ .'
u. is the Oluouseu act1U15 111 a Ulullkioalit-v With all adouted C(9mwel'Iedusive of individual Ulan that ad'uhesses Ulimate Dyes F r40
chanP?
+' _f -eS,i--entlfy the eleIllents:if the plait that are relevant to the action.
i
- zonims
➢ b I
a. Is the site of the pr-oposed action located In a miunicinallty:with an ad--;t,-d zoniIIa law or ordinanc=0 I�rY8S L'No
if ���,what is the Z«ndn,clasS!fic?tlE?d! s?incl1 dim,cSlly:eJrlir:ihle ove-rl_'_a/[distr![jt?
b. Is ehee use,i--n-nittnid of AlovTed!"[V r giit'C;YrI of Cofldit➢nal use..rl[ , r[it q
illafly���fcyiiiroteu aS pall of the proposed action?
rt.reS �lhat.➢ the pro sea ede.FiJ wing f.br theFite','
e_{- a y��csr•..a ems..
4_OCAS L=�'L,~,'
..In vvhat schnal district is the project site located`? - O r�
What Police EST Esther public protection forces serve the i riject site?
c.•Which fire Protection and emergency medical services Serve the project Site?
SO(-.-Hr
='hat parks sea've thie project site?
FO u Weds a,r L,
{ B ae_.____. d fl e
e�_'i. _ :tr3Ate��eA arid -iet:eeet2de aesrrceatte:.tcE'Et; {
� f
a. What is the general nature of the proposed action te.g.,residential,dndustrlal,commercial,recreational;it Mixed,include all
I( C(3YIle"}6JTiET1t�i`f )
F r�S r d P�.L47 a
r,:i•�i ijt%➢I%ii_'.Fr',?'r_:of the,Site,of the DroDoseu action? cres
T. trgl acre t,he=hysi: lly disturbed? ;-1 ^F�s
f CL Total wreage(proje"Ct Site,alid,nny Contiguous prope_,rtieS)ij nr-lo
or the Prmlicart nr_:roject s ^,b nr,?
e.Is the ur0?v8C u a tivLI%n expansion of m existing project or lise? 0 Yes= G
i f Vac +a[hat is the a-prs`Y_1^_1?te nerrrontacra of the proposed ictx-ansion and idcntlfy the units(a g arrac miles,housing units,
square feet).? % Units:
,d. the k'rnY,-,� a�tinn a SE!-[_!�lydSP3n,^P 1- ec it in'.l@1-a^cSF` iivi�i�dt� -es Nc
_f_aJ, SS a
[ �elr^El`eY,Cjr tv^Y E15 '.T i,"!l1 JL`�LCl�/SY,S! FY`�1flP.11 f1_tl 1 �Ill'fi!'ll I•fl_ mYT!`L_�l if I!iLxf'!.�, '"�.f`1gV�J!"-Y',�
a nhintP/Irnr,c�rvatirin km.vrnrt;smnncs•rl'l
;,:. _rdillfi's)er of lots propose"? CP-
_r2
�l vFimtriirrn aXt!j " �.Xi^?t�[ ^rctit tgs'rl l[t SiroS`7 fJlinimid^'-- ,/tn Imp,.
1 v.g 3 :;f 1�-.
t. '�Vfill the plopost'd ac,6011 be 1--olisiluat-d it;naultiOt phUSt'4?-
i. If No,anticipated period of construction: —6— months
e's.
Total num,ber of rhascs anticivatcd
Jate of p'a,,KE=. richi-i ag Jerniolit'
i. -Aantic-irpate'd corn.arnen erner t i I-- M -- 1 1,-i Uir- i-I MOR) -1th.
* -Anticinated completion date of final obase, month year
* fjener-fllv vescrflkv connections or relatinnrhipc including any Cortin-encier where progrecs of one phpFe may
determine tinting or duration of future phases-
f Does the project include new resideritial uses? Owes Ll 14o
-F J
One Family T%vo Family 71ree Family Multiple Family(four or more)
1viti-n].Phase
At cor-rruletion
of"I I T"has'e S
g.Does th-t"!)Fofpo tv'action i-nchldf rirIw co-11-StRiction i-in-cluding L
Tf Yes,
i Total riijrinbe,j-c,fistru tor es
li ii- Dim.ensions(ir feet)cFf larlciest Prmpnsed Structure: height; �idth; and length
sqijave f�-,et
if lirip spac-,�tij be�heats OT-MI.-Ole,
h.Does fffi�� ac-.ti-r--inchl-At-, ;Dth'�r •'----'tivitk�S th'�t in the
I
pC liquids,such as creatior.of U.Z-vatel-supply,reservoir,Pon'.1,lalke,-,trite lagoon Of Other sitora�gc�/
T
-urpose the impour.;knent:
if �Fatcr-impc;undment'the Principal GotLrce of
a-; th vator. LJ-Surf'-:;t"-;ater
'ent"- -,und " -,ntaine`fiquid s anJ theirscurc E.
f anther than water, id I Iry the type cif i ..pi -E'.4 0�
Iv. Approximate:;izc of the pi opo:;ed imp.;;-undm ITent. a;hunc: Million galkm�;-'sUrface arca: acre,
-v. Dirrierisions of the piopose.d darn or ir-ri-pounding structure: height; eft th
for the Propose-d dam.31-irnPC;Undb-kg structure jk'e.g.,Carth fill,rock, c-oncrete't-
Pro Ject(J.-Peratioras
T C111de,ai-I-V�X�. T7
DC-�; or dvf='dgirwg,;)I I Ting.ce ,I,,-i I C;tii .5
prmpprmfion,gr.,din,gY or im.t.,illation of Wilities,or f(mrinationswhere,-01 tn/c.ay.qted
04nt inchidimi,fypni�nd site.
m.siteri Is-twill mm-Ain eiTesitc
if Pc
i UJ t;t iS the vulvost of the excavatifill of dlegluh.o?
much nnatcrial(includin':;rick,carth, -.-zd1r-ncnt.-, etc.)I's propcscd'to b-- v d frer.-I the--itc?
V phi mf(specify ton-,or oubir,
over Y;Ihat Auratior.;Df finne I
j.-- or and plans to use,ri-ragc-ur ddfspc's
Desurib-e naLure and ch-ar-a-Ctcrisfi-s of inatcrials to be exc.- e of them.
N. Will there be om;ite devratering or Processing of c v ma xcaated teriaL;? i IYC�! 'No
v. What is the tot.]area to lble dredged or excavated? acres
vi. What is the maximum area to ie Wgrice d at any one,timer! acres
vii What-,vouldhe the maxim-urn depth of excivation or dredgring'; feet
Will the excavation require blasting? IN,-,
Y' Summarize site reclatnation goals and l-lani
4
'u. -i iiuliF tl➢t',vdii`rivuY.ii'sit%itiii t;iii.7Sevl result lrt ii Gla a1Y1 v iAli:ll;aSevl u��.rf,aSe lri S➢��aST,tli Y.dit:diiilt:uuelit '�` ��
into any existing wetland,waterbodv,shoreline,beach or adjacent area
} if CS:
j L identify the wetland or water Tod -Aich would be affected v= name water index nilmber,wetland map number or eo a^hd{:
1 r / 'l�'� > > 4° 3 7r �
i.ie;it:id vtdvlfi is
ii-Describe how the proposed action would affect that watCl-body or WCtlarid,e.g.,excavation, fill,i:lacerrier�t of:;trfldCtures; or
- r �-
JItrr ation o r er:iei irl<�fi i---kE -a-vi)shoreI it .k. iii i%:HtE e:-tFyiI f I aiyti Jiti -sz,ad"F-.rati Qr!4:i➢irJ:arjr.1 At➢Qii 4.Dr,_e�➢➢:HTF_,f�!=t i,)r acres:
iii.Will the%rofosea action cause or result in di,tur„anee to hCDttE;rii seiients:' es i 1�10
i IV. :•rill the ProDosed action cause Cr result in the destruction or removal of aquatic vegetation" LJ Yes i=i No
if Yes
--rr,: ..'']]��TTTTjj c) p. ,�• r-� ��pp ��yy F_� removed:
_Q./�
4 acres of aquatlt,vega aio i proposed tV be removed:
3 -P t:xpef.':ed acreare of aquati vegetation rP.:*'_.-Ednmi g after project completion:
1 e :5ddnpose of proposed➢•er-oval (e-R•heach Clea➢ino,invasive%pgips control,Boat access):
! 1'' 3' 1 a
-ronosed method o plant removal:
+ Hf che+�.'.➢cnl/h erhi ci de treatment.af/➢11 he ilse spec ➢tv pr_duct(SI:
IDescribe any s:r51posed f:}lln^.-Ang d➢Stur-`bance:
��r?l t Y -n o nt i s J crr p to w At N;nd f_
�i-- h l:�P=��r�.;S-� P��P _P:. , : C•.P_ ^nu..; _-- -I'�1r_t�r- u - --r---
.• '_!t71
ii. Will the oroij see Naction b.ain ester 13F"_s an existing�)iiiillr ri3ter sulp-ply? S
rt•crp`_
O Name-of district or Service area:
Dof-S the exis inn vublir_,w>?tr d sm-ply hAve Capacity to st-1vr t le. :S Ll No
e 1c the Project site in the existing district? L!Yes LJ No
!s cxnansion of the district neciic.0 r 7 CS
'ems''
Do existir7 lines serve the project site? '-es El No
-it". Will line extenfiio i y.'dthir.an existing•'ii-trip t be.nec—ess?I y to Supply the p1loject? %v eS �No
1 f Yes: _
DeSCTibe extensirins sir L ^acit jr—ParA.-irons, .r:—i's'ie=�to serve this project:
aa➢drCe(s,t of supply for the district:
1 :'J. is a new?Hater SAdnrly(n.",trlct or serv➢ce area propose d to be formed t i serve tiie Droject ssiterf � �e _!No
Ff `res:
1 n.e.eavlHc^ntriSe�ein5E➢r foi-nE,v district:
Date ai;yldvatdvId Sidv :➢tte4 or w.IStivdy;cted:
e vrn-pO.-C i crenrMIE'll 9 U;:lv for now dfiFtr➢ct.
` c� if a:➢ides-?)?!;«!i?t!'.r$➢191.r➢I�/Vf/ill F4iTt nab A➢yv!j_riQ�rT1SAf'.nl:Al?$t!A^Tf➢?r1SlP�N=A$!'.T AIpT--➢h f!Ar tbt'??r!➢ar:S:t'
F
•.,; ;$tr?tPT Ellat�ivrDll"-^ fTnAn e=-ra.115`➢'"1D� r^rit»ta} E;rh!t 1s t1A"Y??$.`!IP'i➢!?±f�1pY?'A'ATA !J???C.lt�l' ff?11f Y? �1 '113AAtP,.
i � r- _ - -
ti Will the t-in;t�!itsn7;icirm ?i;ncratc litIPPiti wnCtFS Eli jl n$ O
t _ _
i it Yes: `
i. Total anticinateu liquid:[taste generation=r day!: .�,allons/aay
!!. atF�£e of l4cl@Pfli�wastes to be frdfratpC4(f.v.,SardfltaFI Wastewater,industrial;if corn;hipation,deseIflhP all�'4I►1T�3I4Pfl7$S 3IP�J
a-roxflrnate volumes or proportions of e h,-
::'ill the_,r po se,^;?ctlon ll se atpv rLxiFtingpublic:tea;te:�zter tre,_tc snt facilities? es
i tf yes IJ
r e Nam€of wastewater treatment n1ant to be used:
Name-of`istTict:
e foot the existing w stew ter treatment Plant leave ca-pa ity to-.senie the project", E71Nc t
j s= is the proleit site➢ri tt1he existilig distll%$(? FjYes MN,)
_ _s exn?,Dsicin.of the.`district 4_eO_ed't
Do existing sewer lines serve tie uruject site? Yes r�o
a y iti a ldrde eXterlsditrd within an txistflrdg!1$St1" t je.rdec.;essHj to serve tide ittdJJec-t;' �i r es
f Yes: i
e Descrflle extensions or capacity expansions proposed to serve this nroject: l
� p
i t
t
i. ;dfflll a new wGstE'JJutvF I3e vJGc,e i treat ent—district be formed to serve the"-reject site! �'ES❑No �
f 'e is vzS -7—1 Z—
_ �( �Q
1 s /ipilJll::$lf$lapRtli$iit for new district: _ ` L� �l'�V/,11- ,aE 1' r-
Date a=%i14:>t43fl? @HhL4ttt 3I 3Ut4^4'v'stPar1a: /+P2C✓A rf72 NC
r t�x-ter°ceisr;h rge�_ L 1��'T Gn
�'iiat is$lie lec�i�/ili�water for the zx!ag Fe a � � � Gl/L L
i
i iJ- it rPP-fic facilities All not hp-usFdl iiescrine plans to provide Arstewater tre.% tent fit the pri➢jPi;t.ln%llflilln>s su£i:lfylnr pTi➢i�iiseil i
r!:ceiviTw`Niter(Tiame an[j classification if surf!ce discharge or describe subsurfixe disposal plans):
cot,✓�r�au� s�1:2 C_-R.s 70 a E'
/ t
t
�:-Se=lll?F riiJ plr,Sl$or 1r;$_gn to t_;Aplftfr�,rF�Jr.It tar r=::@P€ lie�2Pi Ja4te: ��t GL..i'.-� � -S be
� nSfiel(ec�
e �Yill the nro o_cQri_nrtion-disturb m9re.than enQ aeIQ and erm-tQ St^rLmya-tQr r@Pn=?ff Qflth,! ft-oki mnv`_point
➢ sources l�fl....( Ht,.'dH..s,pipes,swuless,curbs,gutters:lr,Hth r concentrated flows of StfHIL •r.at r;or rHf3C-pEHdrHt
llr_nu)d,rird f-on,tpactif)n eI£n st[Y!LnSt4n1P•^•tiur
i� _f'es
i Hair!rrtu_'ld r_m trrc!ir kis�:Aprll:ser�Q�l✓Hll th"[tp-rt�Qs�t-^_•In'-_'-tQ'in£Qlation tc}total-Size cef rrgj;_rI parccl`7
i i
{l 3quare feet or aucs f mi per ions sUrfa°
feet ctr S!crP=l7xrr Ql sivE�! i
?Fea='dditeLteS�tf d9c°�J point s fP3r e5. ftf
Where
h r? i`Ni.l?l tthe
. st rrnwat runetf it__tA`ii.E. n_cit ,t rm wytnr nsn_ud . f , `
np-SHtQ^UTfa ?IV tET.nT^f- HtC MffaCS V!2tff-O. b•:nm�n t fs�'ilit��,i yt H1r r,•tur vc aa)P•u f ent r:•e,r tn rti v:;,
t
'
i
t
t
j1 1
i t
t
O f to=p.@rf�.ee-waters,identify receiving water'�'0-dreS or`>=1Pt1c.L.dS: j
p i
i t
j Will storm 'w'ater runo flow to adjacent properties! L]Si cs
Dl:F S th,_r Fvrvs� l_rH d_flrflflx__H"e rd`reF/H iP95 surfaces,Use fervi-ads 'aterr-lam ur culle!'t cr4"_t'.re-us of r<_viat�"r(?
J i
f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel Yes
combustion,waste incineration,or other processes or operations?
If Yes,identify:
i. Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles)
ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers)
iii. Stationary sources during operations(e.g.,process emissions,boilers,electric generation,surface coating)
g.Will any air emission sources named in D.2.f(above),require an Air Facility Registration,Air State Facility []Yes o
Permit, Title IV Permit or Title V Permit?
If Yes:
i. Is the proposed action subject to the Nonattainment New Source Review or Prevention of Significant Deterioration ❑Yes o
requirements discussed in 6 NYCRR Part 231?
ii. As calculated in the air permit application,the proposed action has the potential to emit:
• Tons/year(short tons)of carbon monoxide(CO)
• Tons/year(short tons)of oxides of nitrogen(NOx)
• Tons/year(short tons)of particulate matter(PM-10,PM-2.5)
• Tons/year(short tons)of volatile organic compounds(VOC)
Tons/year(short tons)of sulfa dioxide(SO2)
iii. Will emissions of air contaminants from the proposed action described above exceed the corresponding major ❑Yes•[]No
source thresholds?
iv.Does the proposed action have the potential to emit 10 tons/year or more of any one designated hazardous air Yes ❑ No
pollutant or 25 tons/year or more of any combination of such hazardous air pollutants?
If Yes,provide the total potential to emit hazardous air pollutants in short tons/year:
h.Will the proposed action generate or emit annual direct and indirect greenhouse gas emissions,such as carbon dioxide,methane,
nitrous oxide, sulfur hexafluoride,hydrofluorocarbons,or pertluorocarbons in excess of 10,000 metric tons of total carbon dioxide
equivalents per year at any point in the lifetime of the proposed action(estimated using the carbon dioxide equivalent definition a
global warming potentials provided in 6 NYCRR Part 496)? Yes o
If Yes:
i.Estimate the proposed action's metric tons of carbon dioxide equivalents in tons/year(metric):
ii. Describe any greenhouse gas capture,control,or elimination measures included in project design:_
i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as Yes o
quarry or landfill operations?
If Yes:Desrrihe operations and nature of emissions(e-&,diesel exhaust,rock-partici11ateshbist)•
I
Will the proposed action result in a substantial increase in traffic above present levels or generate substantial n Yes t-` wo
new demand for transportation facilities or services?
i If Yes:
I i. When is the peak traffic expected(Check all that apply): Morning Evening Weekend I
i Randomly between hours of _-- -to__.__
I ii. For cornrnercial activities only;projected number of truck trips/day and type(e.g.,semi trailers and dump trucks):
it. Parking spaces: Existing Proposed_ islet increase/decrease
Does the proposed action include any shared use parking? E]Yes.DNo
j iv. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe:
I
j v. Are public/private transportation service(s)or facilities available within'�2 mile of the proposed site? 1L_J ®No
vii Will the proposed actiori include access to public transportation or accayamodations for use of Hybrid,electric n Yes n No
or other alternative furled vehicles?
cr_ I
v.,*.Will the rapased action include pldiis for ped�stri an or biC ycle accornra illations for iiirIliie tiom to existuig � i Gs FIN1Io
-at' -r=_�r^i�.,�lfl routes? '
j
1;
r9`,9 J 7
k.Will the proposed action(for commercial or industrial projects only)generate new or additional energy demand? ❑Yes Mo
If Yes:
L Estimate annual electricity demand during operation of the proposed action:
ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or
other):
iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes❑No
1.Hours of operation. Answer all items which apply.
L During Construction: ii. During Operations:
• Monday- Friday: �"�— P�� • Monday-Friday: �1 ,o
• Saturday: • Saturday:
• Sunday: • Sunday:
• Holidays: • Holidays:
in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes - o
operation,or both?
If yes:
L Provide details including sources,time of day and duration:
ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes EINo
Describe:
n.Will the proposed action have outdoor lighting? ❑Yes EM15
If yes:
L Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures:
fi. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes L N_0
Describe:
o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes o
If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest
occupied structures:
p.Will the proposed action include any bulk storage of petroleum(combined capacity of over l,100 gallons) []Yes o
or chemical products 185 gallons in above ground storage or any amount in underground storage?
If Yes:
i. Product(s)to be stored
ii. Volume(s) per unit time (e.g.,month,year)
iii. Generally,describe the proposed storage facilities:
q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides ❑ Yes
(i.e.,herbicides,insecticide)during construction or operation?
If Yes:
i. Describe proposed treatment(s):
ii. Will the proposed action use Integrated Pest Management Practices? ❑Yes o
Page 8 of 16
r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal = Yes []No
of solid waste(excluding hazardous materials)?
If Yes:
i. Describe any solid waste(s)to be generated during construction or operation of the facility:
• Construction: - tons per wezi� (unit of time)
• Operation : tons per (unit of time)
ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: /
• Construction: c(D.1 S
• Operation:
X. Proposed disposal methods/facilities for solid waste generated on-site:
• Construction: hia IN'swin 5+u'
• Operation:
s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes o
If Yes:
i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or
other disposal activities):_
H. Anticipated rate of disposal/processing:
• Tons/month,if transfer or other non-combustion/thermal treatment,or
• Tons/hour,if combustion or thermal treatment
iii. If landfill,anticipated site life: years
t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes o
waste?
If Yes:
i. Name(s)of all hazardous wastes or constituents to be generated,handled,or managed at facility:
ii. Generally describe processes or activities involving hazardous wastes or constituents:
iii. Specify amount to be handled or generated tons/month
iv. Describe any proposals for on-site minimization,recycling,or reuse of hazardous constituents:
v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No
If Yes:provide name and location of facility:
If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility:
/Vo h cx��-r -dP i.✓cti5'�e �i �'h / ct'y� y�
Page 9 of 16
E.Site and Setting of Proposed Action
E.I.Land uses on and surrounding the project site
a.Existing land uses.
i. Check all uses that occur on,adjoining and ne a project site.
❑Urban DIndustrial ❑Commercial Residential(suburban) Rural(non-farm)
®Forest []Agriculture []Aquatic ®Other(specify):
id. If mix of uses,generally describe:
b.Land uses and cover types on the project site.
Land use or Current Acreage After Change
Cover type Acreage Project Completion (Acres+/-)
• Roads,buildings,and other paved or impervious
surfaces(total) 0O
• Industrial or manufacturing O 0
• Commercial Q 0
• Residential 0 Y -
• Forested O O 0
• Meadows,grasslands or brushlands(non-
agricultural,including abandoned agricultural) O O V
• Agricultural
(includes active orchards,field,greenhouse,etc.) O 6
• Surface water features
(lakes,ponds,streams,rivers,etc.) 0 b O
• Wetlands(freshwater or tidal) p Q 0
• Non-vegetated(bare rock,earth,or fill) (D 0
• Other,Describe:
Page 10 of 16
c.Is the project site presently used by members of the community for public recreation? ❑Yes o
i. If Yes:explain:
d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes o
day care centers,or group homes)within 1500 feet of the project site?
If Yes,
i. Identify facilities:
e.Does the project site contain an existing dam? ❑Yes ONO
-
If Yes:
i. Dimensions of the dam and impoundment:
• Dam height: feet
• Dam length: feet
• Surface area: acres
• Volume impounded: gallons OR acre-feet
ii. Dam's existing hazard classification:
iii. Provide date and summarize results of last inspection:
f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes ENO
or does the project site adjoin property that is now,or was at one time,used as a solid waste management facility?
If Yes:
i. Has the facility been formally closed? ❑Yes❑No
• If Yes,cite sources/documentation:
ii. Describe the location of the project site relative to the boundaries of the solid waste management facility:
iii. Describe any development constraints due to the prior solid waste activities:
g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes 0<6
property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste?
If Yes:
i.Describe waste(s)handled and waste management activities,including approximate time when activities occurred:
h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes 2<0
remedial actions been conducted at or adjacent to the proposed site?
If Yes:
i.Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑ No
Remediation database?Check all that apply:
❑ Yes—Spills Incidents database Provide DEC ID number(s):
❑ Yes—Environmental Site Remediation database Provide DEC ID number(s):
❑ Neither database
ii. If site has been subject of RCRA corrective activities,describe control measures:
iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No
If Yes,provide DEC ID number(s):
iv. If Yes to(i),(ii)or(iii)above,describe current status of site(s):
Page 11 of 16
v.Is the project site subject to an institutional control limiting property uses? []Yes ❑No
• If Yes,DEC site ID number:
• Describe the type of institutional control(e.g.,deed restriction or easement):
• Describe any use limitations:
• Describe any engineering controls:
• Will the project affect the institutional or engineering controls in place? ❑Yes ❑No
• Explain:
E.2. Natural Resources On or Near Project Site
a.What is the average depth to bedrock on the project site? e—ucess co i feet
b.Are there bedrock outcroppings on the project site? []Yes E�No
If Yes,what proportion of the site is comprised of bedrock outcroppings? %
c.Predominant soil type(s)present on project site: pn te r' L4 n e- S .� %
S � %
%
d.What is the average depth to the water table on the project site? Average: f 17 feet
e.Drainage status of project site soils: Well Drained: Q /o of site
Moderately Well Drained: %of site
Poorly Drained %of site
f.Approximate proportion of proposed action site with slopes: 0-10%: /°00 %of site
10-15%: %of site
15%or greater: %of site
g.Are there any unique geologic features on the project site? []Yes o
If Yes,describe:
h.Surface water features.
i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, []Yes BNo
ponds,or lakes)?
ii. Do any wetlands or other waterbodies adjoin the project site? []Yes o
If Yes to either i or ii,continue. If No,skip to E.2.i.
iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes [:]No
state or local agency?
iv. For each identified regulated wetland and waterbody on the project site,provide the following information:
• Streams: Name Classification
• Lakes or Ponds: Name Classification
• Wetlands: Name Approximate Size
• Wetland No.(if regulated by DEC)
v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired []Yes []No
waterbodies?
If Yes,name of impaired water body/bodies and basis for listing as impaired:
i.Is the project site in a designated Floodway? []Yes o
j.Is the project site in the 100-year Floodplain? 92 �
❑Yes i�No
k.Is the project site in the 500-year Floodplain? ❑Yes
1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes o
If Yes:
i.Name of aquifer:
Page 12 of 16
m. Identify the predominant wildlife species that occupy or use the project site:
/3/2As
n.Does the project site contain a designated significant natural community? ❑Yes DNo-
If Yes:
i. Describe the habitat/community(composition,function,and basis for designation):
ii. Source(s)of description or evaluation:
iii. Extent of community/habitat:
• Currently: acres
• Following completion of project as proposed: acres
• Gain or loss(indicate+or-): acres
o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑ Yes 0<o-
endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species?
If Yes:
i. Species and listing(endangered or threatened):_ — —
p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of 0 Yes o
special concern?
If Yes:
i. Species and listing:
q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? []Yes o
If Yes,give a brief description of how the proposed action may affect that use:
E.3. Designated Public Resources On or Near Project Site
a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes[�
Agriculture and Markets Law,Article 25-AA,Section 303 and 304?
If Yes, provide county plus district name/number:
b.Are agricultural lands consisting of highly productive soils present? ❑Yes Olaf
i. If Yes:acreage(s)on project site?
ii. Source(s)of soil rating(s)-.
c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes o
Natural Landmark?
If Yes:
i. Nature of the natural landmark: ❑ Biological Community ❑ Geological Feature
ii. Provide brief description of landmark,including values behind designation and approximate size/extent:
d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes[}-Wo-
If Yes:
i. CEA name:
ii. Basis for designation:
iii. Designating agency and date:
Page 13 of 16
e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ®Yes []Ne✓
listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYSOffice of
Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places?
If Yes:
i. Nature of historic/archaeological resource: []Archaeological Site ❑Historic Building or District
ii. Name:
iii. Brief description of attributes on which listing is based:
f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for []Yes OpFd'
archaeological sites on the New York State Historic Preservation Office(SHPO)archaeological site inventory?
g.Have additional archaeological or historic site(s)or resources been identified on the project site? []Yes EVC
If Yes:
i. Describe possible resource(s):
ii. Basis for identification:
h.Is the project site within five miles of any officially designated and publicly accessible federal,state,or local OYes EaWo
scenic,or aesthetic resource?
If Yes:
i. Identify resource:
ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail,or scenic byway,
etc.):
iii. Distance between project and resource: miles.
i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers []Yes o
Program 6 NYCRR 666?
If Yes:
i. Identify the name of the river and its designation:
ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? OYes Flo
.4. Disadvantaged Communities Designated Pursuant to ECL Article 75
a.Is the project located within,or within %mile of,a disadvantaged community? OYes
EVd—
If No,could impacts from the project affect a disadvantaged community? Oyes EINZ'
If Yes to either question in EA.a,answer the remaining questions in this section.
b.Will there be direct or indirect impacts that may affect a disadvantaged community,such as those listed below? ❑Yes�io
i. new noise sources or expansions/modification of existing noise sources;
-noise from operational sources
-noise from construction activities
ii. emissions of air pollutants including mobile emissions;
iii. wastewater discharges;
iv. generation of odors;
v. light pollution;
vi. new or modified radiation sources;
vii.new or modified sources of solid waste generation,management,or disposal.
If Yes,describe the impacts:
c.Do any of the State agency approvals identified in question B.g include any of the following DEC permits?
State Pollutant Discharge Elimination System(SPDES) ❑Yes Olo
Solid Waste Management Facility ❑Yes ❑No
Hazardous Waste Management Facility ❑Yes ❑No
Air Pollution Control(Title V or Air State Facility) ❑Yes ❑No
Water Withdrawal over 20 MGD for Cooling Water ❑Yes ❑No
Waste Transporter ❑Yes 0io
.5 Future Physical Climate Risks
Will the proposed action be vulnerable to the following future physical climate risks under current or projected future condrti
a. Is the proposed action vulnerable to damage from a projected 100-year flood? ❑Yes o
b. Is the proposed action vulnerable to damage from a 500-year flood? ❑Yes , Nw
c. Is the proposed action in an area potentiallyaffected b sea level rise? []Yes
No
d. Will the proposed action increase the vulnerability of ht� n or ecological communities to the following:
i.drought? ❑YcsLJNO
ii. temperature extremes(hot or cold)? ❑Yes o
iii.extreme storms,including high winds? ❑Yes13No
iv. landslides? ❑Yes T(No
v. coastal erosion? ❑Ycs 2iNo
vi.stormwater flooding? ❑Yes015o
vii.other climate or weather hazards? ❑Yes[3No If Yes,describe:
F. Additional Information
Attach any additional information which may be needed to clarify your project.
If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any
measures which you propose to avoid or minimize them.
G. Verification
I certify that the information provided is true to the best of my knowledge.
Applicant/Sponsor Name �/cs�' ��°ice �� _Date ���30/-2S
Sign ��I—e�� Fc Pl's JL711e— Title e&J4
�c2S LL L
Received
Sale De4 Viol Covmmt ar6,l Gunn',Acb—hxWdwl er i c:ron:v r.(Sinr&Sbed)
CONSULTYOUR IAWVER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENTSHOUID BE USED BY IAWYERS ONLY JUN U 8 M4
?Pning E30.ard of
THIS MENTM,made the 1�'day of 49VS� ,in the year 2021 �persls
BETWEEN IOANNIS ZOUMAS and WILLIAM ZOUMAS
2050 North Country Road
Wading River NY 11792
party of the first pert,and PRISTINE PROJECTS LLC 1 805 Herkimer St.,Brooklyn,NY 11233
PO Box 1609
Southold NY 11971
party of the second part,
WITNESSETH,that the party of the first part,in consideration of
ONE HUNDRED SEVENTY-FrVE THOUSAND 00/100($175,000.00) dollars
paid by the party of the second part,does hereby grant and release unto the party of the second part,the hebs or successors and
assigns of the party of the second part forever,
ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in
the SEE SCHEDULE A ANNEXED HERETO
Premises being and intended to be same premises conveyed by deal t}om Zoumas Contracting Corporation dated September
17,2005,recorded October 2,2009 In Liber 12567 at page 14.
Tax Map Designation: District 1000,Section 063.000.Block 01.00,Lot 005.000
PREMISES COMMONLY KNOWN AS 155 Sunnyside Road,Southold NY 11971
TOGETHER with all right, title and interest, if any, of the party of the fast part Io and to any streets and roads
abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and
rights of the party of the first part in and to said premises.TO HAVE AND TO HOLD the premises herein granted unto the
party of the second part,the heirs or successors and assigns of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said
premises have been encumbered in any way whatever,except as aforesaid.
AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will
receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied
first for the purpose of paying the cost of the Improvement and will apply the same first to the payment of the cost of the
improvement before using any part of the total of the same for any other purpose.The word`party"shall be construed as if it
read"parties"whenever the sense of this indenture s4 requires
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written.
IN PRESENCE OF:
— tc):tlN;-iS
WILLIAM Z01'. .
Schedule A Description
Title Number ABS-21585-NY Page 1
ALL that certain plot,piece or parcel of land,situate,lying and being In the Town
of Southold,County of Suffolk,State of New York,being bounded and described eC(?iivI9d
as follows:
BEGINNING at a point on the northerly side of Land now or formeriyr of the Long JUN U 3 2024
Island Railroad,where the same is Intersected by the extreme southwesterly Zonln
comer-of Sunnyside Road; ." •9 so of
APAealB
RUNNING THENCE South 66 degrees 54 minutes 00 seconds West along the
northerly side of said land of Long Island Railroad,90.00 feet to the easterly line
of Lot#11 on"Map of Greenflelds at Southold"filed 11/110/75 as Map#6313;
THENCE North 28 degrees 35 minutes 30 seconds West along said lot 101.00
feet to land now or formerly of Daniel P.Grattan;
THENCE North 66 degrees 54 minutes 00 seconds East along said land,90.00
feet to the westerly side of Sunnyside Road;
THENCE South 28 degrees 35 minutes 30 seconds East along the westerly side
of Surmyside Road, 101.00 feet to the point or place of BEGINNING.
FOR INFORMATION ONLY:
PTemises known as: 155 Sunnyside Road,Southold,New York.
District 1000-Section 063.00-Block 01.00-Lot 005.000.
IIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillfllll Received
lllllllllliflllllllllllu sUN Os 2024
Zoning Board of Appeals
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument• DEED Recorded: 11/12/2021
Number of Pages: 4 At: 7:34:15 PM
Receipt Number: 21-0194394 *ELECTRONICALLY RECORDED*
Transfer Tax Number: 21-12375
LISER: D00013129
PAGE: 211
District: Section: Block: Lot:
1000 063.00 01.00 005.000
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount $175,000.00
Received the Fallowing Fees For Above Instrument
Exempt Exempt
Page/Filing $20.00 NO Handling $20.00 NO
COE $5.00 NO NYS SRCSG $15.00 NO
Notation $0.00 NO Cert.Copies $0.00 NO
RPT $200.00 NO Mansion Tax $0.00 NO
EA-CTY $5.00 NO EA-STATE $250.00 NO
TP-584 $5.00 NO Comm.Pres $2,000.00 NO
Transfer Tax $700.00 NO
Transfer Tax Number: 21-12375 Fees Paid $3,220.00
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
Judith A. Pascale
County Clerk, Suffolk County
Aiei,o,
w "
Barga,in and Sale Deed with Covenants Againsl Grantor's Acts-Individual or Corporation
CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT.'ruts INSTRUMENT SHOULD BE USED BY LAWYERS ONLY
/
THIS INDENTURE,made the day of January,2013 BETWEEN �L(
1
JANICE BRANDFON,residing at 205 Sunnyside Road, Southold,New York,119711 CeiVe(7
Ab�1OD party of the first part, Zo JUN 03 2024
8 r7ln
TIMOTHY R. STARON and ALLISON L.STARON,husband and wife, both rending%t 2 als
Kirkup Lane,Mattituck,New York, 11952
party of the second part,
WITNESSETH,that the party of the first part,in consideration of TEN($10.00)dollars,
lawful money of the United States paid by the party of the second part,does hereby grant and release unto
the party of the second part, the heirs or successors and assigns of the party of the second part forever,
ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected,
situate,lying and being at
SEE SCHEDULE 'A' A NEKETt HERETO
BEING AND INTENDED TO BE the same premises conveyed to the Grantor herein by deed dated
August 17,2007 recorded in the Office of the Clerk of the County of Suffolk on August 28,2007 in
Liber 12519 at page 957.
TOGETHER with all right, title and interest,if any, of the party of the first part in and to any streets and
roads abutting the above described premises to the center lines thereof.
TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said
premises.
TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or
successors and assigns of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything
whereby the said premises have been incumbered in any way whatever,except as aforesaid.
AND THE party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party
of the first part will receive the consideration for this conveyance and will hold the right to receive such
consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement,and
will apply the same first to the payment of the cost of the improvement before using any part of the total of
the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the
sense of this indenture so requires.
JUN Q 2024
!�ORfn$ Board of gppe
als
I II IIIII IIII I IIII I Ills IIIII itIII Illll IIIII illll IIII IIII
I(IIIII IIIII IIIII IIII IIII
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 02/06/2013
Number of Pagess 4 At: 02:06:39 PH
Receipt Number : 13-00IS453
TRANSFER TAX NUMBER: 12-15116 LIBER: D00012720
PAGE: 021
District: Section: Block: Lot:
1000 063.00 01.00 004.000
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount: $334,750.00
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $20.00 NO handling $20.00 NO
COE $5.00 NO NYS SRCHG $19.00 NO
SA-CTr $5.00 NO EA-STATE $125.00 NO
TP-584 $5.00 NO Notation $0.00 NO
Cert.Copies $0.00 NO RPT $60.00 NO
Transfer tax $1,340.00 NO Comm-Pros $3,695.00 NO
Fees Paid $5,290.00
TRANSFER TAX NUMBER: 12-15116
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
JUDITH A. PASCALE
County Clerk, Suffolk County
�0,0we TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Ball Anncx 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959
� s
Telephonc(631) 765-I802 Fax(631) 765-9502 Ilttps:!-�v�%%_W.Souttioldto�wnnygo %-
3A
D�tr Rrrrivrd
APPLICATION FOR BUILDING PERMIT PPRO V
For Office Use Only
D E C E I
PERMIT NO. Building Inspector:
Applications and farfisffta be filled out In their oft ety.heomplete
applications WM not be accepted. Where the AppNtsnt Is not the owner,en Elulf rlinci r)-p,-1rnort
Owner's Auttwrizatim form(Pate 21 dwiN be completed. Town p{
Date:
OWNER(S)OF PROPERTY:
Name: �j-�s-f�n e I��o j e C� S �e scrM#100o- 3- 01- 05
Project Address: ot,l IO/ /I/ 11g71
Phone#: 9/7_O v 1 't 3/1 Email: -t ,c i(-Asp lu S r o 4 c,i.
Mailing Address: 7/0 -�a vn der Sf 't 16 t�9
CONTACT PERSON:
Name:
Mailing Address: ( T"
Phona#: �1'1 ) 3 t -1311 Email: ���� ��c . r 6X t
DES*N PROFESSIONAL INFORMATION:
Name. Rob n
Mailing Address: SU i C!-eS Q� J ��� N // d
Phone M O _ Email: r
3
CONTRACTOR INFORMATION:
Name: ?84)
Mailing Address:
Phone#: Email:
OESCR TION OF PROPOSED CONSTRUCTION
mew Structure ❑Addition OAlteration ORepair ODemolition Estimated Cost of Project:
❑OtherC F we li„r $
Will the lot be re-graded? OYes EMo Will excess fill be removed from premises? ❑Yes Bffo
f�tJttb /n� .S� ,c/ivir .yam � Ct So >ts' -we ill,
/lei•+ Fa.a% y dw��.n 017
n Qn 040 �o• y 04 v5;17 c V Q e-ru.t 5,77 nc E 11-A Hof /iA ..t ccr%'J-4 CA! A,c►�1
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J 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
NOTICE OF DISAPPROVAL
DATE:November 18,2025
TO: Pristine Projects LLC
PO Box 1609
Southold,NY 11971
Please take notice that your application dated September 16,2025:
For a permit to: subdivide(2)merged lots at:
Location of property:205 Sunnyside Road& 155 Sunnyside Road. Southold, NY
County Tax Map No. 1000—Section 63 Block I Lot 4&5
Is returned herewith and disapproved on the following grounds:
The proposed subdivision, to re-create two previously existing lots merged by 280-10 in the Residential R-40
District, is not pennitted pursuant to Article 111. Section 280-18. which states. "No buildimZ or premises shall be
used and no building or part thereof shall be erected or altered in the R-40 District unless the same conforms to the
requirements of the Bulk Schedule and of the parking Schedule."
Proposed Lot 1 (63.-14)-Balk Schedule requires a minimum lot size of40,000 square feet lot width of 150 feet
and a lot depth of 175 feet. Following the proposed subdivision. Lot I will be non-confonning measuring 10 109
square feet in size having lot width of 112.84 feet and lot depth of 90 feet
Proposed Lot 2 (63.-1-5)- Bulk Schedule requires a minimum lot Size of 40,000 square feet lot width of 150 feet
and lot depth of 175 feet. Followin,, the proposed subdivision Lot 2 will be non-conforming,measuring 9.048 sq_
ft. in size havin;lot width of 101 feet and lot depth of 90 feet.
Lastly. the proposed subdivision requires approval from the Southold Town Planning Board
Note: Waiver of merger denied per ZBA #7943.
a_,
Authorized Signature
Note to Applicant:Any change or deviation to the above referenced application,may require further review by the
Southold Town Building Department.
CC:ZBA, Planning,file
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: March 11, 2024
Renewed: May 13, 2024
TO: Patricia C. Moore (Pristine Projects LLQ
51020 Main Road
Southold,NY 11971
Please take notice that your application received February 8, 2024:
For merger determination at:
Location of property: 155 Sunnyside Road. Southold NY
County Tax Map No. 1000—Section 63 Block 1 Lot 5
Is returned herewith and disapproved on the following grounds:
The subiect lot is merged with the adjacent lot to the north (SCTM# 1000 63 1 4)
pursuant to Article II Section 280-10 which states:
`'Merger. A nonconforming lot shall merge with an adjacent conforminK or
nonconforming lot which has been held in common ownership with the first lot at
any- time after Ju_l_v 1. 1983. An adjacent lot is one xvhich abuts «vith the parcel for
a common course of fifty (50) feet or more in distance Nonconforming lots shall
merge until the total lot size conforms to the current bulk schedule requirements."
Authorized Signature
CC: file, Z.B.A.
r M
BOARD NiEMBERS S ����s��lyo`>a� Southold Town Hall
Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O. Box 1179
41 Southold,NY 11971-0959
Patricia Acamporn Office Location.
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. ,r ► 54375 Main Road(at Youngs Avenue)
Nicholas Planamentonr ,/!d Southold,NY 11971
RECEIVED
http://southoldiownny.gov 4—��(LO� G 9:4q
ZONING BOARD OF APPEALS NOV 2 5 2024
TOWN OF SOUTHOLD
Tel.(631)765-1809
�SOWUthoXidr'T4own Cleric
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF NOVEMBER 21,2024
ZBA Application No.:#7943
Applicantstowners: Pristine Projects,LLC
Property Location: 155 Sunnyside Road,Southold,NY SCTM: 1000-63-1-4& 1000-63-1-5
SLORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in
this application and determines that this review falls under the Type it category of the State's List of
Actions,without further requirements under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the
Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning
issued its reply dated June 28,2024 stating that this application is considered a matter for local determination
as there appears to be no significant county-wide or inter-community impact.
i,wW DEURMINATION: The relief,permit,or interpretation requested in this application is listed under
the Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject lot,particularly known as SCTM No. 1000-63-14,a non-
conforming lot is 10,100 square feet in size and located in the R-40 Zoning District. The lot measures 90.36
feet along the northerly property line,measures 114.41 along the westerly property line,measures 90.00 feet
along the southerly property line and It 1.26 feet along the easterly property line fronting Sunnyside Road.
This lot is improved with a one-story frame dwelling with an attached screen porch and an accessory frame
garage as shown on survey prepared by Harold F. Tranchon, Jr., L.S.,dated August 9,2007. The second
subject non-conforming lot, particularly known as SCTM No. 1000-63-1-5, measures 90.00 feet along the
northerly property line, 101.00 along the westerly property line,measures 90.00 along the southerly property
line,and 10L.00 feet along the easterly property line fronting Sunnyside Road. This lot is cuKrendy vacant as
shown on survey prepared by John T.Metzer,L.S.,last revised June 2.2021.
BASIS OF APPLICATION: Request for a Waiver of Merger petition under Article 11, Section 280-10A, to
unmerge land identified as SCTM No. 1000-63-1-5 which has merged with SCTM No. 1000-63-1-4,based on
the Building Inspector's May 13, 2024 Notice of Disapproval; which states that a non-conforming lot shall
merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any
time after July 1, 1983 and that non-conforming lots shall merge until the total lot size conforms to the current
bulk schedule requirements (minimum 40,000 sq. f3. in the R-40 Residential "Zoning District); located, 155
Sunnyside Road,Southold,NY.SCTM Nos.1000-63-1-4 and 1000-63-1-5.
�Overnw 21,2024
a�3 pr-istme Projects
•T 3,No. 1000-63-1-4& 1000-63-1-5
or)[11ONAI_I\FORM JON. A prior owner of the subject parcel made application to the Zoning Board
r of merger to 2003. The application was then withdrawn on January 22, 2004 while there was a
waiver for a e Court Claim made by the adjacent landowner As in this application, the Zoning Board
uem
pending tha S p roperty was transferred to a non-family member, and received relevant evidence that the
fouad r properties were merged by operation of law.
r,
The subject lot 1000w -1-5 was then which again,of having any transf by erred
Cation to the ownto the current er of lot no,
P November 129 2021,
ENDINGS OF FAC 1/Rf.ASONS FOR BOARD ACTION
pursuant to Section 280-11 (B), if the lot has not been transferred to an unrelated person,the Board must
engage in a balancing test of three(3)factors to determine whether the lot is eligible for a waiver of merger,
whether(1)the proposed waiver would recognize a lot that is comparable in size to a majority of the
rely' 2 the lotproposed to be recognized is vacant and has historically been
improved tots in the neighborhood, ( )
treated rind maintained as a separate and independent residential lot since the date of its original creation,and
(3)the wo matosed waiver and recognition will not create an adverse impact on the physical or environmental
conditions in the neighborhood or district.
The Zoning Board of Appeals held a public hearing on this application on October 3,2024, at which time
written and oral evidence were presented.
Pursuant to§280-11(A)the Applicant acknowledges that the two lots were merged prior to his purchase from
the previous owner who he is not related to and therefore applicant could not submit documentation, to the
satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the
time merger was in effect. Consequently,the application is not eligible for a waiver of merger.
RESOLUTION OF THE BOARD- In considering and balancing the above factors and pursuant to the Wawa
Provisions of the Town of Southold Merger Law,Section 280-11,motion was offered by Member Acampora,
seconded by!Member Planamento,and duly carried to
DENY the waiver of merger as applied for
Vote of the Board:Ayes:Members Weisman(Chairperson),Dante$,ft mento.Lehner4 and Acampom•
Leslie Kanes Weisman,Chairperson ,
Approved for filing // /`t 12024
Y
FORM NO.3
NOTICE OF DISAPPROVAL
de1Ved?
TO: Zoumas Contracting DATE:April 3 n FfCC
P0 Box 361
Wading River,NY 11792 L. JUN 0 3 2024
Please take notice that your application dated April 2,2003' Zoning Board a AppwR,*
For a merger determination at
Location of property 155 Sunnyside Road,;SoycQ
County Tax Map No. 1000-Section 63 Block I Lclt 5
Is returned herewith and disapproved on the following grounds:
The subject lot(SCTM# 1000-63-1-5 has merged with adjacent lot to the north(SCTM# 1000-
63-1-4) pursuant to Article H Section 100-25,which states,
"Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lit
which has been held in common ownership with the first lot at any time after July 1, 1983, An
adiacent lot is one which abuts with the arcel for a common course of fifty(50) feet or more in
distance Nonconforming lots shall merge until the total lot size conforms to the current bulk
schedule rgguirements."
r Authorized Signature
CC: file,Z.B.A.
Souffiold
APPEALS BOARD MEMBERS Co¢y 53095 Main Road
Town Hall
Ruth D.Oliva,Chairwoman a Received
Gerard P.Goehringer ,o P.O.Box 1179
Lydia A.Tortora Southold,NY 11971-0959
Vincent Orlando JUN 0 3 2024rei.(631)765-1809
James Dinizio,Jr. Fax(631)765-9064
Zoning Board of Appeals
! R E CT I V E D http://southoldtown.northfork.net RECEIVED
i FEB ®•3 2004 1 BOARD OF APPEALS
1 TOWN OF SOUTHOLD FEB 3
FINDINGS, DELIBERATIONS AND DETERMINATION
ZONW BOARD OF APPEALS
MEETING OF JANUARY 22 T
,2004
'w-'-�, • �#SotF�ld`3o`vv�Clem:
Appl. No. 5345 ZOUMAS CONTRACTING
Property Location: 155 Sunnyside Road, Southold; Merged Area consisting of CTM#1000-
63-1-5 and 4.
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type It category of
the State's List of Actions,without an adverse effect on the environment if the project is implemented
as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's property is shown on the Harold F. Tranchon,
Jr. survey prepared 10-22-2002, revised 3-21-2003, with 101 ft. frontage along the west side of
Sunnyside Road in Southold.
BASIS OF APPLICATION: Building Department's April 3,2003 Notice of Disapproval, citing Section
100-25, which states that the nonconforming land area referred to as CTM 63-1-5 merged with an
adjacent land area referred to as CTM 63-1-4.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on July 24, 2003, at which
time written and oral evidence were presented. On December 18, 2003, a hearing was held for the
purpose of receiving new information relative to a Supreme Court Claim by the adjacent landowner
under Supreme Court Index#03-20237.
WHEREAS, the applicant, through his attorney, has requested that this request for a waiver of
merger be withdrawn, without prejudice, pending the determination of the title claim based on
adverse possession filed by the adjacent owner, Harry Wintering and Jeannette Winterling.
RESOLUTION OF THE BOARD: Now, therefbm, on motion by Member Goehringer, seconded by
Chairwoman Oliva, it was
RESOLVED, that Application #5345 requesting a waiver of merger be and hereby is
withdrawn,without prejudice.
This action does not authorize or condone any current or future use, setback or other feature of the subject
property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly
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TOWN OF SOUTHOLD NOV 19 2025
BUILDING DEPARTMENT SOUTHOLD TOWN
PLANNING BOARD
NOTICE OF DISAPPROVAL
DATE:November 18,2025
TO: Pristine Projects LLC
PO Box 1609
Southold,NY 11971
Please take notice that your application dated September 16,2025:
For a permit to: subdivide(1)merged lots at:
Location of property: 205 Sunn side Road& 155 Sunn side Road Southold NY
County Tax Map No. 1000—Section 63 Block 1 Lot 4&5
Is returned herewith and disapproved on the following grounds:
'Phe pr000sed subdivisions to re-create two previously existing lots mer ed by 280-10 in the residential R-4
District* is not permitted pursuant to Article III,Section 2 0-1_4, is ich states,"No building or premises shall be
used and no building or part thereof shall be erected or altered in the R-40 District unless the same conforrns to the
reguirements of the Bulk Schedule and of the parking Schedule."
Proposed Lot 1 6 .-1-4 -Bulk Schedule re wires a rnireiu um lot sire of40,000�s ua�r feet lot width of 150 feet
and a lot depth of 175 feet. following the proposed subdivision.Lot 1 will be non-confomling,measuring.1 ,109
square Feet in size having lot width of 112.84 feet and lot depth of 90 feet.
Proposed Lot 2(6 .4- )-Bulb Schedule requires a are in iin um lot size of 40,000 sqqaye feet. lot width of150 feet
and lot depth of 175 feet. Following the prol2osed subdivision. Lot 2 will be non-confoniiing, measuring9,048 s .
f. in size having lot width of 10 I feet and lot depth of 90 feet.
Lastly proposed subdivision requires approval from the Southold Town Planning Board.
Note: Waiver of merger denied per ZBA #7943.
Authorized Signature
Note to Applicant:Any change or deviation to the above referenced application,may require further review by the
Southold Town Building Department.
CC:ZBA, Planning,file