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HomeMy WebLinkAboutTR-10848 I � v � 1��a�-t � � 1�1�✓�� i S �✓1 ire ����— A 4,to e-r- AJ -lei 5 , � �V k' '/I per_ yL 1 le fle .t lee I � ! GONNIE—D-BUNCH APR1I! Notary Public,State of New York '"2 0 S pry i)cc (1a No.01BU6185050 Qualified In Suffolk County � „ Commission Expires April 14,2South OW �a : Board';ofTrustees' ���' '' v ✓ "�� 1 l Glenn Goldsmith,President QF S0!/� Town Hall Annex \ 54375 Route 25 Nicholas Krupski,Vice President Q� o� '` � P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 CDUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2026 4077 Main Bayview LLC 34 Dixie Lane East Islip, NY 11730 RE: 4077 MAIN BAYVIEW LLC 4077 MAIN BAYVIEW ROAD, SOUTHOLD SCTM#: 1000-78-2-18.4 Dear Mr. Ferrara & Mr. McQuilken: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 15, 2026: RESOLVED, that the Southold Town Board of Trustees APPROVE the Transfer of Wetland Permit#10848 from Estate of Theodore A. Eiring, c/o Stephen Gutleberg, Executor to 4077 Main Bayview LLC, as issued September 17, 2025; and an Administrative Amendment to construct an outside basement entrance on the south side of the dwelling. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 49" Glenn Goldsmith, President Board of Trustees GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly,draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 9 NUMBER AND TYP SPACING AND g g 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER LOCATION • 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; Fuel gas code; Existing building code; Property maintenance code. Bathtub (with Or without Shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 Balconies(exterior)and decks 40 10 1 4-8d BOX (2-1/2")OR Additions,Alterations&Renovations:shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2^)OR 2. Written Dimensions take precedence over scaled dim 3-8d COMMON EACH JOIST,TOE NAIL . . .ensions Floor drain Guards and Handrails per 1607811 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1Od BOX (W)OR / �1 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL `J 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. dimensions,existing or new and be responsible for field fit. without dishwasher and food walste diSp oser 1-1/2 Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL ) 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL Z 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d BOX 3" OR ) g g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems,electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER J shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate lazin area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 J Pglazing P 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed,&specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE W electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical)contractor. Stairs 40 20 7 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: ROOF RAFTERS TO RIDGE,VALLEY OR HIP 5. All New Footings shall bear on Virgin, undisturbed sail with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON 4-16d OR TOE NAIL Q of 2000 pounds per square Foot. All Footings shall the 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION J ` TABLE R401.4.1 subscript b:Where the building offiicial determines that in-place soils 16d COMMON j� p g P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with S STUD TO STUD(NOT BRACED WALL PANELS) (3.5 x o.1s2") 24"O.C.FACE NAIL Z with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters U180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL ,� n/ basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 10 BUILT-UP HEAD LL 6. Cast-in-place concrete shall be air entrained;5%<71%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. ER t6d COMMON 16"O.C. FACE NAIL ALONG EDGES Q Floors (3-1/2"x 0.162") an ultimate compressive strength at 28 days of 30001 psi. Except exposed slabs, WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 U360 8d BOX(- 2-1/2"xo.113")5 W .J 11 CONTINUOUS HEADER TO STUD TOE NAIL garage slabs and steps shall be 3500 psi. All work:shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers U240 OR 4-8d COMMON All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL ^ ...� SEPARATION MATERIAL Exterior walls with stucco finish H/360 v R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be MIN 24"LAP SPLICE LENGTH provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS EQUIVALENTf TO THE GARAGE SIDE EACH NOT LESS THHAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes U240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST SIDE OF END JOINT) Z reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexlble finishes U140 NOT LESS THHAN 5/8"-INCH TYPE X GYPSUM BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL shall be provided in accordance with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE 14 OR BLOCKING(NOT BRACED WALL 16 Box(3-1/2") 12"O,C. FACE NAIL v/ O R404.1.2(6), R404.1.2(7)or R404.1.2(8).Vertical reinforcement for flat basement walls BOARD L=span length,H=span height ) 0 '^ retaining 4 feet(1219 Trim)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall 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 v, in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IBC-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 TABLE R802.5.2 W Z LL R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THHAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL v) 0 GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON O the requirements of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO!THE INTERIOR SIDE OF Minimum yield strength of reinforcing steel shall be:440,0000 psi grade 40 , EXTERIOR VWALLS THAT ARE WITHIN THIS AREA y g g p (g ) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL required reinforcement shall be in accordance with Trable R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING ROOF SPAN 2-16d COMMON R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHiMENT OF GYPSUM BOARD 3-8d Box 1� SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL O Location of Reinforcement:The center of reinforcemeent in foundation walls shall be 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT O O SHALL MEETASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 located at the centerline of the wall determined from stables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING �1 L� Vertical reinforcement(if requried per table R404.1.e2(8)in basement walls shall be located roof assembly to the foundation. I NUMBER OF 16D COMMON NAILS a-sd Box to provide a maximum cover of 1-1/4 inches from thee inside face. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3:12 16"O.C. 5 8 10 13 R404.1.3.2;Concrete foundations shall have horizonital reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with " )2 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Based on Table R404.1.2(1)- (includes basement erntrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris prcotection 4:12 16 O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d Box 6"O.C.TOE NAIL Less than 8 foot Wall Height:One#4 bar within 12 iinches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural anels 2-10d BOX y C wall and One#4 bar near mid-height of wall. a g g g Kp 5:12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END c copper roofing nails, minimum 12 gage shank with aminimum- 2-8d COMMON E•� Greater than 8 foot Wall Height:One#4 bar within IT inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7:12 16"O.C. 3 4 5 6 d° B E Fastener Panel Span Panel Span Panel Span a-16d BOX � �'• � wall and One#4 bar near the third points in the wall:story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn m E' a o „ P Y Type Less than or less than or less than or 3.16d COMMON ° c £ ° - but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment 9: 12 16"O.C. 3 4 4 5 6'v'15 rn 6 c c o 7. Base design value for visually graded dimensional luimber:Joists,studs Rafters and All equal to 4 feet equal to 6 feett equal to 8 feet 25 0 = m >, Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 27. Flame Spread Index: R302.9 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-1sd COMMON AT EACH BEARING,FACE NAIL "-c a'� o w 12:12 16"O.C. 3 3 4 4 4-10d BOX 7E- 8 m chi o m Min. Fb for dimensional lumber=850 psi. wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw $ '%, ° Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST Q o `o �' 8 J? vi -r°, Includingbut no limited to: Deck Framing, Posts, Headers Girders&Ledgers. P g on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON ° a y a) 1 9 o 9. 9 &attics shall have a flame spread index 5 25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS y c o len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX STAGGERED O.C.FACE NAIL TO TOP&BOTTOM ° 3 c'a 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: g STAGGERED ON OPPOSITE SIDES o o o c $ m {, q 9 9� Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: � m 8 Q•�, _ y� iR� w rn a.) All Fasteners shall be Hot Dipped Galvanized-,ASTM A 153 class D wall and ceiling finishes having asmoke-developed index 5 450 4-16d BOX y h c c p B or stainless steel. No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL s c - t H E o Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON L a° c o � d b. Use Copper flashing Only against ACQ Lumber Sill Plates 16 inches c C ° ° o£ ° o PP 9 Y 9 &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 a" °p p 2 inch embedment On center On center 2-1od Box(3") OR .° o T� = c a) c d c.) All Structural connectors i.e. Simpson strong-Tim or USP,etc on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2/") EACH END, TOENAIL $ o f m t cc E Q y shall be Hot-Dipped Galvanized or Stainless Stceel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght ,� 'E N d o etc"shall be 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, t c �' E To a�.0 iu ' 8 fi r 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ►- 8 H m � a E a.=_o installed in accordance with the manufacturers latest installation details, g Framing connectors,Allowable Hole diagrams,specifications,etc. Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foott mean roof height. 1 / 6 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS "Parallam PSL"Design Stress: E=2.0, Fb)=2,900 psi, Fv=290 psi b.Fasteners shall be installed at opposing ends of the wood structural;panel. DESCRIPTION OF NUMBER AND TYP z "Anthony Power Beams Design Stress; E=2.1, Flb=3000 psi, Fv=300 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the painel. BUILIDNG ELEMENTS OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING INTERMEDIATE ROOF SHEATHING CO Q this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 W � 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, c.Anchors shall penetrate through the exterior wall covering with an errnbedment length of RAFTER UPLIFT CONNECTION FROM WIND 30 3/8"-1/2" 6d COMMON(SUBFLOOR,WALL) U) Ill- each sleeping rooms in basement, habitable attics, and every sleeping room The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches Into the building frame. Fasteners shall be located not less than 8d COMMON(ROOF) 6" SEE NOTE A 6" W 0 W (� for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 19/32"-1'" 8d COMMON 6" SEE NOTE A 6" J Z Z _J O shall have at least ONE operable emergency escape opening as follows: _ 31 Sill height of not more than 44 inches above finished floor. SPACING SPAN g d.Where screws are attached to masonry ormasonry/stucco,they shah))be attached FEET ULTIMATE WIND SPEED „--I Z A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawahl capacity of 1,500 pounds. ( ) "_ 0 Q .►.+ 32 1-1/8 1-1/4 10d COMMON NAILS 6 12 Except grade floor openings shall have a minimum net clear 130 140 W W opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located In Wood-Borne debris regions shaall ROOF PITCH ROOF PITCH = V W B. Minimum net clear opening height shall be 24 inches. responsibility 1/2'STRUCTURAL CELLULOSIC E It shall be the res onsibilit of the General contractor or his subcontractors to submit Glazed protected from wind borne debris. 1-1/2"GALV.ROOFING NAIL 3" 6" W Q = N C. Minimum net clear opening width shall be 20". in detail the design,calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTf M E 1996 <5:12 z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING Z N air conditioning,ventilation. heating systems new,existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC = 0. D. emergency escape and rescue openings shall be operational g� 9 Y ( 9 P9 ) 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL " " 9 Y PP Garage door glazed opening protection for wind borne debris sheall meet 16' O.C. 12 FIBERBOARD SHEATHING 7 7 � OJ.. (n from the inside of the room without use of keys ow tools. stamped by a professional engineer if required by the Owner or Building Dept. Y ANSI/DASMA 115. Areas within hurricane prone regions: WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimatee design 16"O.C. 18 277 259 342 322 1/2'. GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH i orgreater. 16"O.C. 24 340 318 422 396 A. EXCEPTION: 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have Imo---- 6" DIAMETER --►I TO RESIST WIND PRESSURES TABLE R60Z.3(3) a net clear opening of not less than 5 squaare feet. Wood Structural panels with a minimum of thickness of 7/16 inch nand a maximum span of 8 feet shall be permitted for opening protection.Panels shall be i precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in tithe table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at I least one side of each Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STUD LO ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL N continuous run of treads or flight with FOUR OR MOIRE RISERS. / Attachments shall be provided in accordance with the table as follcows: THICKNESS SPACING EDGES FIELD 0 Handrail Height measured above stair tread nosing,;shall not be less than ✓ "I", "II", "III", "IV", OR"V L16"O.C. 42 535 499 664 622 PANEL SPAN RATING N W 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL o F- the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"x 0113") 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" Z to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 a wall shall have a space of not be less than 1-1/2 imches between the wall 8d COMMON NAIL W CO P (2.5"x0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" pp <( and the handrail.see code for exceptions.Refer to Code for grip size specifications. " � r �', DESIGN CRIT-ERIA TABLE 507.9.1.3(1) w � tii s DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE 12. GUARDS: R312 Porches balconies or raised floor s urfaces located more than 30 O R702.3.5 J REFLECTIVE above the floor or grade below shall have a railing ncot less than 36 inches Winds speed: 140 JOIST SPAN W U in height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD p GYPSUM BOARD FRAMING SPACING OF FASTENERS d, W No of stories: 2 CONNECTION GYPSUM BOARD Q_ co NO MORE THAN 4 INCHES APART. EXCEPT:the ttriangular openings formed - "" DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS by the riser,tread and bottom rail of the guard rail at the open side of a stairway 7/16 min. structural plywood Mean Roof Ht:, 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Panel Attached to p' p p 1/2"DIA.LAG SCREW are permitted to be of such a size that a 6 inch spheire cannot pass through. ROOF Itch: per Ian 30" 23" 18" 15" -� �- ' &1/2"MAX.SHEATHING " CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOILER NAILS Open sides of stairs with a total rise of more than 30 inches above the floor or 1/2 grade below shall have guards not less than 34 inches in height measured DESIGNATION FOR STRUCTURAL "" Frame in accordance Bldg Length per plan wALI, EITHER DIRECTION 1s"O.C. g" 16" 9 g 9 COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT MI��-11 vertically from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan &1/2"MAX.SHEATHING 36" 36" 34" 29" 518" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOILER NAILS STROKE of the residential code bidg aspect ratio: 3:1 WALL EITHER DIRECTION 16"O.C. 7" 12" �► 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window "F" FLOOR FRAMING INCLUDING p p GIRDERS AND BEAMS of New York State Nailing Sched:; Table R602.3(1) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7lB"LONG 6d COATED NAILS OR p g g 1/2"DIA.LAG SCREW 13" 11" 10" 5/8" HA GARAGE CEILING " ESCREWSSHALLWALLSCWITH opening is located LESS than 24 inches above the finished floor and GREATER BENEATH PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH than 72 inches above the finished grade or other suirface below on the exterior R" ROOF FRAMING 'BITABLE ROOMS IRC SECTION R702.3.5.1 of the building,the window must be provided with a window opening control device &1/2 MAX.SHEATHING that compiles with R312.2.2 Window Opening Control Devices. "FR" FLOORAND ROOF FRAMING 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 hall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports�tiell be�� iced 6" c.for N accordance with R302.11 thru R302.11.2 and Draftstopping shall be LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. installed per R302.12 thru R302.12.1 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) / Fireblocking materials R302.11.1 shall be as follows;: W 1. Two-inch nominal lumber Applicant shall provide engineered wood placard p 2. 1/2"gypsum board on or adjacent to electrical meter box for field inspection. i ^ I.. 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance PLYWOOD STORM PANEL with the 10 foot horizontal Fireblocking in walls constructed using parallel Residential structures with Truss type construction, rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition,alteration "' r �/ �� en O UL 263,for the specific applications a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel b oo shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. C> rR TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection ® _ OF FOUNDATION MATERIALS O 03 M c64 d CLASS MATERIAL LOAD-BEARING PRESSURE Crystallinene bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 O � ) U Sedimentary and foliated rock 4,000 psi WIND DESIGN SUBJECT TO DAMAGE FROM Sandy gravel and/or gravel(GW and GP) 3,000 psf Sand,silty sand,clayey sand,silty gravel and clayey gravel ° SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN (SW, SP, SM,SC, GM and GC) 2,000 psf GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD SNOW WIND DESIGN WEATHERING LINE TERMITE FREEZING ANNUAL Clay, sandy clay,silty clay, clayey silt,silt and sandysilt LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP (CL, ML, MH and CH) 1,500 psf ZONE DEPTH a.When soil tests are required by Section R401.4, 20 LBS 140 P NO NO NOM B SEVERE T-0" IT HEAVYTE 11 YES NO 1500 or less 52.1 the allowable bearing Capacities of the soil shall be part of the recommendations. 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. 0.[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. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 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 are likely to be present at the site, the allowable bearing capacity shall be R Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) _ Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PAINELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED OIN WIND SPEED t 09'0) a-�_ ° _I ° ° ° ° ° Z a fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ° ° • • • Min.3"x 11-1/4"net header Header , , o e o / 6-16d sinker nails •_ _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING shall occur at to of wall �= = — - n•_ - —• - ' — -.,• PER TABLE R602.3 3 -FASTENERS 6" OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLYABOVE @ o ° ° ° ( ) OF BRACED WALL PANEL AC D ALONG P ° ,I I•I ICI i, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL ° ° ° ° ° > fasten top plate to header with BRACED WALL PANEL ° Header shall be Top plate continuity is o two rows of 16d sinker nails @ 3"o.c. •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3,2 ° I VARIES)BY FASTENERS king stud with Braced wall line 2-16d NAILS EACH SIDE I I I I,I N 6-16d sinker nails ° \ Minimum 40001b header-to-jack-stud I• ;= ° Mnwithl1/2"wloodheated .I III METHOD CS-WSP: o, Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening AS PEIR TABLE R602.3 3 T, ° i� ° structural panels •I I'I ( ) _ pattern as shown and 3 in.D.C.in all framing(studs and sills) opposite side of sheathing EXTERLIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS _ •I I,I " 8d @ 6"O.C.ALONG WITH Bid COMMON NAILS BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER = Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL 8d @ 6"O.C.ALONG on both side of opening pp Panel splice edges shall occur over J .I (0.131;X 2.5"LONG) BRACED WALL PANEL o penin opposite side of •I AT 6"OI.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o r o sheathing and be nailed to common blocking W IN FIELLD BRACED WALL PANEL °' ° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL � ° ° g , BRACED WALL PANEL BRACED WALL PANEL = 1/2"thick wood structural anel sheathin ° leg height. One row of 3"D.C.nailing BRACED WALL PANEL g ° ° ° ° °I° P 9 BRACE[D WALL PANEL INTERIOR FINISH: u ° 1° with 8d common nails @ 3"o.c.In all framing ° is required in each panel edge. Q 2 1' SHALL IBE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG " i (studs,blocking,and sills)typical if needed 1•I 3-16d @ 16 OC ALONG i (� 11 WITH MAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 316d 16" I, BRACED WALL PANEL 3-16d @ 16"OC ALONG @ OC EACH i° ° , 2'to 18' finished width WITH T/ABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL g g ° 0 1/2"min.thickness wood structural J BLOCKING MEMEBER ° i Min Double 2x4 or W I'I I Min.length 16" 2x6 Kin &Jack stud ° TABLE IR602.3(1)FOR EXTERIOR WALL i per Table R602.10.5 panel sheathing J' SHEATIHING Q _ _ _ _: _ _ _ • _ _ _ a: CONTINUOUS RIM OR CONTINUOUS RIM OR ° I Min double 2 x post :I l;l I• VERTICAL JOINTS IN PANELS SHALL CUR END JOIST IST �o No.of jack studs per OC END JO ° Q z I'I I Min.(2)2x4 typ. Table R602.7{1&2) ° •I I I .I OVER AND BE FASTENED TO COMMON STUDS. I , Min.(2)1/2"Diameter anchors Q I I 1• HORIZONTAL PANEL JOINTS IN BRACED �, N 2-16d NAILS EACH SIDE I° installed per section R403.1.6 INTERIOR . �•� I. WALLS',PANELS SHALL OCCUR OVER FULL HEIGHT BLOCKING with 2"x 2"x 3/16"plate washer W J AND BE FASTENED TO 1-1/2"x 5-1/2 THICK(COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING SPACING CONTINUOUS ALONG LENGTH �_ I I I' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING J _ .I NAILING 1.1 OF BRACED WALL PANEL I•I I. 2 x 4 or'2 x 6 STUD WALL BRACED WALL PANEL @ AC O.C.ALONG r J—L L •I I•I I•I I• BRACED WALL PANEL v 'I I I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL ERALAE CONSTRUCTION - FIGURE R602.10.6.4 Z .I I•I I•I I, •I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to 'I I I I I I• SPACIPVG -6" BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with o° nail sole plat Attach Sheathing nail sole plate Q CO (n BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or Rim joist wi ,o to joist per •'- -•- - �•- - • ,•'- •_ '• EXT.SIHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an o L PANEL.JOINT ----�' PERPENDICULAR TO FLOOR/CEILING ° Sub-Floor Walling sched. 8D common naals o nailing sched. W Z U FRAMING FRAMING Bottom °a o° ° at tt .c.Top and °°°o o,°, PHoldowns per Plans Rim Joist v! < O ° ° ° ° Rim Joist ° ° ° ° ° nchor Bolts and ^ FASTENING REQUIREMENTS FOR ° 0 BRACED WALL PANEL AS PER per plans 0— z 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR QPTION- FIGURE R602.10.6.4 0 �= O O CEILING OR �- b- �— FLOOR JOIST 1-1/4" galy. x 20 gage DIRECTION Simpson p coil strap with (5) 8d common ENDWALL—► ENIDWALL H2A Stud ToRafter nails in each end at each ralFter. Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With PROVIDE@STRUCTURAL, RIDGES y LOOR AND CEILING JOISTS Typical Metal rovide blocking �� E AENSIONAL LUMBER OR ENGINEERED WINDOW HDR g @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Simpson L-50 on each sid of rafter o o Strapping braced wall panels d A (J�0,�) ISTS-SEE PLANS at Openings N p (2) 8d X 1-1/2" nails in plate 4" o.c. Zone Panel Field m 0 " 5 8d x 1-1/2" nails in Stud Nails spacing - € 8 , Horizontally attached ( ) p g Nailing-See Nailing $_ ' t �' �° a� o Schedule Dwg-1 g o plywood sheathing = U o BLOCKING shall have Solid Blocking I $ $ $ h o TYPICAL @all Plywood Joints I� r 2 N Q c ; _ o 2TBAYS IN I I F SIMPSON H2A ` a Ci - �v BLLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5)8d x 1-1/2"nails in Rafter •-"- 8 0 C � ��� Strap with (5)-8d common nails a = E w; $ plate with 8d nails @ 6"o.c. (2)8d x 1-1/2" nails in plate H y� �._E - SECTION A-A in each end. catch jack studs _•- = �-' o along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks COLLAR TIE OR RIDGE STRAP TO RAFTERS R802.4.6 L c WE-8 $ §Ti a Corner Holdowns and window or door Header. _ _ _ 6 z �g Refer tocat plans panel. Typical each side and ALL Less than Gable End Wall WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, �+ ca R U=m y � C�j END WALL BLOCKING DETAIL for locations N z:� FOR FLOOR AND CEILING BRACING If required or Equal THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE $.5 _ $0 0 windows and doors. t0 12" AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). °' °' af0i RIM JOIST BLOCKING BETWEEN RAFTERS Ca. BRACED WALL PANELS COLLAR TIES SHALL BE NOT LESS THAN 2 INCH BY 4 INCHES $ N ro E a o �' L] NTS 602.10.8.2 1 RAFTER-TO-STUD CONNECTOR & NOMINAL,SPACED NOT MORE THAN 4 FEET ON CENTER. Sill Strapping � ) NTS RIDGE STRAPS IN ACCORDANCE WITH FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 1 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT AMAXIMUM OF FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING 7 �^ PER NAILING SCHEDULE. Z Z v, 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 Q 9 3: F _J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. Q O L^I_ CONTINUOUS FLASHING 2X P.T.LEDGER; MUST BE ONE SIZE EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE GREATER THAN DECK JOIST AND ..I W PAST JOIST HANGER GREATER THAN DECK JOIST AND NO GREATER THAN THE DEPTH OF THE RIM (JOIST NO GREATER THAN THE DEPTH OF THE RIM JOIST ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-D)PPPED SIMPSON BSC SIMPSON BSC O ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED GALV LAG SCREWS PER TABLE R507.2 AND Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND PLACEMENT OF LAG SCREWS PER FIGURE Rt507.1(1) PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) see Schedule on DWG-1 CUT PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond POST TO HEADER CONNECTOR POST TO HEADED CONNECTOR see Schedule on DWG-1 LENGTH tip of lag screw shall fully extend beyond the Inside face of the band joist. SIMPSON ABU POST 12"Min TIMBER TECH- I I TIMBER TECH- I !*,—_RAILING POST, SIMPSON ABU POST 4"TREATED POST O CONCRETE BRACKET the inside face of the band joist. "WEATHER TEAK" WEATHER TEAK" MIN 4X4 WITH VINYL COVER GALV.DECK HANGER 4"TREATED POS TO CONCRETE BRACKET OR SIDE COVER 2"MINIMUM COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIMPSON LUS26 @ 2X6 SIDE COVER 2"MINIMUM 6"TREATED POST �• ATTACHED PER ATTACHED PER SIMPSON LUS26 @ 2X6 SIMPSON LUS28 @ 2X8 0• CLEAR MANUF.SPECIFICATIO I I MANUF.SPECIFICATION I I 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 2X8V- I SIMPSON LUS28 @ 2X10 2-1/2"GALVINIZED CARRIAGE BOLTS SP @ 2-1/2' GALVINIZED CARRIAGE BOLTS R SIMPSON SD STRUCTURAL LO THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL CONNECTOR SCREW I I JOIST W/ iv = 2X LEDGER WITH FASTENERS IN ACCORDANCE CONNECTOR SCREW GRADE �� (N 1/2"DIA.GALV BOLTS W/ - 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 GRADE ADHESIVE ANCHORS:HIGH-STRENGTH Use 1-1/4" Metal N w MIN. LOCK WASHERS. WITH TABLE R507.2 " ADHESIVE ANCHORS:HIGH-STRENGTH EPDXY ANCHORING ADHESIVE FOR Coil Strap 20 Gage o LLI SIMPSON DTT2Z W/(8)1/4"x 1-1/2 SDS SCRE-WS EPDXY ANCHORING ADHESIVE FOR USE WITH THREADED ROD 12"Min 12-1/2"MIN. 2 X JOIST G N SIMPSON DTT1Z W/(6)1/4"x 6"SD SCREWS N ALLOWABLE LOAD PER TIE: 1,825 LBS USE WITH THREADED ROD-OR USE: Z MECHANICAL ANCHORS;SIMPSON (5) 8d common nails r' Z MAX. •0 2x RIM JOIST ATTACHED W/ " ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) NOT LESS THAN 4 LOCATIONS SPACED EQUAkLLY Z MECHANICAL ANCHORS;SIMPSON WEDGE-ALL WEDGE ANCHOR �' in EACH END at W Z 2"MIN. (3)#10 X W WOOD SCREWS NOT LESS THAN(4)LOCATIONS SPACED EQUALLY \�_ AND TWO WITHIN 24"OF EACH END OF DECKC. WEDGE-ALL WEDGE ANCHOR 14"DIA.CAST-IN-PLACE • " AND TWO WITHIN 24"OF EACH END OF DECK 3" HOLD DOWN DEVICES SHALL FULLY ENGAGE: M CONCRETE FOOTING,DOWN „ EACH Stud. m p < DECK JOIST PER HOLD-DOWN MANUFACTURGER. M 8d 6 oc Along W 14' DIA.CAST-IN-PLACE TO VIRGIN SOIL @ g 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST 3��, OR CONCRETE FOOTING,DOWN FOOTINGS MUST (MIN 36"BELOW GRADE) Braced Wall Panel F- —L THRU BOLTS BLOCKING o FOOTINGS MUST TO VIRGIN SOIL BEAR ON PER R507.3 FOR DECK FOOTINGS a W/WASHERS OVER BEAM SIMPSON BC SIMPSON DTT2Z W/(8)1/4"x 6"SDS SCREWS W W3/8"DIA.LAG SCREW PREDRILLED BEAR ON (MIN 36"BELOW GRADE) UNDISTURBED FIGURE R602.10.8(1) BETWEEN EACH POST GIRDER e, ALLOWABLE LOAD PER TIE: 1,825LBS TO CENTER OF TOP PLATE,STUD UNDISTURBED PER R507.3 FOR DECK FOOTINGS SOIL 30"x 30"x 12" FOOTING TO VIRGIN SOIL U) CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" MIN THREAD OR HEADER SOIL (MIN 36"BELOW GRADE) JOIST OF EACH END OF DECK: PENTRATION WALL TO WALL STRAP MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED W/MIN 3" P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION PENETRATION TO CENTER OF TOP PLATE, EXTERIOR DECK JOISTS PARALLEL TO FLOOR JOISTS CONNECTION a, PORCHES & DECKS NTS P.T. POST TO CONCH. PIER & FOOTING DECK/ GIRDER & RAILING DETAILR507 EXTERIOR DECKS STUD,RIM JOIST. LATERAL LOAD CONNECTION NTS CONNECTION (CD PARCHES & DECKS NTS SIMPSON ABU INSTALLED IN ACCORDANCE /� `— NOTE; 8d COMMON NAILS ARE ALLED IN ACCORDANCE 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 1 2 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 `t WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 1-1/4" x 20 gage G-185 1-1/4"x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap ' 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails EXTERIOR OR ( ) 507.9.1.3(2) Z FASTENERS BEARING WALL N— IN 2 ROWS at each stud at each stud PLO � TOP PLATES TOP PLATES Strapmay be attached OVER the lyw plywood OR directly to Strap may be attached OVER NOTCH GREATER 08 QO QO (O TO 5.5"MIN FOR 2X8* C studs. the plywood OR directly to THAN 50% l= 6.5"MIN FOR 2X10 Studs. (PERCENT)OF V 5 MAX PLATE WIDTH AGE(0.058 METAL TIE FASTENED ACROSS AND �-+ r"I es AND 1.5 IN.WIDE STUD BORED HOLE MAX. STUD 7.5' MIN FOR 2X12 - BORED HOLE MAX. DIAMETER 160% QQ l� O QO CV rap strap under sill F--� ,n o DIAMETER 40% (PERCENT)i OF STUD r TO THE PLATE AT EACH OF THE ..` (PERCENT)OF DEPTH and attach to sill plates �� NOTCH WITH 8-10D NAILS EACH SIDE a� M ,� a ,� MUa STUD DEPTH . ;�;.. 3-16d @ 16 ocAlong W r 1 'b 1 o 5/8"MIN. 5/8"MIN. 5/8"MINI /8"MIN. 2' MIN LAG SCREW OR THRU-BOLT - Braced Wall Panel V F�•� 0 •'� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — — • • w N U NOTCH MUST NOT NOTCH MUST NOT ( III II • ��•a` CV FIGURE R602.10.8(1) TOP PLATES o EXCEED 25% 0 EXCEED 410% 0 _Ij! - (PERCENT)OF (PERCENT)OF 0 ' all a •.a a` r IPE tn TO 44 STUD DEPTH STUD DEPTH O M Fz1 PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD VO IF HOLE IS BETWEEN BORED HOLES SHALL C 40%(PERCENT)AND NOT BE LOCATED IN STRAPPING BORED HOLES SHALL THE SAME CROSS PER FIGURE R507.9.1.3 (1) co�W=11511-iv 60%(PERCENT)OF Wra stra under sill NOT BE LOCATED IN SECTION IN ST CUT Applies to Garage Wall and • p pSTUD DEPTH THEN OR NOTCH INI STUD • � - •THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" ,SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ,111= �, and attach to sill plates OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF —lJja I s i FIGURE R602.�. ARE DOUBLED TOP PLATE FRAMING TO AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR ACCOMMADATE PIPING WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURtE R602.6(2)NOTCHING AND NOTCIHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 • WALLS AND BEARING WALLS NON BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. l Fireplace enclosure Thin profile structural insulated to top heatfhing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the glued together MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation way for access thin profile structural 9 g see plan w/ ATTIC INSULATION Exterior Fill entire Cavity to CONTINUOUS BEAD Y sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams behind tub Tub attic hatch - R-val support Non-crombustable sealant OF SEALANT subfloor Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blOCking UBFLOOR GLUED,CAULKED Sealed to-,- � Air Se I exterior insulatio re uirem n access opening Sealant or �r OR GASKETED TO RIMQ insulation from Continuous B®a wall - /4 structural sheathing JOIST/RIM CLOSURE floor Gasket 1 falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant / access adhesive at periimeter and seams. / solid blocking SILL PLATE INSTALLED 1" min Rigid / or rigid insulation Weatherstripping z Sealant /' \ OVER GASKER SILL g PP� g eat stairs Adhesi Casin EXPANDING FOAM SEALANT Pre-Fab Fireplace sealed' around Panel Z Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap J 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk .J Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase W attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL C(� PULL-DOWN STAIRCASE - DRAFTSTOP & SEALANT'AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING O EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL t� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL � }- TO BAND JOISTSai' ..::•,"� J This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace Installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover Q Z - •• L(. Q ENERGY NOTES Eave baffle installed " 9a. R403.3.2: Duct Sealing Mandatco Ducts air handlers and filter boxes shall be sealed. 1. All design &construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave .,. T W .J Joints and seams shall comply width Section M1601.4.1. " t 2020 Energy Conservation Construction Code of New York State. P Y ? J W O „ „ visit „ „ vents. Baffle shall extend over The �: • The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS (Rater) using the Manual J & D submitted at CO. '' 1 �,k,. ? -- wr - Table R402 4 1 1-Air barrier alnd insulation installation. the top of the attic insulation • energy efficiency program to exceed the energy efficiency required by this code. - w 9b. R403.3.3: (Mandatory) Duct testiing- Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. All HVAC, Plumbing & Electricals stems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the R402.2.3 '- TABLE R402.4.1.1 9 Y P 9Y „ „ ( ) AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual J & Manuals S & D ;submitted at CO. 2 X CJ W/ INSULATION i ♦ '.. aaf T Fascia/ AS PER DRAWINGS COMPONENT AIR BARRIER CRITIJ;RIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed b the builder 9c. R403.3.5: Building cavities shall snot be used as ducts or plenum. Typ m P ( rY) P Y General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see . ' OR HERS RATER _ W z LL i .♦ p �3 �• W I E w; requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical;system piping insulation carrying Const. Dwgs w #' -• q gfluids> 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. U) 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g 9 { Q Q Exterior thermal envelope conttains a Buildingenvelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. SEALANT 4 } I f O continuous air barrier. P (P P )P y 11. (R403.3.5)Building Cavities (Mandatory) Breaks or joints in the air barriier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall noti be used as ducts or plenum. Typ. Exterior wall sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs J A 12. N1103.5.1 (R403.5.1) Heated waiter circulation and temperature maintenance systems (Mandatory) t I x t Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 5. Installation-the components of the building thermal envelope shall be installed in Heated water circulation systems;shall be in accordance with Section N1103.5.1.1. i t O installation density of the insulation shall be at the manufacturers'product accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenaince systems shall be in accordance with Section N1103.5.1.2. recommendation and said density shall be maintained for all volume of or an approved third party using manual "J", "S"&"D". Automatic controls, temperature sensors and pumps shall be accessible. ` each cavity.Batt type insulation will show no voids or gaps and Manual controls shall be readily«accessible. maintain an even density for the entire cavity.Batt insulation shall be 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 d installed in the recommended cavity depth. Where an obstruction in through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAYE the cavity due to services,blocking,bracing or other obstruction The building shall be provided With ventilation that compiles with the requirements of E o exists,the batt product will be cut to fit the remaining depth of the Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other apprroved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE N I E 12 cavity. Where the batt is cut around obstructions,loose fill insulation air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic orr gravity dampers that close when the ventilation system 0 o c shall be placed to fill any surface or concealed voids,and at the test results shall be signed by the party conducting the test. is not operating. 5 t ` y T manufacturers specified density.Where faced batt is used,the o $ = y Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM �•• . 8 _ a -o = =0 0 installation tabs must be stapled to the face of the stud.There shall be N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy _. _ 8 0 6 9 5 o o no compression to the batt at the edges of the cavity due to inset Fans used to provide whole-house meechanical ventilation shall meet the efficacy requirements INSULATION, R VALUE IN w -o•a, 15 8 0 P g n' 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside P Y q �M� ��y,��"�� - 'a� �.� 8� 0 8 w � stapling installation tabs. P g g P of Table N1103.6.1. Exception:WherEe an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH � _ E ° , CD P g combustion air. Factory built fireplaces shall be listed and labeled P 9 g 8 y _ .y _ °3 according to UL 127. equipment is used to provide whole-hiouse mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT o Insulation that upon installation readily conforms to available space g "" '- �'� � o o $ "� d powered by an electronically commuttated motor. as backdam iR shall be installed filling the entire cavity and within the manufacturers' TYR ROOF CONST. .! �'"' = o 0,a� density recommendation. 8. R403; Systems: N 1103.1.1 (Mandatory) programmable thermostats shall be c__ _ H o. Lr provided for each separate heating and cooling system.Temporarily operate 14. N1103.7(R403.7) Equipment siziing and efficiency rating (Mandatory) '` t a= a o P P g g Y P Y P Roof underla ment y � _ ° 0 Cr -0 o� o Ceiling/attic The air barrier in an dropped The insulation in an dropped ceiling/soffit/soffit shall be aligned with the the s stem from 55 F to 85 F. re ro rammed thermostats be manufacturer Heating and cooling equipment shhall be sized in accordance with Y 2 X CJ W/ INSULATION `` '} w o = Y PP Y PP g g y P P g sealed to drip edg ` - m, E'°J9� a E = a ceiling/soffit shall be aligned wvith the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on buildimg loads calculated in accordance with ACCA AS PER DRAWINGS t y gaps Manual J or other approved heatin and cooling calculation methodologies. OR HERS RATER eranrh 6rEe take-offs andjoints , ' - = i >_ 0 812 insulation and an a s in the.air barrier pp g g g �` ¢ y � = d o sealed. 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 V. j i=- 8 0 R C m a o Access openings,dro down sttair 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 than the minimum required by federal law for the Typ Fascia/ P Y Pgeographic location where the a ui ment is installed. Soffit see ' wall doors to unconditioned atrtic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts Gl P SEALANT in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs shall be sealed. 15. N1104.1 R404.1 Lighting a ui anent(Mandatory) non-vented in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. ( ) 9 9 q P ( rY)Walls The junction of the foundations and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the peermanently installed lighting fixtures shall contain only high-efficacy lamps. plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal Y 9 Y T Exterior wall `~� �',""-� ...��� •w top plate and top of exterior walls shall be resistance of R-3 per inch minimum. YP• - -. J •J sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const, Dwgs installed in substantial contact and continuous alignment with the air W Q barrier. �-- Windows,skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2 1 OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. INDOOR DEISIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air-barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COCOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain 40'N 70' 75' dth 63'wb above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 12.5 DEG 84 DEG 1 ( ) 57.5 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 SUMrWIER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. 9 15 7.5 71.5 M 30% 45y-55% DEVICE _ N Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be O p shall be covered with a Class L,black permanently attached to the crawlspace walls. N W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) O O taped. 0. Z Shafts penetrations Duct shafts utility penetrations,and flue TABLE M1505.4.3(2) LJ- - - - - - - - - - - - - - - - - - - P t3 P WINDOW m CO shafts opening to exterior or INTERMITTENT WHOLE-HODUSE MECHANICAL VENTILATION RATE FACTORSa,b W LOCAL EXHAUST RATES TABLE M1505.4. unconditioned space shall be sealed. 24" W RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW F- Q AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66°k 75% 100% PASS THROUGH FALL PREVENTION Lu U SEGMENT � DEVICE CONFORM TO W FINISHED FLOOR HEIGHT ASTM F 2090 � C) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to HEIGHT ABOVE the correct density without an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOORAl tY Y g P Factora 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE 1� compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a.For ventilation system run time:values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided betlween the garage and INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. FLOOR AND GREATER THAN 72 ABOVE THE FINISHED g P g P g g GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE ~ b.Extrapolation beyond the table,is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal rM�, envelope shall be sealed to the dsrywall. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4.3 1 ( A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: r Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION T gaps or compression where cut to fit.Insulation that on REQUIREMENTS PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall ,___ - extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r„s DWELLING UNIT OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 rn O Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be v exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2-3 4-5 6 -7 >7 rough and seal v 4 tubs. I rough opening N 1101.14 (R401.3) Certificate (Mandatory) E"'I `� �. �, cd (square feet) �---� kn Electrical/phone The air barrier shall be installed behind electrical or Airflow in CFM ^ .> M � box on exterior wall communication boxes or air sealted boxes shall be installed. _-, A permanent certificate shall be completed by the builder or other approved party and posted on a wall W -d i� O in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC register boots that penetrate building thermal < 1,5013 30 45 60 75 90 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit -d N boots envelope shall be sealed to the subfloor or drywall. _ p y O r„i directory label, service disconnect label or other required labels. The certificate shall indicate the Concealed When required to be sealed,concealed fire sprinklers shall 1,501 -3,000 45 60 75 90 105 predominant R-values of insulation installed in or on ceilings, roofs walls foundation components sprinklers only be sealed in a manner that is recommended by the p g p manufacturer.Caulking or other adhesive sealants shall not Rigid insulation Weather-strip door such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O be used to fill voids between fire,sprinkler cover plates and 3,001 -4,500 60 75 90 105 120 (recommended) opening and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. Minimum R•5 threshold g from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. 4,501 - 6,Oo0 75 90 105 1 ZO 135 Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Wall Access panel covering the largest area. The certificate shall indicate the types and efficiencies of heating, 6,001 -7,500 90 105 120 135 150 Weatherstripping and insulation cooling and service water heating equipment. Where a gas-fired unvented room heater, 3 Detail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall > 7,500 105 120 135 150 165 indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater," For SI: 1 square foot 0.0929 m z, 1 cubic foot per minute=0.0004719 m 3/s. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, = electric furnaces and electric baseboard heaters. 68'-0" TYP EXT.WALL 16'-0" 16'-0" 20'-0" 16'-0" 01 TYP EXT.WALL SILL PLATE TYP.FLOOR CONST yy m (2)2x6 P.T.SILL PLATE W/MIN. w TYPICALANCHOR BOLT -R403.1.6 Z It MAXIMUM SPACING: 1/2"@ 72"O.C. TYPICAL COVERED PORCH FOOTING TYPICAL ANCHOR BOLT -R403.1.6 > EMBEDMENT OF 7"WITH NUT&WASHER. .a 30"X 30"CAST-IN-PLACE PIER FOOTING MINIMUM MAXIMUM SPACING: 1/2"@ 72"O.C. . • ' 2 BOLTS PER PLATE AND HOLD AT LEAST 36"BELOW GRADE.16"DIA CONCRETE PIER EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. a' ONE BOLT-12"MAX AND 3-1/2"MIN OFF 4"PRESSURE TREATED POST - SEE DETAIL 14 Z 2 BOLTS PER PLATE AND HOLD AT LEAST ENDS OF PLATES. ° ON DWG 2 FOR STRAPPING AMD UPLIFT ONE BOLT-12"MAX AND 3-1/2"MIN OFF °`' SHIELD&SILL SEALER TYR CONNECTIONS. ENDS OF PLATES. TYR CONC.FOUNDATION BARS,GRILLES,COVERS R310.4 2X10 DECK FASCIA BOARD • J TYR CONC.FOUNDATION .______-, ___-, ______, BARS,GRILLES,GRATES OR SIMILAR ; , , , , ; , , , , , ,' , �------- DEVICES ARE PERMITTED TO BE PLACED ' '_ _ _ _ _ _' _ _ _ OVER EMERGENCY ESCAPE AND RESCUE I +a ---_---__---~�=p= ~- __ _ _ _ _ _ _ _ _ ~ '— _ _-_ rt '_ — _ __ "' ►- _ _' --- -0 ----------- - -E�=E='___________---— �=F='-= _________±_E _E_'===___=====c xCE�= ='_______-_____ l=1=Il31 1 ANCHOR BOLT DETAIL '2i2x10 P.T. IRDER I -,- --- ---- - , OPENINGS PROVIDED AS FOLLOWS:NET , r_. , •_ I _ , •_ 2±-2x10 P.T.GIRDER , _- , , -- _j 2.2x10 P.T.GIRDEf ' 1 _ I' CLEAR OPENING SIZE COMPLYING __ ____ ' '______ _' ' ____ _ ' ' ______ _______ I I ; 0 ANCHOR BOLT DETAIL SCALE: 1/2"= 1'-0" WITH R310.1.1 TO R310.2.3AND SHALL I ` Y o SCALE: 1/2"= V-0" BE RELEASABLE OR REMOVABLE " m I 4'_8"FROM THE INSIDE WITHOUT THE USE 16 DECK FOOTING U SEE DETAIL13 ON DWG-2 p I o J ` OF A KEY,TOOL,SPECIAL KNOWLEDGE I o `Q `O r FOOTING SIZE PER TABLE co m (0 •� OR FORCE GREATER THAN THAT REQUIRED I Y in x f- FOR THE NORMAL OPERATION OF THE `r° R507.3.1 FOR DECKS N ESCAPE AND RESCUE OPENING. o 20'-0" Z b I 00 ____-10 2X10 DECK LEDGER -_---- - . I tO 2-2xl0 P.T.GIRDER 1 Q N Cl) rn ,`---------------' ----- SEEDEI_'12N4tNS�2---- - - ar---------T, .-- 42"HT.RAILING O ' _' '_ ='=============== _='= ='____ ---- --3 0 c OFF FINISHED GRADE BALUSTRADES SPACED SO THAT A LADDER&STEPS R310.2.3.1 DECK LATERAL HOLDOWNS _�' _�' a • d " ° ° '• •- ° • ° ' ' ' J 1 1 MIN.34"OFF TOP OF CONCRETE 4"SPHERE CANNOT PASS ( SIMPSONDTT2Zw/(8) 1 .________________________________ ________, , , UJ WINDOW WELLS WITH A VERTICAL BLACKALUM. o DEPTH GREATER THAN 44 INCHES I 1/4"X 1-1/2"SDS Y ° p _ `T SHALL BE EQUIPPED WITH PERMANENTLY WITHIN 24"OF EACH END 2X10 DECK LEDGER SEE DETAILS ON DWG-2 i i i i i i • AFFIXED LADDER OR STEPS USABLE SEE DET. 11 ON D G 2 , , , , Z ' I iv WITH THE WINDOW IN THE FULL OPEN _ ___ _______ °X° - m o� ' a ' •" 1 I POSITION. RUNGS SHALL HAVE AN 77 INSIDE WIDTH OF AT LEAST 12 INCHES ; a • d ° '• d• ° °> ' > d ; O SHALL PROJECT AT LEAST 3INCHES ' •----------------------- ---------------- v, wRADE GRADE � 4"MAX.Mom• FROM THE WALL SHALL BE SPACED NOT MORE THAN 18 INCHES ON-CENTER `',° Beam Pocket(typ) ;tD -----; ; .� 2X10 DECK LEDGER ' v Peam Pocket(typo---- ' ' I I Q W V) N SEE DET.11 ON DWG 2_ I ' v VERTICALLY FOR THE FULL HEIGHT OF , , I , n _______ _________ • ____ a 1 4 11" Z THE WINDOW WELL. , ,shim as req d -_-- , , (3)1_3/4"x11_7/8"LVL ° Q Q - ---- shim as req d ; (3)1-3/4"x1h-7/8"LVL •�� 36"HIGHH DRAIL I °a T- - , - -,- -� d . p d d , d • d . d -,-------------, - ------- ------- , Z L +---------------- 6-- - --------------- -�-- -I-- T ♦^ �• a• • f0 ' ~ ----------------- --__-----•.w..-I-.T.,� ----1_-------- _------+ D , , I v, �, LO ' z �! 3..' .: #5REBARS a, WINDOW WELL R310.2.3 ; ; O @ 12"oc HORIZONTAL AREA SHALL BE , ° , " ' o ^ L.J,. 7 7'-4' 7'-4" 21-4 -3 8-5" 4 4-0" �L 8"POURED CONCRETE . '_ " ° ' ' ' ' ' MIN 9 0 SQ FT WITH A �' , 6 , o, w •r. 3500 PSI P.C. HORIZONTAL DIMENSION a I of : O PITCH CONC. OF MIN T-0"TO ALLOW FOR ; vi P p 15'-1'/" : ° : 1/4"PER FT MIN. n/ EMERGENCY ESCAPE AND ° ' • U v Z w ' L.L Q O OMPACTED FILL ; ; o ° UNFIN. BASEMENT o o Z x 1 I , , RESCUE. LADDER SHALL BE �* O O Q ' ; 4 1 1 6"CAST IRON DRAIN ,•_ PREMITTED TO ENCROACH Cn � ' _ 'O tto NOT MORE THAN " w O I ' O AS PER SECTION R506. 0 p<O REQUIRED WINDOW WELL c9 i 1 _J w 4" CAST-IN-PLACE CONCRETE O Q F--�j � EXTERPQ� LIGHT . `• ` O W y SLAB W/6 MIL VAPOR BARRIER N p m W _J W AOVE ; °DEPTH.12"x20"POURED CONCRETE FOOTIN N ' 2� 1 U�w0 O ,TO BEAR ON UNDISTURBED SOIL •," r 'I • ` $ HC¢w 'Q . ;TYP. CELLAR ENTRANCE DETAIL L TYPICAL INT FOOTING/COL � a w' a 36"x 36"x 12"THICK w >w I PERFORATED 70 GAL DRUM ; , CAST-IN-PLACE CONCRETE Cg OZ •X FOOTING W/4-#4 REBARS E.W. o w w �, 1 , A � € y.0 o 0SCALE: 1/4"=1'-0" 1 ' '- LL " Zo ° &4"DIA STEEL COLUMN � N j z $ ' o c 43 o TMWw '✓ m ; c ca_ I 'C 8'-6Ys" 42'-l'/z" _________ . yoo $� yo .Z5 O aI p O ID y It 8'-5/z" 8-5' 8'-5" 8'-5" 8-5" ', 8O"OUTSIDE CONCRETE WALL(DROP TOPOF WALL 3") c o bc' o c y Q� = 3 n ON MIN 16"X 8"FOOTING WITH Q c m $ra w >S ' "--------, -----, i • i 4"CONCRETE LANDING& m co.o c c f0 y a o c •--------, , L • _3'�3"xaA"-- `------------------ ----•- -- ; (3)1-3/4"x11-7/8"LVL i _ i ,� i �' (3)1-3/4"x11-7/8"LVL ; i , i °a i MEETING4"DRAIN TRODRYWTAIRWAYSRETESTA4IR o CA Q C- y og t • ------_--a0------------------------- v p -----------------,--- --,----------------I--- --I----------- --r--- ---rl---- _-----._�.,-- -_,--------- --^----t I " p16C _ 0. 6 v o c 1_ ___ ______-____-__ _ __ _-_--__-_ _ _ -_ _--__-_-__--,. ,,,, -_r.l_-_ -_- -______1 1 ,� fC 7 � fA - p d ° • d . p d - - ------------- • , - -�-- -�- "i-- - - - -`- "i" I I NOSING. 36"HIGH GUARD RAIL ON ,Mp c c 4 ! HANDRAIL PER R311.7.8 34'-38 ABOVE c`$ y m t- E DN e----- --------------------------------------- ' '---------I I I I I , I I I ' ° f • , e ° - `"+ - ' ' I I I 1 1 I Beam Pocket(typ), ° TOP OF CONCRETE WALL. 0 c $'.E m a�v m� $� � ° ---- -----' ---J shim as re 1 , c in ; ° ; --------' •---- •- •----- � � • � (2) #4 REBARS ABOVE DOOR OPENING. � $ N m o• � cco a._o 16'-0" 7'-10Yz' ' a ' --------- 42'-1Y:" 8" i ' I ' 1 ° 23'-10'/2" ,. --------- • 0 8 I , i av i v 2'-10" ------ - i ', ' WINDOW WELL R310,2.3 1 �° I ' "° •- o, ; ° a ; HORIZONTAL AREA SHALL BE ° --------- SMOKE O= 1 , MIN 9'-0"SQ FT WITH A UNEXCAVATED ° •-_----- ; --------- ALARM O o w M o= ; so N HORIZONTAL DIMENSION cn f-0 tN OF MIN T-0"TO ALLOW FOR TYPICAL GARAGE SLAB e 4" CAST-IN-PLACE SLAB - - -• a ' ------"-- ALARM CO g _ • in J- M O c� I ,o w EMERGENCY ESCAPE AMID W/6X6 W4.0 X W4.0 WWM 10 ; ° ,�z¢ ►+ _ ; O RESCUE. LADDER SHALL BE --------- - io J , w PREMITTED TO ENCROACH 1 PITCH SLAB-1/4"FT TO , , , 1 , LL L�¢0 -' ' NOT MORE THAN 6"INTO • GARAGE DOORS • , ° , 1 0'u i o o I oo , , , UP _ 2 d Z S , I REQUIRED WINDOW WELL c��1 °ro i i i i i i p w it ' DEPTH. '�W LL , D ia i CONCRETE STEPS 1 a i ----------i - --i ---------------------------- -------------- - Fw-�Qw - --------- - - ' tjn mo 1 0 , TYPICAL GARAGE WALL FOUNDATION ' d , d , i o, o d D d p v p 4 p .v p°4 • p ,v .° na 4 dp v °v , a O W W ° i IN ACCORDANCE WITH CHAPTER ----- ___ __________ ___________________ ______-__, 5;z ' ------ -- o I 4 I ----- TABLE R404.1.2 8 2'-10" 3'-3Yi' 1 a' SLAB LEDG w / ): °° ; (2)ANCHOR BOLTS TOP OF FDN WALL , 4 ' v '�'o z= IN EACH CS-PORTAL �" r� , , >- i i FRAME WALLABOVE 4"ABOVE GARAGE i i FLAT SLAB ' 4 ' ' ni J~ 8" CAST-IN-PLACE WALL WITH a i -SEE SLAB o , : - ' ---- ------------------------------ -------- ----------- ' ---------_., `�'acwi° - ------ SECTION -- e 4" CAST-IN-PLACE SLAB -Q • o ,° ; N HORIZONTAL REBAR; 1-#4 BAR 12" FROM TOP & v� ETAIL30NPG2 ; D W16X6W4.0XW4.0WWM n • d p d p d d . p d • ° o o Q `�^�---_ --_- _ _________ , PITCH SLAB TOP OF ; _ __ _ _ - 4°- co � 1-#4 BAR AT MIDSPAN. ° DROP TOP OF CONCRETE -_ ____-- ---------------------- -----_-_ . , N W i v i AS REQUIRED FOR SLAB 8"ABOVE GARAGE ,°a ; N EXTERIOR PATIO SLAB ° • y v u A� v ° ,- ° ; GARAGE DOOR,SEE PLAN FLOOR , FOR GARAGE DOOR SIZE I I ' Z 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ° ;_____ ___________________________ ______-------------------------_ __; ;_____-_________-- o 6"4000 PSI CAST-IN-PLACE SLAB WITH 3 -#4 REBARS CONTINUOUS IN FTG. ° v o 0 o a o o O 6X6 GRANULAR WELDED WIRE MESH N m 2 - 2 x 6ACQ SILL PLATES COPPER TERMITE ____ ____ _____ _________________________ ______________._-__________________ OTCHSLALARCOMPARAINCTED LL. o --9`0 x'f-0-- -9'-tl"x t='0"- PITCH SLAB AWAY TO DRAIN W � W SHIELD, EXTERIOR DAMP-PROOFING, ALL a —' FOUNDATION FOOTINGS TO EXTEND TO (2)ANCHORBOLTS ;' � w LLI VIRGIN SOIL & BE FULL HEIGHT OR STEP IN EACH CS-PORTAL FOOTINGS 1V TO 2H SECTION-SEE I e DETAIL 3 ON PG 2 �a 2'-4" 9'-0" 2'-4" 9'-0" 9'-4" 01 r #4 REBARS 32'-0" 20'-0" 4'-0" 8'-0' 4'-0' cry ' n �✓ MAXIMUM 12"FROM TOP #4 REBAR 68'-0" #4 @ 41"O.C. #4 REBAR 12"FROM TOP #4 REBAR 9'-0" WALL HEIGHT a #4 REBARAT MIDSPAN C FOUNDATION PLAN A B o #4 REBAR 8 SCALE: 1/4" = 1'-0" 8 $ --- ,`_' 12"FROM BOTTOM w�> PROVIDE FIRE BLOCKING IN �l fit' r- ��, By ��/ H � �^ ACCORDANCE WITH R302.11 ? M OF THE RESIDENTAIL CODE. BOARD OF ? .i.�S I EES [�] �3- BARS IN FOOTING r°', �d i O 3-#4 REBARS CONT. TOWN OF SOUTHOLD U o0 S Smoke Detector C x .b N Carbon Monoxide Detector nT �;\ \�j �� � o `� MCS TYP. GARAGE REBAR SECTION refer to DWR-1.GeAeral Notes I � refer with action of the TYPICAL ANCHOR BOLT -R403.1.6 SCALE: 1/4" = 1'-0" 2020 IFC,R314,R315 of the Residential MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH �� O BASEMENT WALL SECTION code of NYS NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. SCALE: 1/4" = 1'-0" Mechanical Systems 1. Wails 24 inches total length or shorter connecting offset braced wall R404.1panels shall be anchored to the foundation with not fewer than one anchor bolt Concrete Reinforcement for Foundation Walls located in the center third of the plate section and shall be attached to adjacent Concrete foundation walls shall be laterally supported at the top and bottom. THE MECHANICAL-HVAC SYSTEMS braced wall panels at corners as shown In Item 9 of Table R602.3(1). (Fastening Schedule) Horizontal reinforcement shall be provided in accordance with Table R404.1.2(1). SHALL BE DESIGNED AND INSTALLED Vertical reinforcement shall be provided in accordance with Table R404.1.2(2), IN ACCORDANCE WITH PART-V 2. Connection of walls 12 Inches total length or shorter connecting 4 R404.1.2(3),R404.1.2(4),R404.1.2(5),R404.1.2(6),R404.1.2(7)or R404.1.2(8). offset braced wall panels to the foundation without anchor bolts shall be permitted. Vertical reinforcement for flat basement walls retaining 4 feet or more of The wall shall be attached to adjacent braced wall panels at comers as shown In unbalanced backfill is permitted to be determined in accordance with Table R404.1.2(9) Item 9 of Table R602.3(1). (Fastening Schedule) 2X6 ON FLAT BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES .; (AT WALL BRACING :• LOCATIONS) '• • 68'-0" 1/2"RATED 16'-0" 16'-0" 20'-0" 16'-0" PLYWOOD OR OSB RATED Z SHEATHING RIM JOIST 8'-0" 8'-0" 10'-0" 10'-0" 8'-0" 10 8'-0" 70, SLOPED JOIST HANGER , MIN.CAPACITY OF 625 LBS. e 4'-8" 5'-4" 5'-4" 4'-8" �..� AT EACH STRINGER --------------- ------------- - 6X6 P.T.POST -------------- 0 FINISH TO �� -------------11 DECK STAIR ATTACHMENT 8"X 8"W/ " AZEK I I SEE NAILING SCHEDULE I� - G Z WALL BRACING SHEATHING DETAIL NOT TO SCALE W .--J 0 b W DECK LATERAL HOLDOWNS ..1.. SIMPSON DTT2Z w/(8) ONE WITHIN 24"OF EACH END (3)1.3/4"x11-7/$"LVL ry� •� 3-Corner studs ` AND TWO SPACED EQUALLY connected to ALONG DECK 3-2X DETAILS ON DWG-2 R TO Q Q m � load transfer shear 6„ a Framing members W e (3)in 2-16d Nails TYR HDU2 HOLDOWN O @ 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws _ N ' TJ1560-11-7/Q%door Joists 16"OC Simpson 5/8" threaded rod I � 2-2xl0 (3)1-3/4" 11-7/8"LVL 2-2x10 Imo- .`__-_coupler-nut and SSTB anchor KITCHEN " a ( ry O O d' I•-� bolt thru-box and inbed BEARING LIVING ROOM into concrete foundation. I WALL and framing 0 I 4 3 .„ (2)1-3/4'x11-7/8'LVL FLUSH N I LL • Preservative-treated Cn I ( LISTED GAS M M '� o y � •°�° LL ' PRE-FAB FIREPLACE ih w c E barrier required for o �I ' O SEE-THROUGH WITH N `�' E'E B connectors in contact SEALED GLASS „ O N L 6 ( 't •„ n ^ ' 4'-7Y:' AS PER RESIDENTAIL ig-6 with treated wood CODE-CHAPTER 10 ° E g o` 8 `, .' ch � g DINING � I $ ya d = com ` °0 `�' I VENT TO EXTERIOR '$- y 0- a - 0 `vX v `�° ROOM c_ a r M , �, ' a When passing m c o c c iK SIMPSON HDU CORNER � r °0 through a 2 a� o $ HOEDOWN BOX FRAMING N ( a I I r- ' ' a c:l v ❑ ceiling,use rn c 0 o NTS �- m firestop spacer 2�s 0 0 3 s c E 2, c NTS o W500-0028 .� °c 6 8 a 0 a a) f. N Ocso ~ '(I r• I r $@X ' L C N BEARING 9 a QN WALL � orO'vT Ly c�EVJ wov`= �c b , Agor Joists ogI? M� 19 c dy O 14'-2%" 5'-9'/" v (D c a m 8 JS E' 3-1/2"x 11-7/8"LVL Flush ^S ' ' ,�' (2)1-3/4"x11,-7/8"LVL FLUSH CLEAR LEXAN GRATE COVER 3,- " _ _ _ OR STEEL SAFETY GRATE T-0" _ _ _ _ _ DN ® ' 2-2x10 R302.5.1 OPENING PROTECTION. ---_____ BALCONY LINE ABOVE t e � WINDOW WELL PANELS MUST „ f- EXTEND 4"ABOVE GRADE LEVEL INSULATED SOLID CORE ST EL ----- DOOR, CO SLOPE GRADE LEVEL AWAY FORM WELL I 24'-1" 20-MINUTE FIRE RAT D. 2' 4'-2" 3-6" 10'"8%" ' N 6" io 5'-11" 9'-2" 5'/z" o 5%" ----- --- 31/z" FAN 5'/z" o �- BILCO ESCAPE WELL OR EQUAL I W/SELF CLOSING DEVICE. o � INSULATED ESCAPE LADDER OR STEPS ' i `c Z _________ EARINGNWINDOW -WHEN HEIGHT EXCEEDS 44" 4 C WALLo rH- ------ - FOYER EAtMILY R09M u 2 CAR GARAGE g • OPEN�Q�160VE ❑ 3/4"CLEAN FREE-DRAINING STONE 1 O O OPEN TO ABOVE W TOP OF > INSULATE ALL WALLS AND 4❑ --------- • an AT LEAST 12"AROUND ALL SIDES U = • cn 2 El� � SI L I z p CEILING W/5/8"FIRE RATED cq I °z w OF WELL.FILL TO DEPTH OF - ---------- FOUNDATION �-� FOOTING , '� io GYP'BD. -' $ m 3 V' i x INSULATE WALLS 5' m 2'-7-7" 2'7'/z" 10 0 W N VERIFY CLEARANCES I v u, COMMON WITH LIVING :' I °�°O -WITH MANUFACTUERE o I MI,, •-moo ,II II ,, ,,I o M , 5/z� .0 !6 AREA N ' DN PROVIDE:HEATx ;, v v `n d UP N N $ o -,f MN U. DETECTOR PER R314.2.1 M I I I I 3-2x10 N I I I N I LO ' I `� ' ' ' MECHANICAL 68X96 LH ENTRY-2 SL N NO Q R302.5.1 OPENING PROTECTION , A WALL SECTION THRU. WINDOW WELL INSULATED SOLID CORE STEEL 1 Z -___ -------- -- c5zz N 1-0 ❑ ROOM MASONRY W 1-1/2" DOOR, - . I n- ~ wCl) CONCRETE FLOOR PORCH M WEATHER STRIPPED 3-2x10 3-2x10 5-1i2"x11-?/$ LVL FLUSH M NW/SELF CLOSING DEVICE. CO -------- - --- --- Z LJ.. I I I I I - I I I I ti 2-2x10 fb 0 Q W TYPICAL i ' i i I i 6'-8'/z" ----------- ----------- TYPICAL o W J CODE COMPLIANCE STATEMENTS: HDU5 I 2X8 RR @ 16"OC HDU5 PLUMBING NOTE: HOLDOWN ' I o _ -__ ________ @ " C155-3 j Q ------- --- 2X4CJ 16 OC HOEDOWN 2 1-3/4"x 14"LVL , (2)1-3/4"x 14"LVL , 2- C12-3 W 1. The windows selected for this project shall meet ALL PLUMBING SYSTEMS SHALL BE ";, , M M , , , ,�' 6X6 WOOD POST / W W U p 1 INSTALLED IN ACCORDANCE WITH FINISH TO 8"X 8" f ' '/ ` the egress requirements uirements of R310. PART VII-PLUMBING - - - - - - - - - - - - - - - - - - - - - -In 11 W/AZEK TRIM v g q 108X96-4 PANEL-2 WINDOW 108X96-4 PANEL-2 WINDOW C12 2. All windows shall meet Section R308 Glazing and All Mechanical Equipment and R308.4 Hazardous locatiions. ELECTRICAL NOTE: Appliances hawing an ignition source shall bet elevated 3. Windows were required shall meet the Window Fall ALL ELECTRICAL EQUIPMENT a minimum of 118 inches abovethe floor.In �I AND WIRING SHALL BE INSTALLED !! �H protection requirement FZ312.2. IN ACCORDANCE WITH PART Vlll-ELECTIRCAL Part V,Mechamlcal. with a OF THE NYS CODE. A MINIMUM OF 75%PF , 4'-0" 4-0" S �? 4. Bathroom windows shall meet the hazardous Section M1307 3 PERMANENTLY INSTALLED FIXTURES glazing requirements as 1per R308.4 MUST HAVE HIGH-EFFICACY LAMPS. 2'-4" 9'-0" 2'-4" 9'-0" 9'4" 10'-0" 10'-0" 4'-0" $'-0" 4'-0" 5. Stairs, landings, railings �& guards shall comply w with R311 & R312 MECHANICAL NOTE: THE MECHANICAL SYSTEMS SHALL 32'-0" 20'-0" 16'-0" 6. Outside lighting shall commply with RE 3803.3 BE INSTALLED IN ACCORDANCE WITH 10 01r 7. Stairway illumination shaill comply with R303.67 PART V&VI OF THE RC OF NYS. ALL MECHANICAL SIZING PER ACCA 68'-0" a and R303.8 MANUAL"S"BASED ON LOADS 8. Fireblockin shall I with R302.11 thru R302.11.2 CALCULATED PER ACCA MANUAL"J" g comply� DUCT COMPLIANCE WITH MANUAL"D„ MECHANCIAL ROOM 9. Draftstopping shall conform to R302.12 thru R302.12.1 install as per Code chapter 12-22 W a� o mechanical contractor to verify U U 10. Flames read and smoke!-developed index for walls R303.4 MECHANICAL VENTILATION. 0 p p size of room prior to installation of � �� DWELLING UNIT SHALL BE PROVIDED equipment and notify GC of Adjustments. 9-0 PLATE HEIGHT H•-� �.,^ M and ceilings shall compy with R302.9 thru R302.9.4 WITH WHOLE HOUSE MECHANICAL Provide 5/8"fire rated wallboard on �.( M M 11. Flame spread and smoke-developed index for VENTILATION IN ACCORDANCE WITH C interior of Mach.Room side and 1ST FLOOR PLAN A B w c, • �,, ,_, 3 insulation shall compy with R302.10 thru R302.10.5 SECTION M1507. g 1/2"fire rated wallboard on opposite SCALE: 1/4" - 1'-0" $ $ w b 0 side.Provide a Non-combustable floor - M 11. Recessed lighting fixtures rated for and Insulate walls common with heated N ,� membrane penetration shall meet ASTM Ell WINDOWS, EXTERIOR FRENCH &SLIDING DRS areas.Provide air from outdoors thru O SMOKE DETECTOR Plans indicates ANDERSEN series 400 Tilit Wash louvres according to Part V-Mechanical CARBON MONOXIDE DETECTOR O M and Fire Stopping as per ASTM E814 or UL 1479 Model Numbers and shall be In accordance with R609 Chapter 12 of the NYS Code. REFER TO DWG-1 GENERAL NOTES "n �O 12. Exterior Decks shall comply with R507. I co [NY]915.3.3 Residential Buildings and Commercial Buildings Ip Y VENTING OF EQUIPMENT IN ACCORDANCE WITH SECTION 915 OF THE AREA SCHEDULE With an Attached Motor Vehicle Related Occupancy To be designed & installed as per manufacturers 2020 IFC,R314,R315 OF THE RESIDENTIAL p y O specification for 140 ultimate design wind speed INSTALL IN COMPLIANCE CODE OF NYS NAME AREA Carbon monoxide detection shall be installed in a central or otherwise approved and Table 301.2(2), 301.2(3) W/PART V MECHANICAL FIRST FLOOR AREA 1714 sq ft. location in each occupiable space in a commercial building and within 10 feet of Provide HP LOW-E4 glass; U = .30, SHGC = .30 DIRECT VENT 0 TYPICAL the entrance to sleeping areas and sleeping units In residential buildings EGRESS: shall meet R 310 MAINTAIN REQUIRED SEPARATION HEATING SYSTEM HDU5 GARAGE AREA 488 sq ft. and commercial buildings that: HOLDOWN WINDOW FALL PROTECTION: shall meet R312.2 DISTANCE FROM ALL HEAT INSTALL IN COMPLIANCE SECOND FLOOR AREA 1567 sq ft. 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. PRODUCING EQUIPMENT TO W/RESIDENTIAL ENERGY p g COMBUSTIBLE MATERIAL AS PER 2. Share one or more common walls with an attached motor vehicle related occupancy,or See page one, general notes for additional MANUFACTURER'S SPECIFICATIONS &MECHANICAL CODE 3. Are located one story above or below a motor vehicle related occupancy. code requirements. AND LATEST MECHANICAL CODE. 52'-0" 16'-0" 20'-0" 16-0" (D Z 10 8'-0" 8'-0" 10'-01, 10'-0" 2'-4'/z" J ol . j W S L] J 2 pZ q LL 0 W � J - - - - - - - - - - - ..� w0 0 2-2x10 i (2) '-3/4"x 9-1/4"LVL Z Q 0 C1�4 I FAN / I O ® i i 9 .------------ MM -- ----- --- W Cn I IL FW060�8PALR Lo (2)1-3/4"x 9-1/4"LVL CU0 1� 0 U) Q O O 1 \ x10RAFTERSIi ini Z 2 (CD 16 oc / WALK-IN CEILING JO FW06068PALR 2N4 COLLARtES @ 48"oc (2)1-3/4"x 9-1/4"LVL O �. 15'/z" 15'-1" I 2'-1" 13'4- 4'-8" =0" ' 10'-9'/z" N / 3%z" 3'/z o ° 3'/z' 3'Y2" tq \ 3-M! 5'/x"o 1 m / BEARING ,�./ ? �I WALL � Imo.cn i WALK-IN i N \ 15'-1" N °c / cn w 7 CLOSET � � I E o 1 ° " ^ryiC BEDROOM#3 w f- N N �{ q.° � o o Lo o co, N\ N I � BEDROOM#2 •t�\� I > I ° o E i / �'� V-0"CLG HT c9 i 2 +4 w L 1 CD o � @v@ \ I Q k coO J o 8'-0"CLG HT df \� � �\ � � I �•°T' o,€ {� c ° ° o I m I-N ot5 ° op w m m co W co?� p.t O I op \ / O Q N N N \ ' / M I C c� �CF a C C 4)0 BEARING iv I8_5•-8" V- 2x10 LERS (cD 16"oc 'o fOc in L.7 3 N 15'/= c� V 11'-3'/z" 5'�AO � z° \ WALL 22x4 COLL�4R T JOISTS @ 486oc I c t 8 Q° c a-5- y o, c 31 " r c I M i yy °'to ; NB J _ E r c i 2'-8" ' 4 � coccc tp� yQ $r ° € _ I f0 d� - - - - - °° %L c-r- - — - — - — - — - — - 1 1-3/4"x11-7/8" VL RIDGE BOARD - - - - _- - - - - - � c- cAov' o{ V°;o ° g x 'Pull ( ) - -I- - - - - - „ off zr _ ca) ° R0 fw.. `� N t I Dow, I O r I �e$ f� m 'cJ L E rn I :r tairn'� HALLWAY S m ;'c c FAN N „ „ 8'-0"CLG HT i BEDROOM#1 ° , rLn c d o O M „ \ N 8'-011CLGHT I i��° 1 9 $ aimc � 9Ecl ® --- S c �' Em dom GUARDRAIL / \ M I 1 -4 DN 21 @ M cn CN o I in CLO q / w ° --------- I r- I SEAL&INSULATE O �. / I \ ,7 CEILING JOISTS(v7 16"o.c. ATTriC ACCESS PER ------ ° , r 1 Ix I S;ECT.11022.4 �� '- U SEE DET ON DWG-3 NSU 411 � ( \ FARING 15'-1" ATTIC -- "-- 10'-8'/z" I 2'- 3'-8" WALL OPEN TO BELOW oW I 5%z" HATCH ACCESS 5'/" ----- - / �I ' 1 i ' �-+ ------- OPEN TO BELOW !2, o f i O N (3)1-3/4"xl1-7/8"LVL 1 N BEARING/ __ _ N \ -'"" ' - — - — WALL ¢ cx I LA DRY R M .o, 2x10 RAFT RS 1 "oc ��,5' w l �I? I `�° o I I I 2x8 CEILING J ISTS @ 16"oc I- - - - — - — - — - — - — - — - �;o I I / i i i i 2x4 COLLAR TIES @ 8"oc D @ cn I o (2)1-3/4"x 9-1 LVL -Z0 2-2x10 sl - , y 1 ' w WITH LIMITED STORAGEA_! ------- UNINHABITABLE ATTIC 11_r-4 �x III `- E'nz.5 C12 C12 C11 C12 C12 , LOo — — — — — - _ _ - - - 04 UG L o o VENT CLOTHES DRYE oo X I (D IN IN ACCORDANCE WITH � / \ I 0 N I DRYERS EXHAUSTTHES I I r. Z w PROVIDE WATER-PROOF q W 2-2xl0 2-2x10 2-2x10 I PAN WITH CURB&DRAIN IC Lo — m 6 Q I. w u J L — — — C12 — — — — C12 — — — — — — — _ — J a W Q 2x10 RAFTERS 0 16"oc 3'-6Y4'" 2x8 CEILING JOISTS @ 16"oc lz 5Yzi 2x4 COLLAR TIES @ 48"oc 3'-11" 6'-2'/" 6'-6'/e" 3'-1/: 7-4' 7-4 2'-8'10 � s 20'-2'/4" 8'-11'/4' 20'-5'/z" 16-0" Ma 65'-7" O H C A B Rai H a > M � 8'-0"PLATE HEIGHT g 2ND FLOOR PLAN �..� °O SCALE: 1/4" = 1'-0" ® x rd N ' kn � 1�c � AREA SCHEDULE NAME AREA O SECOND FLOOR AREA 1567 sq ft. VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH z A ROOF OR WALL SHALL NOT BE LESS �. THAN 3"IN DIAMETER. ANY INCREASE J IN SIZE OF THE VENT SHALL BE MADE J NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. W 0 JL 411 VTR JL 4R VTR JL 4"VTR ROOF 1 I 1 I 1 , 211 -, 2" G Q z ,3" 13" - 1 1 , , I 1 , , 1 1 , , , 1 , • W 1 112" ;1 1/2" ;1 1/2" 1 1/z, 2" 1 1/2" 1 1/2" 1 1/2" ; 1 1/2" ; 1 1/2" 1 1/2" 1 1/2 WASHER .J W 71 , 21t 211 2" 2" _7 I- I I T--y F 7-1 F F.D. 3111 2 ND FL. z 2" P2' � r—^ T 3" f-"j 2" 31, 2" 3" 2° 2" I 1 i M 'O/� 311 3" W V I 1 , I I , I 1 , W ZLL 1 I 1 1 1 1 Q o 1 _ o "---• 1 3" 2- 1 , , '3" 1 1/2" 1 1/2" 1 11P21/2" ; 1 1/2" DW WASHERryO O�1R 2R 1 1 1 G 1 , , 1 1 1 � 1 ST FL. F1 , 1 I 2' � 3- 2" 1 1 , 1 , , 1 1 1 1 , y p BASEMENT 0 m m c t E -o'c C ` 0 I t �.., - � H c� � 4"FAI c y (D 3" $ c 6 .0 COCO COu,allo, TO A NEW SUFFOLK COUNTY 4v' a p N�' E SSS , APPROVED SANITARY SYSTEM a� r' 3 0 dc �' Em d•om 89In m F8Fmv mECL a PLUMBING RISER DIAGRAM Not to Scale 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 CV O (] CV LU O O z OWO p Q LIJ (q J CIL uj W Q ?r V` 1z ou 1 O � 0 .5'c- ® � r u kn � � ROOF PLAN G SCALE: 1/4" = V-0" R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated,shall be provided with a STAIR HANDRAIL NOTE: GUARD RAIL NOTE: Y2-inch ypsum wallboard membrane, %-inch wood structural panel membane, or equivalent on the underside of the floor framing member. PROVIDE HANDRAIL ON AT LEAST ONE SIDE PORCHES,BALCONIES OR RAISED FLOOR RIDGE VENT OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT SURFACES LOCATED MORE THAN 30 INCHES Penetrations or openings for ducts,vents,electrical outlets, lighting,devices,luminaires,wires,speakers,drainage,WITH FOUR OR MORE RISERS. ABOVE THE FLOOR OR GRADE BELOW SHALL 12 12 RIDGE BOARD HANDRAIL HEIGHT MEASURED ABOVE HAVE A RAILING NOT LESS THAN 36 INCHES IDGE BOARD piping and similar openings or penetrations shall be permitted. +/-3.8 STAIR TREAD NOSING,SHALL NOT BE LESS THAN IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND 34 INCHES AND NOT MORE THAN 381NCHES. BALUSTERS AND BOTTOM RAILS THAT ARE R802.4.6 COLLAR TIES Exceptions: NO MORE THAN 4 INCHES APART. : ;: ' SHALL BE NAILED with 4-10d BOX NAILS IN ACCORDANCE 1. Floor assemblies located direct) over a space protected b an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL - Y P P Y T automatic TOP OF PLATE uto atic sprinkler er system in accordance I FROM A POINT DIRECTLY :'��� :'��::' 'r•.. WITH FASTENING SCHEDULE P y c with Section 2904, LENGTH OF THE STAIR FR C � � " _ _ — _ — _ — _ — _ — _ _ — EXCEPTIONS: .. —12 — Lp. NFPA 13D,or other approved equivalent sprinkler system. ABOVE THE TOP RISER OF A FLIGHT TO A POINT THE TRAINGULAR OPENINGS FORMED •• 2x6 CJ 1648"OC DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. @ 10 BY THE RISER,TREAD AND BOTTOM RAIL OF THE 2. Floor assemblies located directly over a crawl space not intended GUARD RAILAT THE OPEN SIDE OF A STAIRWAY for storage or fuel-fired appliances.RAFTERICEILING JOIST HEEL HANDRAILS ADJACENT TO A WALL SHALL HAVE A ARE PREMITTED TO BE OF SUCH A SIZE THAT 9 pp' ces. JOINT CONNECTION SPACE OF NOT BE LESS THAN 1-1/2 INCHES 6 INCH SPHERE CANNOT PASS THROUGH. 17 SHALL BE NAILED UNINHABITABLE ATTIC BETWEEN THE WALL AND THE HANDRAIL. 2x4 CT @ 48"oc 3. Portions of floor assemblies J TOGETHER IN ACCORDANCE WITH LIMITED STORAGE = SEE NYS CODE FOR EXCEPTIONS.REFER TO GUARDS ON THE OPEN SIDE OF STAIRS SHALL shall be permitted to be unprotected where complying with the following; NYS CODE FOR GRIP SIZE SPECIFICATIONS. 3.1.The aggregate area of the unprotected portions does not exceed WITH TABLE R802.5.2 NOT HAVE OPENINGS THAT ALLOW PASSAGE OF RAFTER/CEILING JOIST HEEL B0 square feet per 3/4"PYWD SUBFLR A SPHERE 4-3/8"INCHES IN DIAMETER. JOINT CONNECTION q p story (SEE DWG-1 FOR TABLE) TOP OF SUBFLOOR r R-30 SPRAY SHALL BE NAILED 3.2.Fireblocking In accordance with Section R302.11.1 Is Installed along W WITH SIMPSON H2AAT EACH — - - - - - — FOAM INSULATION 12 the perimeter of the unprotected portion to separate the unprotected RAFTER TO STUD. TOP OF PLATE OPEN SIDES OF STAIRS WITH A TOTAL RISE OF IN RAFTER CAVITIES TOGETHER IN ACCORDANCE portion from the remainder of the floor assembly. — - — - — - — - - — MORE THAN 30 INCHES ABOVE THE FLOOR OR WITH TABLE R802.5.2 Q GRADE BELOW SHALL HAVE GUARDS NOT LESS UNINHABITABLE ATTIC 10 (SEE DWG-1 FOR TABLE) 4.Wood floor assemblies using dimension lumber or structural composite ENGINEERE THAN 34 INCHES IN HEIGHT MEASURED WITH LIMITED STORAGE WITH SIMPSON H2AAT EACH lumber equal to or greater than 2-inch by 10-inch nominal dimension, FLOOR VERTICALLY FROM THE NOSING OF THE TREADS. / // / RAFTER TO STUD. or other approved floor assemblies demonstrating equivalent fire performance. 2 CAR GARAGE JOISTS INSULATE ALL WALLSAND CEILING W/5/8"FIRE I _ GYP.BD. TOP OF PLATE / / - — - TOP OF PLATE C •• - - - - - - - - - - - - - - - - - G INSULATE WALLS M TOP OF PLATE � n/ LL COMMON WITH LIVINI 31 b / T LEDGER FASTENED TO WALL STUDS AREA. W PROVIDE:HEAT w/ (3)SIMPSON 1/4"SDS WOOD SCREWS o DETECTOR PER R314 AT EACH STUD ;� o .J W 01 RAFTER FASTENED TO LEDGER w/ r n (3)10-d EA.RAFTER&SIMPSON A35 1 HALLWAY I j BEDROOM#2 °D `J @ EACH JOIST. 10 R-27 IN 2X6 WOOD STUDS _ h (2"CLOSED CELL SPRAY Z TOP OF SUBFLOOR FOAM+R-15 BATT) TYP.GARAGE SLAB — - — - - - - — ENGINEE fD PITCH TO DOORS FLOOR =I U) O P OF SUBFLOOR JOISTS M M _ _ - _ _ — — - — - — _ � TO U R _ TOP OF SUBFLOOR Q W v! DYER `�' — _ — _ - - - - - TOP- PLATE W ,z LL R-27 RIM JOIST DET 12 G 2 O CLOSED CELL SPRAY O WRAP HEADER IN = E_ n AZEK BOARDS o O 4"AZEK BEADED o a, Q 0 O PORCH SOFFIT O KITCHEN 0) n d' FURRING STRIPS BEYOND SECTION C C iERED PORO ENGINEERED FLOOR TOP OF SUBFLOOR rn SCALE: 1 I4" — 1 '-O" R905.1.2 ICE BARRIERS; — - — - — _ — _ — _ JOISTS — - - TOP OF SUBFLOOR c o sn SELF-ADHERED POLYMER MODIFIED d �' BITUMEN SHEET USED IN PLACE OF ter' — _ Cl) TOP OF FOUNDATION o NORMAL UNDERLAYMENTAND - EXTEND FROM THE LOWEST EDGES OF DET 11 D G 2 DET10 DWG 2 ALL ROOF SURFACES TO A POINT NOT _. $ Wrn Q° `o c LESS THAN 24 INCHES INSIDE THE a c c m EXTERIOR WALL LINE OF THE BUILDING. o R302.13 FIRE PROTECTION OF FLOORS: •,c o•- � y RIDGE BOARD a ON ROOFS WITH SLOPE EQUAL OR GREATER c °• rn >- Q °o PROVIDE 1/2' GYPSUM BOARD ON ENTIRE R 2'- o APPLIEDTHAN I2,THE ICE NOT LESS THANK 6RM MEASURED ALONG 1�" w �i 6' CEILINGABOVE BASEMENT ATTACHED SHALLALSO BEi N c o ° N v c 3 TO THE UNDERSIDE OF THE,JOISTS. O o N o 0 0 $ { m THE ROOF SLOPE FROM THE AVE EDGE OF THE 27 R RIM JOIST LVL GIRDER _ N ° c rn (77(n � 4 c N F G N fQ C -C O BUILDING I! E UNFINISHED CLOSED CELL SPRAY :' c> ,$,'S 6 € 12 BASEMENT � Hod ° c R802.4.6 COLLAR TIES 10 t y ,° t_ E >y c a 2"R-14 CLOSED '' c ° v; r o SHALL BE NAILED with 4-10d CELL SPRAY FOAM L' .�c m ° c y BOX NAILS IN ACCORDANCE DET 14 DWG 2 °' N a� w/ FIRE RETARDANT m c d o PAINT c Al mo ° t $� 12 2x4 CT 48"oc WITH FASTENING SCHEDULE � $ H m a• i` m E a�o 12 :. TYR BASEMENT SLAB TOP OF FOOTING 10 R-30 SPRAY FOAM INSULATION IN RAFTER CAVITIES 6 MIL VAPOR BARRIER 1+ LUSH LVL HA TAB EAT IC Willi SECTION A WI LI TED TO E TOP OF PLATE _ _ SCALE: 1 /411 — V-O„ �' TOP OF PLATE Energy Conservation shall conform to 2020 (ECCCNYS) , It II II II 1�/ _ _ _ . .1 LAPPED J &Town of Southampton, modified under the 2X8LEDGER LAPP NOT LESS NYStretch Energy Code 2020, HERS rating by: LAG SCREW TO ;; �� SHAL E NAILED 1 Energy Testing Services, 1648 Locust Ave, Bohenia, NY STUDS @ 16"Oc �� I''' COMM N NAILS IN E R-27 IN 2X6 WOOD STUDS TYPICAL ROOF CONSTRUCTION TYPICAL FOUNDATION CONSTRUCTION Michael Fauci dated: 10-07-2025 SIMPSON SKEWED ii i� WITH BLE R802.5. -1 ,ii (2"CLOSED CELL SPRAY = o BA R FOAM+R-15 BATT) class A 30 yr architectural Roof Shingles w/ in accordance with chapter 4 HANGER @EACH �. °° WALK-IN ; .; 0° Energy Rating shall be rated and/or verified as compliant b an RAFTER '�; B ROOM#1 CLOSET ! fasteners per manufacturers specification 3000 psi Air Entrained cast-in-place concrete gY 9 P Y E ! — and the NYS CODE. wall on cast-in-place Concrete Wall Footing er ip independent Residential Energy Services Network (RESNET) rn R-27 IN 2X6 WOOD STUDS certified home energy rating system (HERS) rater, o Underlayment as per section R905.1.1 & R403. refer to Foundation Plan for footing size & p (2"CLOSED CELL SPRAY NREERED I( y Dwellings with up to 4,500 square feet of conditioned space shall N W FOAM+R-15 BATT) „� o installed per Table R905.1.1(1) thickness. Concrete Horizontal and Vertical s _ _ TOP OF SUBFLOOR achieve a minimum Energy Rating Index (ERI) of 50 or Mess. o — _ _ Ice & Water barrier as per section R905.1.2 Reinforcement per Chapter 4. & gen note #6. O R-30 SPRAY `�� TOP OF PLATE (Note: Double underlayment is required Damproofing per R406. 2- 2x6 approved Z FOAM INSULATION — - - —a - - - — - — for Roof slopes between 2 on 12 and 4 on 12 treated Sill Plates Sill Seal And Termite shield per CATEGORY SPECIFICATION/REQUIREMENT m < IN RAFTER CAVITIES iv TOP OF PLATE p ) W Q R-27 RIM JOIST — - — - — - - - — - — - — FramingAs per plans with 1/2" exterior grade Section R318. Anchor bolts per Foundation "Plan W Lu J k CLOSED CELL SPRAY p P g p THERMAL ENVELOPE SPECIFICATION p span rated structural plywood Sheathing, and R403.1.6 Nail to framing in accordance Fastener CEILING INSULATION: R-30 open cell spray foam (hot roof) w W ry = Schedules & Strapping per detail sheet(s). INSULATION SCHEDULE ABOVE GRADE EXTERIOR WALL. R-27 in 2x6 wood studs Flashing per R905.2.8 Insulation requirements shall comply with the (2" closed cell spray foam + R-15 batt) LIVING ROOM energy efficiency requirements as per nys code GARAGE CEILING INSULATION: R-30 batt 00 TYPICAL SOFFIT CONSTRUCTION. Chapter 11 Energy Efiicienc WINDOWS/SKYLIGHTS: U: 5 0.30, SHGC: 5 0.30 FAMILY �� P gY Y FOUNDATION WALLS: Interior R-14 closed cell Spray Fm . r` ROOM 12 overhangs,typical , —ENGINEERED 5.5"Azek fascia & 5.5"Azek rake boards. INTERIOR WALL FINISH ABOVE GRADE GARAGE WALL: R-27 In 2x6 wood studs FLOOR F.F.EL: 13.5 Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings (2" closed cell spray foam + R-13 batty JOISTS — Top of SUBFLOOR— smooth Azek soffit or equal and walls except basement walls & cl s - unless p g MECHANICAL SPECIFICATIONS Y 1" x 5-1/2" Frieze board w/ 1" stri vent noted. Min 1/2" Moisture Resistant Wall Board on P HEATING SPECIFICATIONS: z 95°/ AFUE boiler• �• � �lJ� , Top OF FouNDAmoN z 16 SEER AC equipment,'. 6 `!•� — - — - - — - — - —' -— Ceiling and all walls in Bathrooms (humid areas) COOLING SPECIFICATIONS: BLOCKING BETWN JOIST TYPICAL EXTERIOR WALL and 5/8" cement board on walls and ceilings in wet areas. WATER HEATING: Indirect water heater (storage tank) LVL GIRDER R-27 RIM JOIST 2x6 Doug-Fir Wood Studs @ 16" oc. Provide 5/8" Fire Rated gypsum wall Board on walls MECHANICAL VENTILATION: Balanced Mechanical Ventilation'''' W CLOSED CELL SPRAY Double top Plate and Single Sole Plate. and ceiling located as per code, manufacturers z 150 CFM (HRV, ERV, Etc.) a 2"R-14 CLOSED---'--'.: „ R302.13 FIRE PROTECTION OF FLOORS. V 0 O 1/2 exterior Grade - Span Rated requirements and drawings. � CELL SPRAY FOAM p q g PROVIDE GYPSUM BOARD ON ENTIRE OTHER SPECIFICATIONS U CEILING ABOBO w/ FIRE RETARDANT GYPSUM BASEMENT ATTACHED PAINT o Continuous Structural plywood Sheathing. INFILTRATION (BLOWER DOOR): 5 3 air changes per hour v TO THE UNDERSIDE OF THE JOISTS. Fastened per Fastener schedule. �--'( O UNFINISHED TYP FO NDATION WALL tyvec House Wrap or equal. Cd DUCT LEAKAGE:ALL DUCTWORK MUST BE WITHIN // H SEE FO NDATION PLAN Hardie board or cedar oerfectuib shingle THE THERMAL ENVELOPE W ,> cMn @) 9 BASEMENT � i FOR slz AND REINFORCEMENT Siding as per clients selection SUPPLY OF HOT WATER REQUIREMENTS: W � � O 4. g p Supply of hot water must comply with •� r° TYP.BASEMENT SLAB EL;3.1 installed per manuf specs and NYS code. x N .� NY Stretch 2020 Code section R403.5.5 O TOP OF FOOTING Cont. load path strapping installed in accordance LIGHTING: 100% high efficiency lighting (CFL's or LEDs) o M with drawings. Provide Fire Blockingin accordance APPLIANCES: II appliances must b certified 9 A m e Energy Star certl I d • = AE ZONE X P p 9Y o HIGH WATER ELEVATION 1.1 with R302.11 & R302.11.1 and G 6 MIL VAPOR BARRIER Draftstopping per R302.12 & R302.12.1 R403.6 Mechanical ventilation shall be provided that meets the requirements of section M1507 TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, R403.7 Heating and cooling equipment shall be SECTION — Glued and Nailed in sized In accordance with ACCA manual J by a B. accordance with the fastener schedule. certified third party rater. SCALE: 1/4" — V-011 Floor joists and Bridging as per Code. - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF ROOF V 12 12 12 12 z 12 12 1;2 12 J J _ W 24"RDLl 1 24"RD FIX GLASS FIX GLAS - — - - — - TOP - PLATE J � EJ o z w J w O _ O > F- - - - TOP OF SUBFLOOR z ` TOP OF PLATE r o W ♦♦W Z LL v! q Z HL LE O oO �- TOP OF SUBFLOOR TOP OF FOUNDATION H FINISHED GRADE I I I I I I I I I 1 I I CONCRETE PAD I £ A € f0 F' 11' — WOOD STEPS ANd LAN6ING rn o i s §c o o TO GRADE. HAND�A IL ON GRADE. o ZT.�-f � $ a o� I Ir _ _ _ _ I I I I I I I E i I I I I I MAX 1 RISER I °' co GUARDRAIL REQUIRED D ..,i� a� a d � m0 I I� - - - - -I I I I I I I I BY CODE I I I I I I I I c0— : #; o I s C� C O C O J y ' fj J L J L L J L J J L J L I c vai y >2 n .-e.� c I y03 = c'c� c3 c . .. $ d I� - - - —L — J L - - J L J L - - J L - - J L — J L - - J L J I •'o ID o o A °�� _ ] - -� - + REAR ELEVATION a .. y� O C y N p1 �� _ _ _ _ _ ;� ' SCALE: 1 /4" = 11'_011 I t pR Ny� � € L - - - - - JI I I ,C c TOP OF FOOTING 'v, t vQ Wis I — - - - - 0 — — — — — — — — — — — — — — — — _ - - - - - - - - - - - - - — - - E i— - — — — — — — - - — - - O ,,CNC F— VOi co V' F^ N E O.C O a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T TOP F ROOF OP OF ROOF 12 12 12 12 12 12 Lo 24"RD N FIIX GLASS 12 12 N W CO O TOP OF PLATE 24 RD Z - - - - - - - - - - ❑ a ' FIX GLASS N W W LLI TOP OF PLATE - in TOP OF PLATE M a > Q - - - - - - W W U 'STA 4DINC�SEA V) TOP OF SUBFLOOR a IME1 4L ROOF 10 10 TOP OF PLATE EJEJ 0) 111H11 - . . . . . 111111111H HIIIII 0 Ov TOP OF SUBFLOOR - — - — TOP OF SUBFLOOR v ^3 — - -- - - - - �/ E—"� col cu TOP OF FOUNDATION .;> M V h+l1 Q FINISHED GRADE I I I I I I I I I I xi N "u I I O O M cd so 04 i II II I I I I I O U FRONT ELEVATION I I II II I I I I I I SCALE: 1/4" = V-0" I I I I I I I I I I I II II I I I I I TOP OF FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --LL — — — — — — — — — — -LI — — — — TOP OF ROOF 12 r n V 10 24"RD I FIX GLASS I i I I 1 12 10 - - - - - - - - _ - - TOPOFPLATE 12 � J 3.8 , G ❑ — - — - - TOP OF PLATE 12 - — ' o 10 W ..j In n ..� w 0 TOP OF SUBFLOOR z >.. TOP OF PLATE W24'RD M 0 IF, GLASS - - - - - - - - - - - - ' ' ' W Q n Qo 0 � z n 00 CLF- TOP OF SUBFLOOR TOP OF FOUNDATION C y c c mrn am �'� ot.0m r =' m ycgo oo '° � 8cF3to ' �. cc u � om I I I I I I I $oW $ Z50 EMERGENCY I I 4 O o t J L J AND RESCUE ESCAPEc 9 3 y ��9 3 I LEFT ELEVATION I oc� o � k.� L SCALE: 1/4" V-011 I M Z ID 12 � I I I I f0 f6'ClC C C ��S O y�� �•� C O 0� OC Ea� L M O � 'CU r c cTOP OF FOOTING o cdoFLE@ 'a C31c�2 � 8 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — aInrr Ea-o ' TOP OF ROOF 12 12 10 10 24"RD FIX GLASS TOP OF PLATE O p - - - - - - - - - - - - - - --^ - - - - - - N W O 0 12 r' Z 3.8 W !n m b Q o W fW J 00 F- 5 Q U W TOP OF SUBFLOOR a ou OP OF SUBFLOOR Cd •S TOP OF FOUNDATION UCd O b i v O � � tCd x R303.8 Exterior Stairway Illumination O I I I EMERGENCY I Exterior stairways shall be provided with artificial light source I I I o ESCAPE located at the top landing of a stairway.Exterior stairways I I CD AND RESCUE I providing access to a basement from the outdoor grade L J level shall be provided with an artificial light source located RIGHT ELEVATION I I at the bottom of the stairway. I L — _ J SCALE: 1/419 = 1 '-011 I I I 1 0 I I I I I TOP OF FOOTING — I,— — — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — r� - - - - - - - - - - - - - - - - - -- CONTINUOUSLY SHEATHED RACED WALL UNE BRACING METHOD CoNTINUOUSLYSHEATHED ® CS-WSP CONTINUOUS SHIEATHING BRACED WALL LINE WOOD STRUCTURAL PANEL BRACED WALL PANEL.a DETAIL #1 ON DWG-2 ® CS-P F CONTINUOUS SHIEATHING PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-A 1-8 t-C 1-D 1-E 2-1 2-2 2-3 2-A 2-B 2-C 2-ID PORTAL FRAME DETAIL#3,DWG -2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP/CS-PF CS-WSP CS-WSP/GB CS-WSPIGB CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP/GB CS-WSP/GB CS-WSP GB GYPSUM BOARD BRACE WALL LNE SPACING IN FT 24 24 12.16 8 26 26 8 12 32 16 16 8 28 28 8 Holo- n RETURN DO N1N BRACED WALL NOTES: TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(Inches) 27" 48" 27"/18" 27" 27"!4a" 2T'/48" 27^ 27" 24" 48" 24" 24" 24"/48" 24"/48" 24" r1..J PANEL DEVICE BRACED WALL PANEL AT BRACED WALL PANEL AT REFER TO DETAILS ON DWG-2 END OF BRACED WALL LINE END OF BRACED WALL LINE FOR HOLDOWNS,STRAPPING,BRACED END CONDITION 1 END CONDITION 2 TABLE R802.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 31 8 5 25 25 5 8 7.8 10 5 2.5 7 7 2.5 WALL DIAGRAMS AND DWG--1 ..� COF7TINUOUSLY SHEATHED FOR NAILING SCHEDULE. ALL BRACED TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c AC D VJA LI CON11NUOUSLYSHEATfED WALL PANELS SHALL BE FUILL-HEIGHT J BWL SECTIONS OF WALL WITH NO VERTICAL 1. EXPOSURE CATEGORY t 1 1 1 1 1 1 1 t 1 1 1 1 1 1 @RAM=NT6WFSETS. W 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �f 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) 3. WALL HEIGHT .95 .95 1 .95 .95 .95 .95 1 .9 .9 .9 .9 .9 .9 .9 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Q 3. BRACED WALL PANEL END CONDITIONS AS IPER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL.TO BRACED WALL LINE 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.6 1.6 1.6 1.8 1.6 1.3 1.3 1.3 1.45 1.45 1.45 1.45 / r SHALL BE OFFSET NOT MORE THAN 4 FEET. RETURN 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 5. GYPSUM BOARD FASTENING 7 7 7 7 J PANEL D• as MINIMUId BRACED WALL PANEL FIRSTBRACED THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. '� AT END OF BRACED WALL LINE 1v r.tax WALL PANEL 6. A BRACED WALL PANEL SHALL BEGIN WITHIIN 10 FEET FROM EACH RESULT REQUIRED BRACED WALL LENGTH(FT) 14 27 10 7.8 27 27 7.6 9.6 10 8 s 4 10 10 4 C Q z •SEEREQUIREMENTS END OFABRACED WALL LINE G END CONDITION 3 END CONDITION 4 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 6 3.5 CONTNUOUSLYSHEATHED REQUIREMENTS PANELS SHALL BE NOT GREATER THAN 20 IFEETAS PER FIGURE ( ) Q R602.10.2.2 PER PLAN BRACING LENGTH PROVIDED FT 20 34 30 20 30 28 12.66 14 29 28 20 24 18 20 9 10"MAX Return panel:24"for braced wall lines sheathed with FcomPLIANCE YES NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y W 77777// wood structural panels W 32"for braced wall lines sheathed with structural fiberboard a.Linear Interpolation shall be permitted Wr b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, > L- the average dimension shall be permitted to be used for braced wall line spacing. ` Distance D: 24"for braced wall lines sheathed with r wood structural panels ABBREVIATIONS; BWL=BRACED WALL LINE, 1 O 32"for braced wall lines sheathed with BW=BRACED WALL, U structural fiberboard CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL 0 rroLD-oomrN FIRSTBRACED CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION DEVICE WALL PANEL END CONDITION 5 Hold-down 800 lbs capacity fastened to the edge of the W Z L.L device: braced wall panel closest to the comer and W '< O to the foundation or floor framing below O `�, For SI:1 inch=25.4 mm, 1 foot=305 mm,I1ls=4.451N � � Z FIGURE R602.10.7 O END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING Q Q N CV m Q V m Q N ml p�pl � I ">JIoo �_ nr I , n I n r_ n �- n I �_ n m I , " _ I t� l _ O C O w 4 0 8-0 4-0 20 0 4 0 8 0 4-0 4' 0" ! 8'-0" I 25'-51/z" 10'-6'/z" 4' 0" o= �' '5 w��•� � o8w �� R E to a c Ir oo � oc. � 31- 7/1 I 3'-3 7/1 E a> r r� �.2 8�- f I I aci L o0 _ 3MCL,y9 � y 4'-0" o �ccS-WSP CS P . 3 y ' I C N 'MN p !0 Iv-O N a rr . iN 0 C C_ C L w. O._ p co OO C COQ VO-zOC t- CS-WSP I I CS-WSP I ( BWL 2-1 - - I I -- - ------- - - - I --------- I --- U ----- BWL 1-1 ---- :05 _ " M _8 CS-WSP CS-WSP "- m y To c N _ _ _-CIDa _ O G C tq C N O 0 6-11/a O O 0MCr caEa._ oa o s „ ---- ----- 6'-11/8'" -- -- --------I---- --- - - - - _ - -- 8 �v a c m cam- d tip CS-WSP CS-WSP Uco CS-PF CS-PF �t U GB METHOD I I I io 7/"APANE*O.C.AT L EDGES M BOTTOM PLA ES,7DIN FI�LD o ALL HORIZONTAL JOINTS, U ' BLOCKED AND : GD FRAMING CONNECTIONSI I I W I O I I I AS PER DETAIL 2 ON DWG 2 I I N CID � c1r) o M GB METHOD I I I I m I I I TABLE R602.10. I M 7 O.C.AT PANEL EDGES N C:) Ch INCLUDINGTOPAN I I I I to BOTTOM PLATES,7DIN FIELD 41 -0" 12'-0" ALL HORIZONTAL JOINTS I I BLOCKED AND I Co ------- ------ --- -- ---- --- ---- --- BWL 2-2 FRAMING CONNECTIONS AS PER DETAIL 2 ON DWG 2 C0 a. 7-9 , CS-WSP CS-WSP U , LO N 11'-3%" --------- i i o -- --- -- 5'-4" i N W ,� 2'-612 15'-1" I �N _____-__ N I 9-2 BWL 1-2 0 ~ o o - --- ------------ c� I --- ----- z --------------------------- -- 0 co to Z co ------- ----------- ,--- --------- r- O co di a. T- co Cn CO a > a ------- - co W v ( I N �1 00 N i f� 1 V , BWL 2-3 I I I I %` �� •t - ---- ------- ---------- ------------r-- ---1-----------I---- --- 1 I ��, / o. UU) ° O o CS-WSP CS-WSP a 0 �M o s- 7 I BWL 1-3 R s� 4 �t I 3'-6%" -1 7/ 6" 1 -7 15/ I I �, . 3 I o U) S I 071 U 1 I U co I ,� Tnr CS-WSP :CONTIINUOUISLY SHEATHED -N CS-WSP CS-WSP I CS-WSP = CONTINUOUSLY SHEATHED I CS WSP O :PORTAL FRMME.SEE DET 3 PORTAL FRAME.SEE DET 3 CD ON D 7'_1'/a' 7'_1 WVG-2AND ON DWG-2 AND ; io r; FIGURE:R602.10.6.4 FIGURE R602.10.6.4 I I :- N CS-PF I I H CS-WSP , U hW ° ENOU / 2,_4 I 5'-4" „20'-0 _5, a � „ kn O 00 24'-0" 4,-0" 8'-0" I 4'-0" 4'-0I 24'-0 4'-0" 21'-5'/Z' I 10-6'/" 4-0" V "d ® Cd i i i i i i k1%0 o 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" rr_ gUFFOIk Glenn Goldsmith,1'i�sident �0 COGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski w ? P.O.Box 1179 Liz Gillooly oy�0 � Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: a'� Completed in field by: 0 4077 MAIN BAYVIEW LLC requests a Transfer of Wetland Permit#10848 from Estate of Theodore A. Eiring, c/o Stephen Gutleberg, Executor to 4077 Main Bayview LLC, as issued September, 17, 2025; and an Administrative Amendment to construct an outside basement entrance on the south side of the dwelling. Located: 4077 Main Bayview Road, Southold. SCTM# 1000-78-2-18.4 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Typ of Application: Wetland Coastal Erosion 'Amendment Administrative Emergency Pre--Submission Violation Notice of Hearin card posted onproperty-.: �! Yes No Not Applicable 9 p Pp Info needed/Modifications/Conditions/Etc.: _ate �00�?V_)P9%D .!ft 46j-' 5 Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly J. Finora =Lxe, i -�--� -mev mP - - ems Qa�c� o� �rN�ecS; rC-00 L S►., yi e:,; iC d� �Dui �a�d AJ �� PC r r , �LA �dr / j 09e- 9 i arvN eC�kc-1Iy re3�L.eO7,tn ay, A-G q,,\ 0"AOe 10,c4e►me n4 GvNA- ance- G n _e Sam , �,`�e o,� + .e movie aS Sin ;n CO26 i�C�`�4 ���� Southall Town Board of Trustees 9►ne V � . ,r ✓� �� OIC W 7 ? /+mil ;' -1jA � efe!j - , e e4 7�e o re- , lam,rl✓►C L.3J `)z� 57 Q/41 APR 3 ?p26— c'l }� uu I i Of uMoldi A r owe l7 3� Board of Trustees CC#: C25-64987 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 12/06/2026 under Liber D00013318 and Page 861 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/05/2025 SUFFOLK COUNTY CLERK VINCENT PULED , SEAL SUFFOLK COUNTY - CLERK RECORDS OFFICE RECORDING PAGE ` Type of Instrument: DECLARATION Recorded: 12/05/2025 Number of Pages: 8 At: 11:00:53 AM Receipt Number : 25-0157673 LIBER: D00013318 PAGE: 861 District: Section: Block: Lot: '1000 078.00 02 .00 018.004 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt - Exempt Page/Filing $40.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $10.00 NO RPT $200.00 NO Fees Paid $290.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County F 2 �es RECORDED 2025 Dec 05 11:00:53 Ail VINCENT PULEO This document will be public CLERK OF p SUFFOLK COUNTY record.Please remove all L D00013318 Social Security Numbers P 861 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee ^ Mortgage Amt. �j 1. Basic Tax _ Handling 20. 00 2. Additional Tax _ TP-584 Sub Total Notation SpecJAssit. �Q or EA-5217(County) Sub Total—L _ Spec./Add. _ EA-5217.(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5• '00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 2- 0 04 family dwelling only. Sub Total YES or NO Other _ Grand Total 2"aU'QC If NO,see appropriate tax clause on page# of this ins nt. I w ZS 4 Dist. 5GS7637 1000 07800 0200 018004 5 Community Preservation Fund T Real Pro em P s Consideration Amount$ Tax Service R �K I'I'I'IIII'+I'I'IIII I Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD ,Jr FS TD TD Mail to:Vincent Puleo, Suffolk County Clerk 7 Title COMVRBV Information 310 Center Drive, Riverhead, NV 11§01 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk Counly Recording & Endorsement Pa e This page forms part of the attached �G`CGAuy/011 made by: ��-- (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of vo+/7yoc.7 In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. I2-0104-IOIGM (over) . j. DECLARATION OF COVENANTS THIS DECLARATION made this GO day of NOV. 2025 by Laureen Feehan,as Successor Executor of the Estate of Thomas Eiring,residing at 10317 Wynward Way,Parrish, FL 34219,hereinafter referred to as"DECLARANT(S)": WITNESSETH: WHEREAS,DECLARANT(S)is/are the owner(s)of certain real property located on 4077 Main Bayview Road,Southold, Town of Southold,County of Suffolk,State of New York, described in the Suffolk County Tax Map as District 1000,Section 78.00,Block 02.00, Lot 018.004 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on land within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S)therefore made an application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS,as a condition of the granting of a Wetlands Permit(Exhibit A)to undertake such regulated activities,the Trustees required a 40'wide non-disturbance buffer area along the landward edge of the tidal wetlands,a 10'wide non-turf butter area along the landward edge of the 40' non-disturbance buffer are and a 4' wide access path to the water through the non-turf and non-disturbance buffer areas; with condition to install a split rail fence along the non 1 disturbance buffer, and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be in the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained 40'wide non-disturbance buffer area along the landward edge of the tidal'wetlands, a 10' wide non-turf butter area along the landward edge of the 40' non-disturbance buffer are and a 4'wide access path to the water through the non-turf and non- .disturbance buffer areas; with condition to install a split rail fence along the non-disturbance buffer as defined by Chapter 275 of the Town Code, as detailed on permit #10848 and as depicted on the survey prepared by Kenneth M.Woychuk Land Surveying PLLC,dated June 13, 2025 and stamped approved on June 16,2 02 5.(Exhibit B) -vd FIL ��aw Tyc ioNa o� �oJP1o�'� - 1) These covenants shall run with the land and shall be binding on the DECLARANT(S),his/her/their heirs,assigns,purchasers,or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN AW�ITNESS WHEREOF,the owner(s)has/have duly executed this instrument this 02 D day of I pVembg2025 ESTATE OF THOMAS EIM G BY: Laureen Feehan,Successor Executor i STATE OF FLORIDA ) I� SS: COUNTY OF On the day of4*,in the year 2025,before me the appeared LAUREEN FEEHAN,personally known to me or proved to me on the basis of satisfactory evidence to be the induvial(s)whose name(s)is/are subscribed to the within instrument and acknowledge to me that he/she/they executed the same in his/her/their capacity,and that by his/her/their signature(s) on the instrument,the individual or the persons on behalf of which the individual(s)acted, executed the'inshument No JUL PAffOY U U NO& IA INg •4Gate oP Gommisbo N NH 6631 t0 MY comm.Egfre mu 14,2026 Notary Public 3 New York Title Abstract Services,Inc. www.NewYorkTitle.com Title Number:NYTA-63701-5-25 Page 1 SCHEDULE A DESCRIPTION . ALL that certain plot piece or parcel of land,situate,lying and being at Bayview,In the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point which is located the following courses and distances from a point on the northerly side of Main Bayview Road where it is intersected by the easterly side of land now or formerly of Fredriksen,North 34 degrees 28 minutes 30 seconds East,175.00 feet; RUNNING THENCE form said point of beginning, North 34 degrees 28 minutes 30 seconds East,273.18 feet to the center lips of a gutter and land nor or formerly of Wilsberg; THENCE along the same,South 63 degrees 44 minutes East, 152.29 feet to land now or formerly of Jankovick; THENCE along said land,South 39 degrees 00 minutes West,305.90 feet to other land of the Party of the first part; THENCE along said land,North 51 degrees 00 minutes West,127.00 feet to the point or place of BEGINNING. 1 t ^xtcros w� BOARD OF SOUTHOLD TOWN TRUSTEES , SOUTHOL,D,NEW YORK r PERMTT NOS.10848 DATE:SEPTEMBER 17.2025 a ISSUED TO: ESTATE OF THEODORE A.EHUNG PROPERTY ADDRESS:' 40771VdAIN BAYVEW ROAD,SOUTHOLD SCTM#1000-78-2-18.4 AUTHORIZATYON Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees.adopted at the meeting hold'on September 17 2025, 1 and in consideration of application fee in:the sutra of 12 0. 0 paid by-Estate of Theodore A.Efrine and subject to the Terms and Conditions as stated in the:Resolution,the Southold Town Boardof Trustees authorizes and permits the following: Wetland Permit to construct a 1840sq:ft.:(1ootprint)two-story dwelling with 320sq.ft. attached garage,a 224 front covered porch,,a'536sq&seaward deck,and a 450sq.ft. second-story balcony;install an.11A sanitary system;install a stormwater'drainage system;install a.14105'gravel driveway;and:to establish and perpetually maintain a 40'wide non-disturbance buffer area along the landward edge of the tidal wetlands,'a 10'wide non-turf buffer area along the landward edge of the 40'wide non-disturbance ° buffer area,and a 4'wide access path to water through the non-turf and non- disturbance buffer areas;with condition to install a,split rail fence along non- disturbance buffer;plant five(5)native hardwoods;all as depicted on the site plan prepared by Young Associates,received on September 29,2025,and stamped approved on October'6,2025: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, iand these presents to be subscribed by a majority of the said Board as of the day and year written above. I �w, F TERMS AND CONDITIONS The Permittee Estate of Theodore A.Eiring 4077 Main Bavview Road Southold.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee , assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrarit,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anygne concerned that authorization was originally obtained. 4.• That the work involved will be subject to the inspectiori and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel.Such evidence shall be provided within ninety(90)calendar days of issuance of this permit 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit r ����-:•s�xrsx�:_�r��s�"rs�-a�����.:���a-�e�:.�s—sue:�.�•e��:.�-�aaam�a.��t.� -\ I .00 a•ew�tlr roivw.ro arsw ra aaYa IM OObI A xeaww.�xvryo. HEALTH cEPARTFENr USE y l r.�..�Q � �/; `fir A ��,• ��b^�s� ��• s !' �* k. M APPROVED BY _ BOARD OF IRUSTEES E IOWNOF.SOUTHOTD D � - ' j' ne•A® > -_ '� -� L �: ATE OC% 6 a015..-�...� tcsr NoIE ♦• s • /.x.s ��� �.� SURVEYORS O'.RTIPICATION tl� %.Md�. �v'�°` ' •fit '•� era•uixrm acr'°Tiwe rTs�m°•�n Howe w. � ' 4!� � � W ' Me®w MtaBQwvcwm row{AIm 4uMeD nn xa Yowc mwre wttcawna•o' y -LE6Bm "T /A `y0 ••� •w.�uw •Mm� w�rixAarMwcora'osew P y SUFWEY FM qq 9. � 'Q�� �� Gm'.N'.l om • - ao �. � •rR:IIYOxA11I �'Y�`• � 'I �� / yb�yl �•� ONEGAIG xTA IIO.00lfl ~ `�ae9T SVp`'�•Y�0.1Y R\G �S//%% G" p9 .YxnwOwM•W®l ' 5TTE DATA �.� 5 p� ESTATE OF THEODORE A.EIRING •wmcAL V^R •"A vwly xa1o/ at Southold,Town of Southold •xx w oeuwice wAre tur vwra xo.eaoticaao x twtr SuFFolk Gounty,New York owrm tl®r.stow. s •o�x ro awonew�mw R ADJACENT ANEA LOT WYERASE fl •w�aemxawefxaax mevHanl- BUILDING PHZMIT SURVEY tl •tmn••w•tnu®vw awn wwem •tl �w.orc AUA.nam mrt. .uo•.•L /J� ^�"O'm •2att m vr..nw• .taxhJ r thy u•u t000 w•a.7B ®at a 18R 1 •PROv6®VA Owls wAG11T •pO y1 NOIFS' �/ t efowY R4•Im 11o11'.A.•OAwAtlO . I •li/Y.1•tl amseMweaa� __ _ f� •ICILIxb OAtlC1D fROVOm •DIe GIbN MOx189i4L Dll MODE O>•O wWlAGTI•�pT lIIPR�A��m YY Ox tND RLYfAL'AN ISA ' •NwpNM 6WOATKM 9R10•ro•e 0a�TO IMdlA01 RGCQd 01 RONIbIb l�LNNArmowPVu•ftln9. t.MOP.ltlx oeo®twuarar•VY.�,rwrwa Aw BIf 1Uffit^C.EKIIFlGATION wvc�orwneiws •wic•o•�61W6KTGO 1RG tlw•11•E RN11®@IM ELOIn R�I�InATfIIDNWL OW6M'M PBTN1A11011 GP M'D)IIJ Nm{lMJOM SAT01.APiwOVAL IRRI/dl - - p!A(�AiW1 AfIDAw.lRwAa 16YE Fi1ML@nOTALID AT TIaT.'PRIORro•ALIJRL •II�rOlRPr TM1TMwwTR OlTN(N A1maR BOtW' xw'u M- WmwV�EmGQG9rIWAIN AFN2DAiVl E 9I}Ci•. M WWM WBBlOWrIMR�MIi A�C.AWKL 0lID 9Y4C No lWPOctlx ...,mx•w�rr , DPmLT 989NClOx Or A waux ier•(apISGlMATM. m ae»i •ltlMOT0101A01 •0819mR rAc6nIG,At PRRtlYD.LMIRW TOM mxn. •wOOPJro BO GtPJVSD .It/tt mll � � w '� � -M"P^wo m ry, �y Y un •.un •INTN.N9BCJiFe .arol m R MnTOC T.{l19i1Cn ro M LI'lltl.e COMP OS/Jtliolr w A rP� F• � w000 .w •PROfbJm OwiD ID:OBfIHT OrLID tll AffimMlf2 MxA �'`�' �4_ 'y So O tS 90 loo Oo p1 �tlfGG •IObm R. N11YAE wR'M SVMUCGOIIRYaWT/xY roGG Oy�IClXm7�.IHO�O•� � . p OMAOC •ptpm A. 1x 9fnb.�•n Sp' 7 A MfJIREGT 10 VCItDY wN91®!{PC'x 6NATC•1�. x01M1m w.YOYM ItT�L8.xD.l90Bn Yi:rtix FApIf OBfJG •t]�mR. TdMlLwOI�KYL PL N0.Oxr0 � Vla�� �. yg xO.tPbOia , ' •A'K DLLK •9NmR. RTN3@AIC MD VdiQi010OMO 111611t9 OXM B6Cr POItltAtGAOM4KYA IL Na•OOTI q4 _,d M1.200� IOPt ' RtO1TlOT It{000OCwY!Oxel�l JfE"+"� ��Z� SO Town Town Hall Annex ® Glenn Goldsmith, President 54375 Route 25P P.O. Box 1179 A. Nicholas Krupski. Vice President y Southold, Nfew York 11971 Eric Sepenoski Telephone (631) 765.1892 Liz Gillooly �O Fax (631) 765-6641 Elizabeth Peeples �! UNTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUST OFFEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES BELOW INSPECTION SCHEDULE, Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/2 constructed When project complete, call for compliance inspection, Glenn Goldsmith, President �S11FF0(,�C Town Hall Annex � O A.Nicholas Krupski,Vice President �� Gyi 54375 Route 25 Eric Sepenoski y z P.O. Box 1179 Liz Gillooly ® � Southold,NY 11971 Elizabeth Peeples �Ol?' pl, Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Patricia C. Moore on behalf of Theodore Eiring TO: Please be advised that your application dated June 25, 2025 has been reviewed by this Board at the regular meeting of September 17, 2025 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project c Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees OVi♦•fe° ,°a')9of e° ":'_. ::,j a••!0'i�e:. 'c J 0,111 11♦ - {Cr: '��.1'e sso'�sei`:..'l�' :.11Vi r9i':�,-�..: ' , . 11 109•0• - :}''•:ad 9 °91H 9pp°d' .r °I��e>prppt°u o10H 191pj°r � p01A1 4ptp��5 111100 PppOpy'm �,,,�11 /p e r 0 0 �( !�!.�:„";'>.ti�'T>. y •�:�~ .r�,r ..n...rrr�ra,:rrlrry vrci T""'' .5., ,,;+*„uc.rnpM':;W:';:lLr.rn.L''!fdS':E:4!'.;;&slerwfe«.@ ', S'.''.,C4.'.'M;4'�!:"i+'m6'kt� d•:i> ':1 U�L .1S1tiL�.....'..4",i,.,-.:;k1Y di.6,;..A'64.5...,»,.�..✓.,;.r'S',1'.w..1.,..<u.S.:f.11�.�':L�»'235.�..a'S.e�...,,....,..Sf:'m[..�,:»,.Gk�.4r'S'.4:f:.S,4''!�.s,,,t. ...f;:�SS'S:il??^.. 1... :s-..,L _ BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,NEW YORK = �✓ PERMIT NO. 10848 DATE: SEPTEMBER 17,2025 :;, ISSUED TO: ESTATE OF THEODORE A. EIRING E 'f PROPERTY ADDRESS:' 4077 MAIN BAYVIEW ROAD, SOUTHOLD ` - SCTM# 1000-78-2-18.4r a AUTHORIZATION i Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ` { �( accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 17,2025, and in consideration of application fee in the sum of$1,250.00 paid by Estate of Theodore A. Eirine and 3 subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees b authorizes and permits the following: '::,. Wetland Permit to construct a 1 1 11111 �_ 840s •f. (footprint) two-story dwelling with 320sq.ft. attached garage, a 224 front covered'porch, a 536s ft: seaward deck and a 450s ft. g g � P � 9• � q• second balcony; install an I/A sanitary system; install a stormwater drainage -story Y� rY Y g system; install a 14'x35' gravel driveway; and to establish and perpetually maintain a ' 40' wide non-disturbance buffer area along the landward edge of the tidal wetlands, a y 10' wide non-turf buffer area along the landward edge of the 40' wide non-disturbance buffer area, and a 4' wide access path to water through the non-turf and non- disturbance buffer areas; with condition to install a split rail fence along non- ." disturbance buffer; plant five (5) native hardwoods; all as depicted on the site plan 9 i E� prepared by Young Associates, received on September 29, 2025, and stamped approved I spa on October 6,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, I ` and these presents to be subscribed by a majority of the said Board as of the day and year written above. ff OgpFFO4� A fc Q- � J ; Ve ipy • i �`� �!:,,de� 'lJ�l �QO�` �•: .�-z. 9 �. ,i _ ''-�-� �>_.�,� i bye;::: .r'` • s y � . 11 I A � Fi :�'� '((�(((j�( au'"..�iiP'i'r.'vfi'�7"Y9.`.r�"i?�.CS`N'Pvt'+i4Y '7rirri.�7�rf,7'ar'Yri'ri�r7.�'177'e'�T�•ir'r•R.;rfii�"rm"NCiii..i>y'Tr u7i 7r4}.irM1iS're'i'""iinyririr$.,Yr e7�.7.,tie'7✓3`"(V" l,�rr�r:rSi'rt.S�r71itY7ir,"n"f7c'"r�ftYR7�»r�i i7�V'h77-v..rnrT".r:.rt+'fr l,,�,.,1}r >f r t y '•„ +!n��/ •r:..:::;a.•., fir, , ..ee:::: � "'1.. '.a ee°s,,,....t4` . .:e♦f - .�"` �e. ,;.=r' TERMS AND CONDITIONS The Permittee Estate of Theodore A. Eiring, 4077 Main BMiew Road Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW-ORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(31 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIONEES OF HE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND DR DATA OBTAINED FROM OTHERS 1 \ We ,, 400 Ostrander Avenue, Riverhead, New York IIQOI ' �'6/ ///ng S �0 SL'6 <oL` tel. 631.12 T.2303 fox. 631.'i27.0144 �tA/th koF '4 C/,ajS 8 odmin®youngengineering.com I �J 1 Co ee /oh r �//e�Fs�C� � l 'Vo. J ' � I O 8 1 48 I ,We or SU6 dot Thomas C. Wolpe t ProfHov4ord A. essional Engind neer 8t a,�, / I 46 C re s/o Douglas E. Adams, Professional Engineer ' he h . Daniel A. Weaver, Land Surveyor �q�eS o fiNr Rsti R ss S63 0 //c Wo8g8 / es��6 h' ae�` /o HEALTH DEPARTMENT USE W :... ) E /`,�• �o'� I �� C '-re/L/S/o godnAasaorin[s h ' � S 9 / n9`'/h/e N st _ APPROX. LOC. OF I V� / t SANITARY SYSTEM �Q \\ CMF p416/o• � es/1 1f S ��U 1.27 ' r Qom` LANDWARD LIMIT OF ��( I 0 �• �x TIDAL WETLANDS AE 0 SEP 2 9 2025 FLAGGED BY SUFFOLK 'T \ 0\ / 0� •��J w NVIRONMENTAL, INC. 19. AND O �4 LOCATED V� LOCAATEDTED By US ON \ Southold Town 03/21/19, � \ ppard ofTn1 stc11s / L4 PROPOSED 4' WIDE WOOD ;HIP PATH / O #5 /to #3 NOTE: PROPOSED BUFFER SHALL RETAIN EXISTING VEGETATION & TREES/WOODS TO REMAI SHALL BE PLANTED WITH 5 HARDWOOD TREES. / LIMIT OF CLEARING & EDGE F #2 \� t ��1 APPROVED Q 'GROUND DISTURBANCE 0 WOOD #1 L �pc, AREA=12,356 SO. FT. "DN-D[S7 �0 �A C' BOARD OF 'I r�USTEES LIMIT OF WOODS/TREES/CLEARING & O FENILT SANCE BU['FER PIPE 0L J0 ��U I / GROUND DISTURBANCE 1 7 - 0.5 W t� UQ.IQJp / PIPE 0 4.29 / a,,W ,... o �Q TOWN OF SOUTHOLD _ I _ 4 PROPOSED LA�6 10_N N- RP BUF R �O ZONE AC (EL_6) of 1' / WATER SERVICE 4.39/ l^ + N oo° 1 \ +7.1� �` '""' .�„ �p) DATE / / TREES/WOODS TO BE r.� 7 S8 w �, ' LAWN W — ZONE X Q0 �\ e r I / CLEARED — ~� _E 0+'00• '� I PIPE � � '��_ W (0.29,'ANNUAL �4 0.4'W 9 7 �\ �°20 � / 9.6 ZONE X CHANCE OF FLOOD) / �0610 D 3 "'"+ ,��+0 o° G°o' .w. (0.29. .ANNUAL CHAN-ftCE OF FLOOD) / EXISTING E D oO oo \ ..w PIPE ZONE X TEST HOLE / SANITARY DW ' 2 9.64 y� SYSTEM/ �Y r / v o s o oo, ° 0.3'W 5Y McDONALD 6E050IENGE c o° ° DATE: 06/19/15 f O 6' DIA. DRYWELL 1015" \ 's o, /S, FOR OUTDOOR SINK / Y O EL=9•a D.O' STOCKADE PROPOSED 2 STORY / FENCE7 / PROPOSE D�Sj e c� `FFl �O HOUSE & GARAGE MIXED SAND GRAVEL \ 3 BEDROOM) A LOAM /�� DRIVEWAY ��\ �} All PROPOSED R FEEL=13.5 SURVEYOR'S I OR'S CERTIFICATION �r 14'05-490 SF O LOCA110N FOR GFEL=12.0 2.0' CONTROL PANEL ry� \ gowWa adalc 00 / c PROPOSED `NT & BLOWER '3ROWN SILTY v �• SAND SANITARY ^ 409 0 SYSTEM 10.5910 7 S10 10.84 \ (SETS * WE HEREBY CERTIFY TO ESTATE OF TH E O D O R E A. /4� �g `,� oo \ oo / \3 4.o' E I R IN G THAT THIS SURVEY WA5 PREPARED IN A _ GE WITH \ P��E BRoyyN THE CODE OF PRACTICE FOR LAND SURVEYS OP r B17 / ory `� `'� >e 6 oiy� NEW YORK STATE ASSOCIATION OF PROFES A4�kAN..• I' • o; / �s//� �x c �o ?, /9, �50 FINE SAND I \ N CMF / �m t' b'p �0 1 . 4\ / \ (5P) SURVEYORS. �"��D 1/11, G LEGEND O.O'E C9 a, o a p ,00 7.0' WE OPINE THAT IN AN EASEMENT, A GRA T�?R'CAk`,5RAN i Hnmggaonn(s /vim i J\�Dc ' b` PALE 13ROM TH05E RIGHT5 THAT THE LANDOWNER HA ANI�jN�M6RE.,n %"V� N 7 / ° 00 SILTY SAND Tk OI ,.r.. -.GMF = CONCRETE MONUMENT FOUND �c O / Oj V EOP EDGE OF PAVEMENT �/+ p . . ��( � ,SW 12.52 �` �/� /� / WATER IN '' : l (� = WATER VALVE 9/j {_ �` ..," or f� PALE eP,0AN ��- _..:.ja J N RO = ROOF OVER �p o o �d s �7 /}� / �G/ 0 SILTY SAND HOWARD W. YOUN Y.5. L. NO. 458g3 7� 11 i ,li\1.11 94 S, oO s 9 er / S /1' (SM) tS' 4 5 F 9 3 = FIRE HYDRANT /+ o„ ei�.�fj�h7 y e,7 Aj o,. DANIEL A. WEAVE , N.Y.S. L.S. NO. 50171 `�4 <? r �QT = UTILITY POLE � �2 �9J 'ekes!" // 9't1. , PALE IN wN I-AND OO = PIPE FOUND @ A �er FINE SAND 17.01 #5 = WETLAND FLAG d NUMBER of \�O �45 f � HISHEST EXPECTED SURYE_Y FOR / � 'Q GROUND NIATER EL=1.1 - E5TATE OF THEODORE A. E I R I NG SITE DATA 3SR 0 golmga:arinle_A �� / AREA = 40,012 50. FT. '`t of Southold, Town of Southold * VERTICAL DATUM = N.A.Y. DATUM (Ici68) � Suffolk County, New York E * SEE FLOOD IN5URANGE RATE MAP PANEL NO. 3610300166 H LAST 49 DATED SEPT. 25, 200ci. * DEPTH TO GROUNDWATER ADJACENT AREA LOT COVERAGE BU I LD I NG PERMIT 5URIYEY * NUMBER OF BEDROOMS (DESIGN EQUIVALENT) - Q FT 1 nNmya�nrint cl * MINIMUM REQUIRED I/A OWTS CAPACITY � PROPOSED ADJACENT AREA = 11282 50. FT. = 400 GAL = 2,g20 5a. FT. = I(6.q% County Tax Map District 1000 Section 75 Block 02 Lot 18.4 N * PROVIDED I/A OW75 CAPACITY = 600 GAL NOTES 2 STORY FRAME HOUSE 4 GARAGE * LEACHING SYSTEM REQUIRED gNln9asPodn[a o = 500 SF5WA I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FIELD SURVEY COMPLETED JUKE 2cl, 2018 * LEACHING 6ALLEY5 PROVIDED MAP PREPARED JULY 05, 2015 515 FUJIGLEAN USA. o * AUTOMATIC IRRIGATION 5Y5TEM TO BE INSTALLED TO MAINTAIN WA Record of Revisions PROPOSED LAWN AND/OR PLANTING5. 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND EN&NEER'5 CERTIFICATION RECORD OF REV1510N5 DATE 5GDH5 REPRESENTATIVE5 SHALL OBSERVE THE INSTALLATION * PROPOSED 5 HARDWOOD TREES SHALL BE PLANTED IN THE WETLANDS MAR. 21, 201cl OF THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE NAME CHANGE __APR. 22, 201�i CLEARED AREA AND ASLIT-RAIL FENCE SHALL BE INSTALLED AT THREE PRIOR TO BAGKFILL. AMENDED BUILDING PERMIT DATA AUG. O6, 201a THE LANDWARD SIDE OF THE "NON-DISTURBANCE BUFFER". DISPOSAL SY5TEM(5) FOR TH15 PROJECT WERE DESIGNED BY ME AMENDED BUILDING PERMIT DATA NOV.A ( 24, 2020 CERTAIN AREAS OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE AMENDED-DUILDING PERMIT DATA JAN. 25, 2021 DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. STUDY OF THE SOIL, SITE AND GROUNDWATER GO _ L 10' NON-TURF BUFFER AUG. 12, 2021 "�° °"`� FACILITIES, AS PROPOSED, CONFORM TO THE �{0 =�'bl��`}T� 5GDH5 NOIA#I SEP. Off, 2021 * WOODS TO REMAIN = 6,345 SQ. FT DEPARTMENT OF HEALTH SERVICES CONSTR Tibia �DARt75 * WOODS TO BE CLEARED = 12,122 SQ. FT 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT V u' 5GDH5 NOIA#2 NOV. 12, 2021 EFFECT AS OF THIS DATE. c V BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER �/; GENERAL AMENDMENTS FEB. 27, 2025 * LAWWLAND50APE = 8,70'1 50. FT MUST BE 5U5MI77ED TO THE SUFFOLK COUNTY DEPARTMENT OF /`i a<� dz �-,t < �� PROPOSED 4' WIDE WOOD CHIP PATH SEPT. 15, 2025 :' • HEALTH SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/A ('j`F'_„s°-• ..,", GENERAL AMENDMENTS 5EPT, 15, 20251 o * PROPOSED D ,� _: ti; :,c. ;r t.;i L(1 m OWTS REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH , � ,,, ""�A�.,„i �_ ,� 1 50 O 25 50 100 150 HOUSE = 1,840 5Q. FT. ARTICLE 14 OF THE SUFFOLK COUNTY SANITARY CODE. , � `` GARAGE = 320 50. FT. n -' 5Ga g 5. ARGHITEGT TO VERIFY FINISHED FLOOR ELEVATION(S). HOWARD W. YOUNG, N.Y.S. LS. NO. 458Q3n ;,, - / < ; FRONT DECK = 224 50. FT. THOMAS C. WOLPERT, N.Y.5. P.E. NO. 61455 <. `��RY( 1 5. .F" JOB NO. 2015-0122 BACK DECK = 536 50. FT. 6. THERE ARE NO UNDERGROUND UTILITIES ON THE SUBJECT DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOScf7 `� :,.,. 1^r_c r�! :'' DWG. 2018_0122_bp I OF 2 PROPERTY UNLESS OTHERWISE SHOWN. ""I `- (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIONEES OF THE LENSING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4 CESSPOOLS(CP)SHOWN HEREON ARE FROM nEID OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2505 fax. 631.727.0144 16' 5' 9' admin®youngengineering.com I STORY 4" PVG ® 4" PVC 4" PVC, FRAME HOUSE 2,00% MIN. 1.00% MIN. 1.00% MIN. (5 BEDROOMS) 4 � 0tvago,ep-11 FFEL=15.5 RISERS 8 COVERS 2 WITH SAFETY LIDS LOGKINS Howard W. Young, Land Surveyor 2 MF& BY TUF-TITE OR CA5TIN6 TO Thomas C. Wolpert, Professional Engineer SWEET AIR VENT GAP ao APPROVED EQUAL GRADE PRECAST Douglas E. Adams, Professional Engineer MF6 BY TUF-TITE DEL=II.5 1 RIM=11.0 RIM=10.5 EL=10.5 TOP SLAB Daniel A. Weaver, Land Surveyor (5' MIN FROM ANY DOOR OR WINDOW) 1 GONG COVER 1 . .. m__ HEALTH DEPARTMENT USE ------AIRLINE---P 0 gmRtgawrialea 3" VENT IE=8.1 HOLE IE=8.0 IE=7.q IE=7.8 CONNECT 3" PVG VENT LINE IE=8.3 TO VENT HOLE IN OW5T 4 SEE DETAIL FOR OWTS COMPONENTS 4' PIA. DISTRIBUTION BOX PROVIDE GLEAN OUT AT FACE OF BUILDING PROVIDE END GAP LEVELIN6 DEVICE 50T=4.1 Li AIR LINE TO BLOWER MDL#5L-4 MF6 BY TUF-TITE OR 1 -7 APPROVED EQUAL FOR ALL 8'-6" 600 GAL. I/A OWT5 DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING &ALLEY Z MDL. GEN-5 MF6. BY FUJIGLEAN USA TOTAL OF (5) 6ALLEYS M HYDRAUL I G PROFILE 515 5FSWA 50ALE: NTS HIGHEST EXPECTED GW EL=1.1 METER CONTROL PANEL MOUNTED NOTE: ALL CONDUITS /ON 4"x4" PRESSURE BETWEEN PANEL AND INCOMING SERVICE ALARM/CONTROL TREATED WOOD POSTS SEALED TO PRMENT NK MUST BE EVENT &A5 PANEL MDL#1041972 MAC "R" AIR BLOWER LEAKAGE INTO PANEL. T rDEDICATED CONTROLLER "A" MDL#MA080R 15 AMP BREAKER MF6 BY SJE RHOMBUS FOR WIFI COMMUNICATION O INSULATED WEATHER DEVICE; RESISTANT BLOWER USE ALARM/CONTROL 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY ENCLOSURE PANEL MDL#IO45040 #12-2 AWG WITH &ND IN I" PVC CONDUIT CONTROLLER "C" MF6 BY MAIN SERVICE ? � 5JE RHOMBUS PANEL ELEG. CONDUIT z OWT5 WIRING PER MF6. I I � AIR LINE TO HARDWIRE M FUJIGLEAN OWT5 f � —F I FIN. &RAPE ELECTRIC SUPPLY AL TO BLOWER GROUND SJE RHOMBUS BOOR FUJIGLEAN ELECTRIC,SUPPLY TO FUJIGLEAN ENGINEER'S CERTIFICATION CONTROL AIRIR BLOWER AERATOR OWT5 SPLICE BOX rn PANEL _NM'A.m:4 60a CONTROL PANEL 4 BLOWER I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR 5EWA&E ELECTRICAL ONE-LINE DIAGRAM SCALE: NT5 DISPOSAL SY57EM(S) FOR THI5 PROJECT WERE DESIGNED BY ME s OR UNDER MY DIRECTION. BASED UPON A GAREFU OU&H STUDY OF THE SOIL, 51TE AND 6ROUNDWATER NPITIO.N5�, L . FACILITIES, AS PROPOSED, CONFORM TO TH 11F�00� GO 'Gl'� i DEPARTMENT OF HEALTH SERVICES CONS 6TI'6N V1lDARD�� N EFFECT A5 OF THIS DATE. pl -1/2' VENTILATION PIPE CHAMBER Volume(gal) BLOWER SPECIFICATIONS m SCUM BAFFLE B o Q1 Sedimentation Chamber 277 MODEL MAC 80R-10 © Anaerobic Filtration Chamber 278 AIR FLOW 2.8 CFM �' :(t _ -,," I �' 4 C Chamber NORMAL PRESSURE 2.2 PSI `� ``-'t N 4 i Aerobic Contact Filtration ham 127 ' -- ECIRCULATION ® Storage Chamber 63 POWER 120V/LOA/60Hz HOWARD W. YOUNG, N.Y.S. L.S. NO. 458ci3n AIR LIFT PUMP Q Disinfection Chamber 4 OUTLET CONNECTION 3/4 IN 614 B 3 � � DISINFECTION THOMAS C. WOLPERT, N.Y.5. P.E. NO. C&I © CYLINDER (OPTIONAL) Total Volume 749 WEIGHT 11 LBS DOU(5LA5 E. ADAM5, N.Y.5. P.E. NO. 808cf-7 POWER CONSUMPTION 55 W 4' INLET PIP " ❑UT T PIPE SPECIFICATIONS POWER CABLE 6 FEET 4' ` ,A n A Anaerobic Media PP/PE Filling Rate 32% SUR Y EY FOR -0 = © Board Type Aerobic Media PVC/PP/PE Filling Rat, 16% Installation/Operation&Maintenance Notes:- Install blower on concrete base. Ensure adequate ventilation Aerobic Media PP/PE Filling Rate 57% and protect against sunlight. '—EFFLUENT Blower cfm - Maintenance requires a trained technician. ESTATE OF THEODORE A E I R I NCG INLET BAFFL � © AIR LIFT PUMP Tank FR FR P - For maximum efficiency,inspect and clean internal air filter O 3 Piping PVC/PP/PE once every 3 months Access Covers Plastic/Cast Iron - Replace diaphragm/valve assembly once every 12 months Disinfectant(Optional) Chlorine Tablets (Note: A damaged diaphragm will trigger the Automatic-Stop Git Southo I d, TOW n Of Southold o RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE function). Suffolk GOUnty New York o; "T FLOW OPENING (TYP. (CLEANING OPENING) B N PLAN VIEW 4' MANHOLE BUILDING PERMIT SURREY c 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION a CYLINDER (OPTIONAL) N LOW OPENING County Tax Map District IOOO Section '78 Block 02 Lot 18.4 FIELD SURVEY COMPLETED DUNE 2�1 2018 OARD TYPE MAP PREPARED JULY 05, 2018 a CONTACT MEDIA L tJ Record of Revisions RECORD OF REV1510N5 PATE © WETLANDS MAR, 21. 2019 NAME CHANGE APR. 22, 201cl AMENDED BUILDING PERMIT DATA AU6. 06, 201q Ol ® AMENDED BUILDING PERMIT DATA NOV. 24, 202 ASSSEMBSEMBLY 0 s'-s' s'-s' LATION AMENDED BUILDING PERMIT DATA JAN, 25, 2021 4'-4 4'-3 © 4'-2 5CPH5 NOIA#2 NOV, 12, 2021 GENERAL AMENDMENTS FEB. 27, 2023 g 6ENERAL AMENDMENTS FEB. 27, 2025 © © PROPOSED 4' WIDE WOOD CHIP PATH SEPT. 15, 2025 o EROBIC MEDIA Flt 1CIc'aII (j J,SA GENERAL AMENDMENTS SEPT. 15, 2025 M 50 O 25 50 100 150 ERATION ASSEMBLY CrN-J Scale: III = rJ"OI a Structural Drawing SECTION A-A VIEW SECTION B-B VIEW DATE: 07/01/2014 S(;ALE: 1/2"=1" JOB N0. 2018-0122 DWG. 2018_0122_Inp OF 2 Glenn Goldsmith, President `�QF S0�/�y Town Hall Annex A. Nicholas Krupski,Vice President ,`OVv ®Ie P.O.O Route 25 P Box 1179 Eric Sepenoski l�L Southold,New York 11911 Liz Gillooly Telephone(631) 765-1892. Elizabeth Peeples • Y� Fax(631) 765-6641 COUNT`1,� BOARD OF'TOWN TRUSTEES TOWN OF SOUTHOLD October 6, 2025 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: ESTATE OF THEODORE A. FIRING 4077 MAIN BAYVIEW ROAD, SOUTHOLD SCTM# 1000-78-2-18.4 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 17, 2025 regarding the above matter: WHEREAS, Costello Marine Contracting Corp. on,behalf of ESTATE OF THEODORE A. EIRING'applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 7, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 17, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 l NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of ESTATE OF THEODORE A. EIRING to construct a 1,840sq.ft. (footprint) two-story dwelling with 320sq.ft. attached garage, a 224 front covered porch, a 536sq.ft. seaward deck, and a 450sq.ft. second-story balcony; install an I/A sanitary system; install a stormwater drainage system; install a 14'x35' gravel driveway; and to establish and perpetually maintain a 40' wide non-disturbance buffer area along the landward edge of the tidal wetlands, a 10' wide non-turf buffer area along the landward edge of the 40'wide non-disturbance buffer area, and a 4' wide access path to water through the non-turf and non-disturbance buffer areas; with condition to install a split rail fence along non-disturbance buffer; plant five (5) native hardwoods; all as depicted on the site plan prepared by Young Associates, received on September 29, 2025, and stamped approved on October 6, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, ti a r Glenn Goldsmith President, Board of Trustees ° E.ES T� UST. SOUT-HOLD No.- 1O8y$ Issued To* EszQ-ce, of more E:c2S Date. 9 Address `+° 4� M�;�, ���v:�.,�` �, So��o�► THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUS'�fES OFF ICE,TOWN OF SOUTHOLD . . ;. SOUTHOLp , N.Y. 11971 TE L.: 765 1892 Cantrell, Elizabeth From: Hulse, Lori Sent: Tuesday, September 16, 2025 11:32 AM To: Cantrell, Elizabeth Cc: Goldsmith, Glenn Subject: Re: LWRP questions Liz, 1. Grover and Mazzaarini: We can use this if the pool is in the same location 2. MDC needs a new LWRP 3. Eiring: We can use this if the project is the same (if it included the porch and deck) Lori From: Cantrell, Elizabeth Sent:Tuesday, September 16, 2025 9:46:35 AM To: Hulse, Lori Cc: Goldsmith, Glenn Subject: LWRP questions Good Morning, I was able to get three LWRP reports from ZBA's files, however, I have a couple of questions on whether some can be used. All are attached to assist. For the Estate of Thomas Eiring application, it appears to be for the exact same project (new house on vacant lot) with the ZBA review except the Trustees added buffers. The LWRP is from September 2020. Given its age can we still use it? The ZBA determination is still open and valid. For the MDC Trust LWRP report was issued December 2024,the LWRP reviewed side yard and bluff set backs and to construct additions and alterations. I am hoping the Trustees could use this for tomorrow's meeting? Last is Grover/Mazzarini. I attached both the Trustees and ZBA's old LWRP report. Both were from a previous application where the applicant proposed to demolish and construct a new dwelling along with a proposed new pool. The current application is only for the pool, the owners are no longer doing any work to the existing house. The proposed pool matches the previously approved pool from 2021.The 2021 Trustee LWRP report was Consistent for new house/pool but the ZBA LWRP report was Inconsistent for same. Because these were pulled out of old applications that were for a house and a pool, could we even use them? Please advise. Thank you. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 i art Glenn Goldsmith, President y�� FOt��4�'. Town Hall Annex A. Nicholas Krupski,Vice President � 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly '�' �� Southold,NY 11971 Elizabeth Peeples01 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: n5 i i-Ae.-M"AU, Patricia Moore, Esq. on behalf of ESTATE OF THEODORE A. EIRING requests a Wetland Permit to construct a 1,840sq.ft. two-story dwelling with 320sq.ft. attached garage, a 224 front covered porch, a 536sq.ft. seaward deck, and a 450sq.ft. second- story balcony; install an I/A sanitary system; install a stormwater drainage system; install a 14'x35' gravel driveway; and to establish and perpetually maintain a 40' wide non-disturbance buffer area along the landward edge of the tidal wetlands, a 10' wide non-turf buffer area along the landward edge of the 40' wide non-disturbance buffer area, and a 4' wide access path to water through the non-turf and non-disturbance buffer areas. Located: 4077 Main Bayview Road, Southold. SCTM# 1000-78-2-18.4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 4V4 v 6-R 'AA wO r L sr Ssiby R O vie v liyrc njc' j QL6 Present Were: G. Goldsmith N. Krupski E. Sepenoski y1 L. Gillooly ,/E. Peeples VIkCEAF BENIC ARCHITECT PO B..92.Sw W NY U971 www..4NU.mn Issues/Rev'sion Drawln9s B spedRtztwns as instruments of pro/nslorul swke ve,aM shall remain,Me pm" o1 VINCENT BENIC ARCHITECT•No reproa—,in whole or in part,shall.mane wRlwut the written eulMrixation of VINCEWT BENIC ARCHITECT. Tnu auvment is intenaeE sok1Y xor the conslruUon of the MAIN RIDGE proJ«c names nne n w mall—w urea by say ores.wrRec --------------- far any o mmbw.tJm wlBaut the written consent or VINaNT BENIC ARCHITECT. ---------------MEAN of MAIN ATTIC ATTIC i . ------------- _ m _ IT FLOOR N - o ____... 1St FLOOR 378.2 .. _.. ..._. -- - ._.. .. • Drawn: R WN " GARDE eneaw: VB Vend epic 4077 Main Bayview Rd. Southold, NY 11971 JUL 7 2025 / ,FRONT(SOUTH)ELEVATION FRONT ELEVATION Southold Town 0 1 2 3 4 5 6 7 8 9 10 FT Board of Trustees SCALE D+n 9 Numeer A-201 .VBA VINCENT GENIC ARCHITECT PO Boa 92,Sp NY M71 www.vWrM.cpn IsaueE/Revision Drawings A spMncatlons as instruments of Drolessional servke and shall rtmain,Me property of VINCENT GENIC MAIN RIDGE ARCHITECT.No rep-11,In whale or m part,span be ma8e wiMou[the written authorization of VINCENT BENIC ARCHITECT, ---------------- This oocamen[is int—d solely for the--cbon of the p Je nameE hertln anti inall na[be use0 by any omer par for any Omer conserudwn wlmout Me carmen consent DI VINCEM BENIC ARCHTIECT. MEAN of MAIN J ---'- .............-- --- I ATTIC Balcony a Balcony --Deck WA prof t: Sul: ........................ ... ......... _.._._._..-_- 378.2 - GARDE GARDE N,h, cxeckee: xx ve 1 f !r' N, Vend Benic AIA, D LLL��� VV _ NYS*014883 prolae 4077 Main Bayview Rd. Southold, NY 11971 2 EAST ELEVATION J WEST ELEVATION JUL 7 2�nr l 13raMrlq TXh 0 1 2 3 4 5 6 7 8 910FT 0 1 2 3 4 5 6 7 8 910FT SCALE: SCALE: SOU10I6TOY9ti SIDE ELEVATIONS Board of Trustees w___ DnwMe Number A-202 N7 BA VINCENT BENIC ARCHITECT DO BD%9Z Sft*R NY M71 wNe.Yb-h.epll IswW/Reelelen OrtwM1gs N speWOtbns as NlstrvnMh a DnaesLonN SerV W Ye,ena sNtl rernai�,tlIe Drop"a VINcImY GENIC ARCHITECT.No reproauabn,m a"or N pert,Nall De mane -S d me wr 4 I eVUwnxetbn a VINCENT GENIC ARCHRER. Tlae aowmeM u InteiMeO sniff br Ine<onsv"cnon a me Dole«nemea herein ena sn.n mt Be urea or am aner Derties br eny Omer<mstnlcGon MttaV[Ne written<onsant a VINCENT GENIC ARCHITE{T. MAIN RIDGE MEAN of M N ATTIC m 17 I .. _ .. 37B.3 GARDE ._ _._. _....._ ....._._ _. Venci Benic AIA, — NYS*0148�3 pp �L/ D !� E C V vrole<t 4077 Main Bayview Rd. Southold, NY 11971 J U L 7 2025 �L1 i �f REAR NORTH)ELEVATION oreMnD n"` 0 1 2 3 4 5 6 7 8 91OFT REAR ELEVATION I SCALE: Southold Town Board of Trustees A-2 0 3 v;NCEN7 BENIC ARCii7:EC- 52'-0" PO Boa 92,S-1d NY 11971 www.wa+cn.mm 16'-0' 20'-0' 16'-0' Issve4)Beviswn ll a 8atlons as-MM Of W of protBENICal seMte \/\�J- anE shall rcmaln,Uie propeM of VINCEIIC GENIC ARCNIt th, 11 rcproOUNon n wf w�n part,sMll CH n. O wthput the written euMar vton o/VINCEM GENIC AB tr,,t . This d—Int—.h InteMea solely/or tM construttlon Or IM pajeR nameA Herein and 0111 not G usaE Ey,nY other pvtMs /or am other GENIC--Ma.conser wmrwt the wntten consent o/ VINCEM 3 Living Rm Kitchen Dining Rm 4 16'0° 15'-S;li" 20'-2' 15'5' $ I I I I Ba8lroom r r Hall Hal Family/MeOia Rm Ili Bailer Rm - O ven prol e: SeN: J)9.2 Dawn: VM CM1e 1,. vB 32'-0" 20'-0" 16'-0" ® Venct Benic Alk NYS4 01486 sB'-0 Pro-4077 Main Bayview Rd. Southold, NY 11971 Dnwlrg TINe u ,4 J U L 7 2025 1st FLOOR PLAN 1st FLOOR PLAN 01 2345678910FT SCALE: Dawing NumEer I Southold Town ' Board of Trustees A—1 0 NBN VINCENT DERIC ARCnITECT m am 91,5009reld W 11971 .wnyaaarA.mfn Isa�ea/Revision 52'-0' ..�Balton _--NOW%——_ — ___ _ Master Drawings a spetlnudom as Inswmenes of prohsslnrwl servlu -- --— Bathroon and shall remain,the p 9-y of VINCENI BENIC —----- - - ------ - -- ARCHITECT.No reproduction,in whok or In part,shall Ia made '— - without the written.."'In—of VINCENT GENIC ARCHITECT. Thls document 11 Mended sekly for In.tonslructlon of Me project named Wall,and shall not Ee use.. d By any oNer parties -..___ ...._._. I"any IMer conah,Won without the written consent of _— VINCENT BENIC ARCHITECT. Ui Master Bedroom Closet Betlroom Master Master t2'_11 Closet Bed— 15'-1 ® ia. 9 Bathroom Hall I Laundy ntry H oven tc'. amily Rm Attic - Below'•, V.proj a: Seal: WMwn: eneaea: VB N 68-0 r• Drawing rdk 4077 Main Bayview Rd. Southold, NY 11971 ��f T 2ND FLOOR PLAN `.. / Dawing me L� 0 1 2 3 4 5 6 7 8 9 10FT a JUL 7 2025 scALe: 2ND FLOOR PLAN t brewing Number Southold Town Board of Trustees A-1 02 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PFRPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 )CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LEN)INO INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT n,yNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. p 400 Ostrander Avenue, Riverhead, New York IICIOI ' \ 116/111= �''9h/th S� es�S66q�t 8 tel. 63I.727.2305 fax. 65I.127.0144 `ate,, F Cr Is! odminayoungengineering.com J Co ee oh 9cR17tNo 08 Howard W. Young, Land Surveyor C qIL! y Thomas G. Wolpert, Professional Engineer rlc. Co ree S/on Douglas E. Adams, Professional Engineer Jl / e�% fi`I 'F fi Daniel A. Weaver, Land Surveyor / / s 'V/4 h A C, 6 O " of W 848 i ° " L 44�0' I he C6e I0s oo HEALTH DEPARTMENT U5E ? 9 h. e st °` Yy APPROX. LOC. OF ' �'� / \ CMF /ES pv&O ) 'S q SANITARY SYSTEM 0.0'E C� c �8 M1 V u LANDWARD LIMIT OF \ I j -7 y� �� / �� •�� TIDAL WETLANDS AS \ J U L / - 4 FLAGGED BY SUFFOL �- NVIRONMENTAL, INC.. � ON 03/13/19. AND ` Aa LOCATED BY US ONO3/21/19. �O � O #5 P#4 / TREES/WOODS TO REMAI 2#3 LIMIT OF CLEARING & EDGE F #2 GROUND DISTURBANCE ° WOOD _ #1 QJ� , 0 AREA=12,356 SQ. FT. NON_DIS7UIL R9 �0 LIMIT OF WOODS/TREES/CLEARING & 0 T FENCE A CE B(,R PIPE tiC� �\0 / GROUND DISTURBANCE 617 0.5'W � (J J� / PIPE " `� ! 0 4.29 0 �� Q O W ,' ` ( PROPOSED LA \6 10_N N- TURF BUFF R � ZONE AE (EL=6 CO L I WATER SERVICE � d ) "V / TREES/WOODS TO BE "" . 4.39 -7 68 tTi 1 -LAWN DW /- ZONE X Q 0\ / CLEARED PIPE ` _8- _ o+ o°• s2 W (0.27 ANNUAL o41' 0.2' CHANCE / 0.4 W 9'7 2 9.6 ZONE X FLOOD o , ) /4 D 3? o S .A.+ (0.29, ANNUAL CHANCE OF FLOOD) / EXISTING p °o• d \" ZONE SANITARY ( , " 209 NE B4 � PIPE X TEST HOLE DW SYSTEM i- , / P �s oo, - 0.3'W \ITBY Mc IENGE ° 0 6' DIA. DRYWELL DATE: O&AC1115 10 15,, \ _ 's°, �S, FOR OUTDOOR SINK / �/ti / \ O EL=a.q O.O' STOCKADE PROPOSED 2 STORY / FENCES ,O / PROPOSED�Sj s LaE> °O \ HOUSE & GARAGE MIXED 5AND / o / �3 BEDROOM) lV /'QP DRIVEWAY 00\ �� Al v h PROPOSED FEEL=13.5 d LOAM 14'x35'=490 SF Q LOCATION FOR GFEL=12.0 2.01 CONTROL PANEL / PROPOSED NT & BLOWER BROWN SILTY o , / \ SAND SURVEYOR 5 CERTIFICATION ,/� O S SYSTEM 10.5910.7 $/0 10.84 I (5M) -- aamga o nI m- a:' 00 }\ 8�0 �� PALE BROWN * WE HEREBY CERTIFY TO E S TAT E OF T H E O D O R E A. CMF / /S /Ij� ZC�° ��y /.00 \ FINE SAND E I R 1 N G THAT THIS SURVEY WA5 PREPARED IN A GE WITH N 0.0'N �J j ,I 0 1 4 THE CODE OF PRACTICE FOR LAND SURVEYS LEGEND 0.o'E , / �,� a•Z*�A p�`,p0 \ 7•o' NEW YORK STATE ASSOCIATION OF PROFES Q�t�,Lr 100 �4J'�� PALE BROWN SURVEYORS. .✓ �'✓ )"•.(' s GMF = CONCRETE MONUMENT FOUND /� // / tY`c� '7p� // �� - SILTY r5AND * INE OPINE THAT IN AN EASEMENT, A GRA T{>1 Ar GRANT bNLY;: 0 EOP EDGE OF PAVEMENT �(, , / THOSE RIGHTS THAT THE LANDOWNER HA A r S i}/ 12.52 /. �f7� Off. 6WEL-I.I 8.8' L G10�E._: r = WATER VALVE \ 9 /L` / WATER IN r )d, C'r o Da /Y9� OA /S`S/o hC! �.,{ Oh h PALE BROWN RO = ROOF OVER FA i 94 OS�0, �d S 7 /}I`p // �G! O SILTY SAND `T . •.;'_�_;. ;/ �, = FIRE HYDRANT i+yrti i 0,,, e/ c 7 ! e � o ✓ zl %, ,. \ ( ,� //' hi.! ¢, S / 7q 9 /. lo.o' HOWARD W. YOUNG 5. L.S. 45843 S^ 4 - c rQ = UTILITY POLE �2 gJ *A S! O WATER IN r. `�• �,, � f7 /' PALE BROWN DANIEL A. WEAVER, N.Y.S. L.S. NO. 50771 ' O• = PIPE FOUND \ o e FINE SAND !' 1'7.0' #5 = WETLAND FLAG 6 NUMBER / 4S H16HE5T EXPECTED/ SURVEY FOR � 10 GROUND WATER EL-1.1 may►' 51TE DATA }� kill4 ESTATE OF THEODORE A. E I RI N6 gom,gariate OW AREA = 40,012 50. ET. * VERTICAL DATUM = N.A.V. DATUM (Ia88) � of Southold, Town of Southold a * SEE FLOOD INSURANCE RATE MAP PANEL NO. 36103G0166 H LAST Suffolk County, New York DATED SEPT. 25, 2009. ADJACENT AREA LOT 00\1ERA6E * DEPTH TO GROUNDWATER = a FT ADJACENT AREA n=517,252 50. FT. BUILDING PERMIT 5URVEY * NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 3 PROPOSED 2 I6.ctY * MINIMUM REQUIRED I/A OYVTS CAPACITY = 400 GAL 2 STORY FRAME HOUSE 4 GARAGE = ,a20 SQ. FT. = NOTES 78 Block 02 Lot 18,4 � * PROVIDED I/A OWTS CAPACITY = 600 GAL County Tax MQp District I000 Section a goattga�orialc:: 0 o * LEACHING SYSTEM REQUIRED = 500 SFSWA I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY * LEACHING GALLEYS PROVIDED 318 SFSWA FUJIGLEAN USA. FIELD SURVEY COMPLETED JUNE 21, 2018 a = MAP PREPARED DULY 05, 2018 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND ENGINEER'S CERTIFICATION Record of Revisions * AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED TO MAINTAIN 5GDH5 REPRE5ENTATIVE5 SHALL OBSERVE THE INSTALLATION pmHg"-""°°"'" PROPOSED LAWN AND/OR PLANTINGS. OF THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL RECORD OF REV151ON5 DATE THREE PRIOR TO BAGKFILL. • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE DISPOSAL SYSTEM(5) FOR TH15 PROJECT WERE DESIGNED BY ME WETLANDS MAR. 21, 20 CERTAIN AREAS NAME CHANGE APR. 22. 20ig goRrcgaswn"Irti OR UNDER MY DIRECTION 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE . BASED UPON A G,�REFUL,,,Q�I`1L2 THOROUGH AMENDED BUILDING PERMIT DATA AUG. O6, 201cl DIRECT SUPERVISION OF A FUJIGLEAN U5A REPRESENTATIVE. STUDY OF THE SOIL, SITE AND GROUNDWATER C, ,4 L AMENDED BUILDING PERMIT DATA NOV. 24, 2020 FACILITIES, AS PROPOSED CONFORM TO THFF OL.K GOUN * WOOD5 TO REMAIN = 6,545 50. FT 7 AMENDED BUILDING PERMIT DATA JAR 25, 2021 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT DEPARTMENT OF HEALTH SERVICES CON5TR TION:5TANDARDS 10' NON-TURF BUFFER AUG. 12. 2021 IN WOODS TO BE CLEARED = 12,122 Sa. FT EFFECT AS OF THIS DATE. /a`:''''✓ BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER 5GDH5 NOIA#I SEP, OT 2021 * LAWN/LANDSCAPE = 8,707 50. FT SGDHS NOIA#2 NOV, 12. 2021 o MUST BE SUBMITTED TO THE 5UFFOLK COUNTY DEPARTMENT OF � �.; � e •.1 ", HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A ,`- GENERAL AMENDMENTS FEB. 27, 2023 * PROPOSED OWT5 RE615TRATION BY THE 5GDH5 IN ACCORDANCE WITH .� .,ri_ n ^�' r` r" .�.» �. �� �; � F:, 50 O 25 50 100 150 o HOUSE = 1,540 50. FT. ARTICLE 14 OF THE 5UFFOLK COUNTY SANITARY CODE. "8 '` ✓ `, GARAGE = 320 50. FT. HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3n� �`'°yam. Scale: I° _ ✓OI 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). Ja FRONT DECK = 224 50. FT. THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61453 JOB NO. 2015-0122 BACK DECK = 536 50. FT. 6. THERE ARE NO UNDERGROUND UTILITIES ON THE SUBJECT DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808a7 .� ; ,'_r`;,'`;. J' DWG. 2018_0122_bp I OF 2 PROPERTY UNLESS OTHERWISE SHOWN. �_. (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPEOFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF TIE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 631.727.2303 fax. 631.727.0144 16' 5' 9' admin®youngenglneering.com I STORY 4" PVC 0 4" PVC (P 4" FVC o FRAME HOUSE 2.009b MIN. 1.0036 MIN. I.00x MIN. (3 BEDROOMS) Y•i'y11' YY�✓.✓Y 1< Y1'�Y FFEL=13.5 RISERS 4 COVERS z WITH SAFETY LIDS LOCKING Howard W. Young, Land Surveyor 2 MPG BY TUF-TITE OR CA5TING TO Thomas G. Wolpert, Professional Engineer SWEET AIR VENT GAP �o APPROVED EQUAL GRADE PRECAST Douglas E. Adams, Professional Engineer MFG BY TUF-TITE DEL=11.5 I RIM=11.0 RIM=10.5 TOP SLAB Danlel A. Weaver, Land Surveyor (5' MIN FROM ANY EL=10.5 DOOR OR WINDOW) I GONG. COVER ------AIRLINE--- P o HEALTH DEPARTMENT USE IE=8.6 5 -. . ° VENT goRn9aoriN� HOLE IE=8,1 IE=5.0 IE=-r.g IE=7.B CONNECT 3" PVC VENT LINE IE=5.3 4' TO VENT HOLE IN OW5T SEE DETAIL FOR OWT5 COMPONENTS 4' DIA. DISTRIBUTION BOX PROVIDE GLEAN OUT AT FACE OF BUILDING PROVIDE END GAP LEVELING DEVICE 50T=4.1 MDL#5L-4 MFG BY TUF-TITE OR II I f AIR LINE TO BLOWER APPROVED EQUAL FOR ALL F'�—$'-s° JUL 7 2025 &00 GAL. I/A OWTS DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING GALLEY MDL. GEN-5 MFG. BY FUJIGLEAN USA TOTAL OF (5) 5ALLEY5 HYDRAUL 1 G PROFILE 315 SFSWA 1 S�)!Atlold Tovgn HIGHEST EXPECTED GW EL=1.1 11,02:dafTr�a;T.�rs 50ALE: NT5 - '- 1 CONTROL PANEL MOUNTED NOTE: ALL CONDUITS METER N 4"x4" PRE55URE BETWEEN PANEL AND INCOMING SERVICE TREATED WOOD P05TS TREATMENT TANK MUST BE ALARM/CONTROL SEALED TO PREVENT GAS PANEL MDL#1041g12 MAC "R" AIR BLOWER LEAKAGE INTO PANEL. DEDICATED CONTROLLER "A" MDL#MACSOR 15 AMP BREAKER MFG BY SJE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION RESISTANT BLOWER DEVICE; 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY ENCLOSURE USE ALARM/CONTROL PANEL MDL#1045040 #12-2 AWG WITH GND IN I" PVC CONDUIT [ CONTROLLER "G" MFG BY SERVICE I 5JE RHOMBUS PANEL ELEG. CONDUIT z OWTS WIRING PER MFG. 0 1 I AIR LINE TO HARDWIRE M ( FUJIGLEAN OW75 ! I FIN. GRADE LELEGTRIG SUPPLY ELECTRICAL TO BLOWER GROUND SJE RHOMBUS MAGIOOR FUJIGLEAN SUPPLY TO FUJIGLEAN ENGINEER'S CERTIFICATION CONTROL AIR BLOWER AERATOR ONTS SPLICE BOX PANEL ��Kaa«TIA�T CONTROL PANEL 4 BLOWER • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE ELECTRICAL ONE-LINE DIAGRAM 5GALE: TUTS DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME s OR UNDER MY DIRECTION. BASED UPON A GAREFU OUCH STUDY OF THE SOIL, 51TE AND GROUNDWATER NDITI'0 51--AL N FACILITIES, AS PROPOSED, CONFORM TO TER UFFOLK COUNTY; k DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS' I j N EFFECT AS OF TH15 DATE. S, -1/2' VENTILATION PIPE .GI SCUM BAFFLE B CHAMBER Volume(gal) BLOWER SPECIFICATIONS ; Q Sedimentation Chamber 277 MODEL MAC 80R -104 (2) Anaerobic Filtration Chamber 278 AIR FLOW r;,y : J• C y a,.t s 10 -7 -o4 --i Q Aerobic Contact Filtration Chamber 127 NORMAL PRESSURE 2.2 PSI =` p ECIRCULATION ® Storage Chamber 63 POWER 120V/I.OA/601]z HOWARD W. YOUNG, N.Y.5. L.5. No. 458g3n \ AIR LIFT PUMP © Disinfection Chamber 4 OUTLET CONNECTION 3/4 INCH THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 ISINFECTION © CYLINDER (OPTIONAL) POWER55 W Total Volume 749 EIGHT WER CONSUMPTION 1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSg 7 VI 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS POWER CABLE 6 FEET A 4 A Anaerobic Media PP/PE Filling Rate 32°/D _ SURYEY FOR 4'-0 ' ° Installation/Operation&Maintenance Notes: © Board Type Aerobic Media PVC/PP/PE Filling Rate 16/0 Aerobic Media PP/PE Filling Rate 57°/D - Install blower on concrete base. Ensure adequate ventilation and protect against sunlight.FFLUENT Blower FR cfm - Maintenance requires a trained technician. ESTATE OF THEODORE A. E I R I `�I 6 INLET BAFFLE �- � AIR LIFT PUMP Tank FRP - For maximum efficiency,inspect and clean internal air filter O Piping PVC/PP/PE once every 3 months Access Covers Plastic/Cast Iron - Replace diaphragm/valve assembly once every 12 months Disinfectant(Optional) Chlorine Tablets (Note: A damaged diaphragm will trigger the Automatic-Stop at Southold, TOWn of Southold o RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE function). Suffolk County, New York (CLEANING ❑PENING) g FLOW OPENING (TYP B M PLAN VIEW " 4' MANHOLE BUILDING PERMIT 5URVEY ' 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION CYLINDER (OPTIONAL) Ca' LOW OPENING County Tax Map District 1000 Section 78 elo�k 02 Lot 18.4 0 1 ❑ARD TYPE a CONTACT MEDIA FIELD SURVEY COMPLETED DUNE 2g, 2018 MLVI. _= MAP PREPARED DULY 05, 2013 Record of Revisions © RECORD OF REVISIONS DATE WETLANDS MAR. 21, 201g NAME CHANGE APR. 22, 201cl 5'-5' 5' 5' ECIRCULATION AMENDED BUILDING PERMIT DATA AU&. 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Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 6, 2025 Re: LWRP Coastal Consistency Review ESTATE OF THEODORE A. EIRING SCTM# 1000-78-2-18.4 The application referenced above is to construct a 1,840 sq. ft. two-story dwelling with 320 sq. ft. attached garage, a 224 front covered porch, and a 536 sq. ft. seaward deck; install an I/A sanitary system, a stormwater drainage system; a 14'x35' gravel driveway; and to establish and perpetually maintain a 40' wide non-disturbance buffer area along the landward edge of the tidal wetlands, a 10' wide non-turf buffer area along the landward edge of the 40' wide non-disturbance buffer area, and a 4' wide access path to the water through the non-turf and non-disturbance buffer areas. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with the LWRP policies with the following conditions: 1. Prior to clearing, the landward boundary of the non-disturbance buffer is marked with stakes and inspected for accuracy. 2. Install a split-rail fence or some other substantial marker/barrier along the boundary of the non-disturbance buffer to clearly mark the location during construction, and prevent vehicles and materials from encroaching. The conditions above will help ensure that the action will remain consistent with Policy 6.1 A & B of the LWRP by protecting the buffer to the wetlands and creek, and thus avoiding the physical loss or degradation of the wetland, and helping to retain indigenous plants to maintain the ecological value of the wetland. The conditions also help ensure that the action is consistent with Policy 5.2 by taking steps to prevent accidental over-clearing, and storage of excavation materials in the buffer that could lead to stormwater runoff. The proposed non-disturbance and 10' non-turf buffers lend towards meeting Policy 5.1 & 5.2 to prevent point and non-point source discharges into Southold's coastal waters and avoid land and water uses that would adversely affect water quality. The proposed I/A system is also meeting Policy 5.1 C. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Page 12 Glenn Goldsmith,President Q s�(,�d' Town Hall Annex A.Nicholas Krupski,Vice President , ',`�� !y��4 54375 Route P.O.Box 1179 Eric Sepenoski -jog Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples yo Fax(631) 765-6641 c BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only II E Coastal Erosion Permit Application �l Wetland Permit Application Administrative Permit J U L 7 2025 Amendment/Transfer/Exte sio Received Application: 7 3 ?i� Southold Town Received Fee: LSD Board of Trustees Completed Application: incomplete: . _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �LWRP Consistency Assessment Form Sent: CAC Referral Sent: ]jDate of Inspection: 10 Receipt of CAC Report: pilk _Technical Review: __��_Public Hearing Held: X Resolution: Owner(s) Legal Name of Property (as shown on Deed): Laureen Feehan, executor Estate of Theodore A. Eidng Mailing Address: 46 Garfield Avenue, Glen Head NY 11545 Phone Number: c/o Pat 631-765-4330 Suffolk County Tax Map Number: 1000- 78-2-18.4 Property Location: 4077 Main Bayview Road, Southold' _ (If necessary,provide LILCO Pole 4, distance to:cross streets, and location) AGENT(If applicable): Patricia C. Moore Mailing Address: 51.020 Main Road, Southold NY 11971 _ Phone N.ber: 631-765-4330 _ Email: Pcmoore@mooreaqtttys.com C, g1a1� . 'Board of Trustees Appiica�„ .�A GENERAL DATA Land Area(in square feet): 40,012 S F _ Area Zoning: r-40 i Previous use of property: vacant Intended use of property: house with deck Covenants and Restrictions on property? Yes _E_No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? AYes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes =No If"Yes", please provide copy:of decision. is project re any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes__Z_No Prior permits/approvals for site improvements: Agency Date Trustees#9972 expires 9-18-25 DEC expires1-27-26 HD and ZBA expires 11-22-27 ZBA expires 12-22-25 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_L L_No_n Yes If yes,provide explanation: Project Description(use attachments if necessary): same as previous approval 17840 SF dwelling,320 SF garage, 224 front deck & 536 back deck 14' x 35' gravel driveway, IA sanitary, gutters to leaders to drywells 40' nondisturbance buffer with 4' access (wood chips) to water and 10' non-turf buffer Board of Trustees Appli+caL�i�(ta WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: construct a new house Area of wetlands on lot: 4,000 square feet Percent coverage of lot: 50% % Closest distance between nearest existing structure and upland edge of wetlands: Vacant feet Closest distance between nearest proposed structure and upland edge of wetlands: 56' feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 60 cubic yards How much material will be filled? back fill cubic yards Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: flat Manner in which material will be removed or deposited: standard construction equipment for house and sanitary construction Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): none- topography of lot maintains development away from wetlands nontuf and nondisturbance buffer provided with permit #9972 (C&R's)..__ 617 2© Appendix B Short Environmental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by.or useful to the lead agency;attach additional pages as necessary to supplement any item. ' Part l -Project and Sponsor Information Name of Action or Project: Estate of Theodore A. Eiring Project Location(describe,and attach a location map): 4077 Main Bayview Road, Southold Brief Description of Proposed Action: new house with decks and new sanitary system Name of Applicant or Sponsor: Telephone:C/o 765-4330 Estate of Theodore A. Eiring &Mail: pcmoore@mooreagtttys.cog� Address: 46 Garfield Avenue, City/PO: State: Zip Code: Glen Head NY , 11545 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. if no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Building Department artment 0 3.a.Total acreage of the site of the proposed action? 1 acres b.Total acreage to be physically disturbed? .05. acres .c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1 acres 4. Che I land us at occur on,adjoining an ar the prop9mqaction. Urban Rural(non-agriculture) . Industrial Commercial Residential(suburban) Forest [:]Agriculture. Aquatic DOther(specify):._ Parkland Page I of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? F,71 b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? + NO YES If Yes,identify: West Creek ❑ ✓0 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 1/✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO 0 YES If No,describe method for providing wastewater treatment: IA system. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? / b.Is the proposed action located in an archeological sensitive area? jL 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO_ YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and.extent of alterations in square feet or acres: 14. mify the typic bitat types that oc n,or are likely to be found on t roject site. Check all that apply.: Shoreline Forest Agricultural/grasslands Early mid-successional ✓ Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow.to adjacent properties? ZNO DYES b.Will storm water discharges be directed to established conveyance systems ff an drains)? If Yes,briefly describe: O YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO ' YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: - �� ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe:_ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of re mediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Patricia C. Moore Esq. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible forthe completion of Part 2. Answer all ofthe•following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or,intensity of use of land? a. 3. Wit[the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporateEl reasonably available energy conservation or renewable energy opportunities?- F-1.. 7. Will the proposed action impact existing: EJ a.public/private water supplies? b.public/private wastewater treatment utilities? D El 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will,the proposed action result in an adverse change to natural resources(e.g.,wetlands, � �I waterbodies,groundwater,air quality,flora and fauna)? l(—J El Page 3 of 4 No,or Moderate small to large impact impact may may occur i occur 10. W ill the proposed action result in an increase in the potential for erosion,flooding or drainage . problems? 1]. Will the proposed action create a hazard to environmental.resources or_human health? El O Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact.should be assessed considering its setting;probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and: cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the,proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. aCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees !� Name of Lead Agency Date. President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer, Signature of Responsible Officer in Lead Agency^ Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I,LAUREEN FEEHAN,residing at as executor of the Estate of THOMAS EIRING,as owner of the premises 4077 Main Bayview Road, Southold,NY 11671,3CTM# 1000-078.00-02.00-018.004 in the town of Southold,New York,hereby authorizes Patricia C.Moore to act as my agent and handle all necessary,work involved with the application process for permits)from the Southold Town Board of Trustees for this property.. U�Ou4svCyO Laureen Feehan,Executor Sworn to before me this day of �V J►-e_. .2025 Notary Public. JOSEP9H:F GUTLtBER JR Notary Public,:State of NewYork No.02GU4784416 Qualifled in Nassau County 2D25 Commission Expires'November 3Q,=1! Board of Trustees Applica,t.4..,,i AFFIDAVIT LAUREEN FEEHAN as EXECUTOR of the Estate of THOMAS EIRING,being duly sworn deposes and affirms that he/she is the applicant for the above described permit(s) and that all statements contained herein are true to the.best of his/her knowledge and belief, and that all work will be done in the manner set forth in this application and as may be approved by the Southold town board of trustees. The applicant agrees to hold the town of Southold and the board of trustees hazniless and free from any and all damages and claims arising under or by virtue of said permit(s), if granted. In completing this application,i hereby authorize the trustees,their agent(s)or representatives, including the conservation advisory council,to . enter onto my property to inspect the premises in conjunction with this application, including a final inspection. I further authorize the board of trustees to enter onto my property and as required to insure compliance with any condition of any wetland or coastal erosion permit issued by the board of trustees during the terms of the.permit. Laureen Feehan as Executor Sworn to before me this Z_day of t),Ne 2025 'Notary Public JOSEPH F OUTLEBER JR Notary Public,State of NewYork No.02GU4784416 Qualified In Nassau County 2 2 commission Expires November 30,2M APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. — YOUR NAME:LAUREEN FEEHAN as Executor of the Estate of THOMAS E1RING and PATRICIA C.MOORE (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name) NAME OF APPLICATION:(Check all that apply.) Tax grievance Building Variance X Trustee Change of Zone Coastal Erosion Approval of plat. Mooring . Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer. or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)'a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the•balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate.stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DF,SCRIPTION OF RELATIONSHIP Submitted this day of�U Q 2025 Signature /Z[.n e0.. -t47i Itifr.r.a Print name LAUREEN F EHAN Submitted this. 2025 Signature Print name$ IA C.MOORE Bbard of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 1�01 �� P✓a �� ? ?�-a - -2y ?(5-- JL STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 720 Notary Public BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF ESTATE OF THEODORE EIRING MAILING Applicant's Land Identified as 1000-78-2-18.4 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Madison Messina, residing at Riverhead, New York, being duly sworn, depose and say that: On the 5TH Day of September, 2025, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. Ma ison Messina Sworn to before me This ay of September 2025 (Notary Public) �� i WtLAAAM o mWRE Notafy PuNiC. State Of NOW YOtk No.02NI04632728 of iA!ekl in SWitolk County p� Cor•r�s5 on Extwes Mar6A 10., (q ro _j_ r 117 rtf Mail F q A 0 I led all Fee Ln ru $ Certified Mail Fee Iff- ru $ Extra Services&Fees(check box,add fee as appropriate) Ir Extra Services&Fees(check box,add fee as appropnate) ❑Return Receipt(hardccpy) ❑Return Receipt(hardoopy) $ C3 Ej Return Receipt(electronic) $ E3 E]Return Receipt(electronic) $U3 Certified Mail Restricted Delivery $ PoAll6rk' Post4ik C3 0 1 Here C-3 El Certified Mail Restricted Delivery $ 6 I M El Adult Signature Required _3 E:3 []Adult Signature Required $ <, C3 El Adult Signature Restricted Delivery$ C3 E]Adult Signature Restricted Delivery$ 41'�,­, Postage Lrl C3 Postage to $ Er Total Postal E3 U_ Total Po,' $ Lisa Jellett Cm rq Sent Luis M. Portillo ru t T Walter K. Risse rq Sent To sireeiandq ru ...... Elena M. Demasin 16 Ramsgate Rd C3 'SiF65t ai —----- 544 1st St.Apt B Cranford NJ 07016 City,Sta- GreenportNY 11944 M I Ln Er rq 997.Mson= Ln -I- Certified Mail re ru $: Er Extra Services&-res(check box,-.,td fee a.,appropmt.) .at. Receipt ( 0 Return 7Recelpt(hardcopy) $ <I- 1:3 0 Return Receipt(electronic) $ P (.ark El Certified Mail Restricted Delivery $ ere C:3 0 Adult Signature Required $ El Adult Signature Restricted Delivery$ C3 Postage m Ir $ C3 Total Post Marc L Zupicich Sent To Tonya Hurowitz ru Streetanc 35 Chatfield Road ........ Bronxville NY 10708 ........ ® m r� Ir it fr � a 3t f ,�i � € r t � � rt t.,v Certified Mail Fee -- Certlfled Mall Fee ni Er Extra$ Ir Extra Services&Fees(check box,add fee as appropriate) a4 Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ �; _'` ® ❑Return Receipt(electronic) $— POstfngrk Lj ❑Return Receipt(electronic) $ P,ostmark ® ❑Certified Mall Restricted Delivery $ �.•= tare El Certified Mall Restricted Delivery $ '.a; Here ❑Adult Signature Required $ r-IEl Adult Signature Required $ _. n ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ ® Postage Postage Ln U1 117 Total Posto a— Total Post $ $ 600 Glenn LLC a Sent To Francis W Schriefer ra Sent To ru p Streetani tv tree- 3 Sandie Lane 4075 Main Bayview Road __e__ Street treet and Manorville NY 11949 City,State; Southold, NY 11971 ctry state - r r r era•r�• - Cr ®. ® fill ®. 1:0 Ir mmmmm b F' T3 6 - � r-9 0 ti i� ;:8 III I fE 11,1111, Ili Ln Certified Mail Fee Certified Mail Fee rj $ rU $ Er Extra Services&Fees(check box,add fee as appropriate) Er— Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ t��:,,��, n ❑Return Receipt(electronic) $ POs>:rnark ❑Return Receipt(electronic) $ Po ti�lTK� ® ❑Certified Mall Restricted Delivery $ •l-here ❑Certified Mall Restricted Delivery $ 9Te ® ❑Adult Signature Required $ p []Adult Signature Required $ Via` ❑Adult Signature Restricted Delivery$v ❑Adult Signature Restricted Delivery$ as• (D Postage p Postage ErTotal Pos Er Total Pot $ Christie O'Reilly $ Peter Jacques Jr. r1 Sent To � Sent To 4079 Main Bayview Road I� Joseph Martin ,t, SPreeiani 50 Prescott Ave __. r3 Street an Southold NY 11971 City-Stati Bronxville NY 10708 --- city,Stat I ° ° ®0%0751F THISZECTION ON DELIVERY ■ Complete items 1,2,and 3. ,,.. 'A. Signatu�ej ■ Print your name and address on the reverse X {; r- ❑Agent so that we can return the card to you. I /`— ' ❑Addressee ■ Attach this card to the back of the mailpiece, a eceived by rinted Name) My, Delivery or on the front if space permits. -- 'lJl1/IQSa 1_Article Addressed to: D. Is delivery address different from item 1? Er Yes wlarc L Zupici::;h If YES,enter delivery address below: p No I onyx Hurowitz .15 -Chatfield Road Bronxville NY 10708 II I I I I II I I I II I II III III II III III II III III 3. Service Type Q Priority Mail Express ❑ ❑ Adult Signature Registered MaiITM 0 Adult Signature Restricted Delivery ❑Registered Mail Restriotpr ❑Certified Mail© Delivery 9590 9402 8180 3030 4358 58 ❑Certified Mail Restricted Delivery ❑Signature Confirmation` ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ❑Insured Mail'Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE ° COMPLETE SECTIONON ■ Complete items 1,2,and 3. A. Si ure ■ Print your name and address on the reverse �i �� 13 Agent so that we can return the card to you. 6 O Addressee ■ Attach this card to the back of the mailpiece, B. ec d by(Pr' d Name) C. Date De very or on the front if space permits. I. Article Addressed to: D."I delivery a dr s I erent from Item 1? Y If YES,enter dellve address below: ®No Francis W Chriefer 4075 Main rayview load. Southold, NY 11971 II I IIII i IIII III I II IIIIII IIII I I I III II I II II I III 3. Service Type Cl Priority Mall Express® Q Adult Signature 0 Registered MaIITM 0 Adult Signature Restricted Delivery 0 Re istered Mail Restricted 9590 9402 9425 5069 3831 38 0 certified Mails q Signature vary Certified Mail Restricted Delivery ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery Q Insured Mall 0 Insured Mail Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF SIGN ESTATE OF THEODORE EIRING POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-78-2-18.4 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) 1, Patricia C. Moore, residing at Southold, New York being duly sworn, depose and say that: On the 6 day of September, 2025, I personally posted the property known as 4077 Main Bayview Road, Southold New York by placing the board of Trustees official Poster where it can easily be seen, and that I have checked to be sure the post has remained in place for eight (8) days prior to the date of the public hearing. Date of Hearing to be held on Wednesday, September 17, 2025 at or about 5:30 p.m. Patricia C. Moore Sworn to before me this day of September, 2025 C 1 E P M25 i E rC P C 1 pp J .:. No ry Public MADISON MESSINA Notary Public,State of New York No.01 ME6370536 Qualified in Suffolk County O Commission Expires February 05,20LSa 11 U" TICE OF HEAR- 1 `i4G NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ESTATE OF THEODORE A. EIRING SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a 1,840sq.ft. two-story dwelling with 320sq.ft. attached garage, a 224 front covered porch, a 536sq.ft. seaward deck, and a 450sq.ft. second-story balcony; install an I/A sanitary system; install a stormwater drainage system; install a 14'x35' gravel driveway; and — to---establish and perpetually maintain a 40' wide non-disturbance buffer area along the landward edge of the tidal wetlands, a 10' wide non-turf buffer area along the landward edge of the 40' wide non-disturbance buffer area, and a 4' wide access path to water through the non-turf and non-disturbance buffer areas. Located: 4077 Main Bayview Road, Southold. SCTM# 1000-78-2-18.4 TIME & DATE OF PUBLIC HEARING: Wednesday, September 17, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee' Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP_CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as.to its. signifcant beneficial and.adverse effects upon the coastal.area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards. and conditions contained in the consistency review law. Thus, each. answer must be. explained in details. listing both supportinz and non- supporting facts. 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# 78 _02 _ 18.4 PROJECT NAME Estate_of Theodore A. Firing The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category.of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land transaction) . (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: same as previous permit(new application because construction time will exceed permit) constuct 1,840 SF dwelling with 320 SF garage,224 SF front deck and 536 SF back deck,gravel driveway IA sanitary system, 40' non-disturbacnce and 10' non-turf buffer Location of action: 4077 Main Bayview Road, Southold _ Site acreage: 40,012 SF Present land use: vacant(all permits issued) Present zoning classification: r-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Estate of Theodore A. Firing (b) Mailing address: 46 Garfield Avenue, Glen Head NY 11545 (c) Telephone number: c/o 631-765-4330 (Pat) 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes No Not Applicable design of house and buffers preserve community character and environment Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes❑ No❑✓ Not Applicable { 1 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable single family dwelling 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 ❑ No ❑ Not Applicable all activity is upland and out of flood zone Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable SCWA and IA sanitary system Attach ad iti nal sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No 0 Not Applicable i Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town.of Southold. See LWRP.Section III — Policies Pages 32 through 34 for evaluation criteria.. ❑ Yes ❑No.[Z Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid ;waste and hazardous substances and wastes. See LWRP Section III—Policies Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No Z.Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through.46 for evaluation criteria. ❑ Yes J No❑✓ Not Applicable 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. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in'Long. Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Not Applicable PREPARED BY Patricia C. Moore TITLE Attorney DATE 1 /yam Qti r J PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina, Paralegal July 1, 2025 By Hand Southold Town Trustees RE: Estate of Thomas A. Eiring- wetland permit Dear President Goldsmith and Board: This application is the third application for the same project. The first application expired while we were waiting for the DEC approval. The second application waited for Health Department approval, and now will expire on August 18', 2025, leaving no time to build The enclosed application is the identical plan, which has Zoning Board, DEC and Health Department approval and includes the previously required non-disturbance and non-turf buffers. I have included a copy of the previous application(as extended)for your convenience. Thank you for your courtesy. Very truly yours, Parl6c a ?, X"W Patricia C. Moore E V PCM/mm JUL 7 U 2025 Southold Town Board of Trust_.