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HomeMy WebLinkAboutTR-10809A Town Hall Annex s`� T�✓® Glenn Goldsmith, President s® 54375 Route 25 P.G..Box 1179 A. Nicholas Krupski, Vice President Southold, New York 11971 Eric Sepenoski Telephone (631) 765-1892 Liz Gillooly ell- � �® pax (631) 765-6641 Elizabeth Peeples ;re�l �CCUNTi,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES F TRUST YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE ES CHEBOARD CKED OFFEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTT `BE INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/2 constructed !'ti When project complete, call for compliance inspection; Glenn Goldsmith, President ®F S®!/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �O� ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 C®UNT'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10809A Date of Receipt of Application: June 24, 2025 Applicant: Scott Klatsky SCTM#: 1000-115-3-2.1 Project Location: 660 Sunset Way, Mattituck Date of Resolution/Issuance: July 16, 2025 Date of Expiration: July 16, 2028 Reviewed by: Board of Trustees Project Description: Construct a 374 sq.ft. first floor addition and 837 sq.ft. second story addition to existing dwelling; demo existing garage and breezeway; construct 30.5' x 6' covered porch; construction activity within 100' of wetlands. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Caseworks Architects, received on June 24, 2025, and stamped approved on July 16, 2025. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees ARCHITECT: GENERAL NOTES: TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS p--------- ",rty�-�''� ,- �• ADDRESS: F-.�..... ' �f��!�.: . . ,�. � _ r - caseworks 1. All dimensions and existing conditions to be verified STRUCTURAL MEMBER ALLOWABLE DEFLECTION :. in field. 66f A RD : E$ `:: A R C Raters having slopes greater than 3/12 '" 560 SUNSET AVE ," �, N I T E C T S L/180 r __. .. '_ with no finishedceiling attached to rafters /` 2. All permits from the department of buildings prior to _ MATTITUCK, NY 11952 �.D 94 E Jefryn Blvd, Unit C start of work. /J - Deer Park, NY 11729 Interior walls and partitions H/180 t: 212 594 9112 3. Project Manuals, Drawings and other documents f I h that are prepared by the Architect for this project are instruments of the Architects service for use sole) Floors and plastered ceilings t MEP CONSULTANT: y 9 L/360 � � •with respect to this Project and unless otherwise 1000-115.-3-2.1 provided, the Architect shall be deemed the author of 1 these documents; and shall retain all common law, All other structural members L/240 I �y ACREAGE: 1.06 D FL statutory and other reserved rights, including the � �o �` LAND USE: MEDIUM DENSITY RESIDENTIAL copyright. The Owner shall be permitted to retain ' Exterior walls with plaster or stucco finish H/360 IV :2 ::J0Z3 copies, including reproducible copies of the Architect's + o I , CLASS: ONE FAMILY YEAR-ROUND RESIDENCE 1 m °a`': Project Manuals, Drawings and other documents for s1 Exterior was-wind loads with brittle ZONING PRIMARY: R-40 n information and reference in connection with the U240 SouthoIdTow finishes ' r` I BoaroofTrust Owner's use and occupancy of the Project. The �' - I Architect's Project Manuals, Drawings or otherExterior ZONING ACRES IN SECONDARY ZONE: 0.00 CONSULTANT: documents shall not be used by the Owner or others finishes walls-wind loads with flexible L/120 on other projects, for additions to this project or for the FRESHWATER WETLANDS: 0.05 TIDAL WETLANDS: 0.00 completion of this Project by others, except by F agreement in writing and with appropriate compensation Architect. AREA: 0.00 ton to the Ar hi COASTAL EROSION HAZARD AR 4. In areas of reconstruction where there are direct TABLE R301.2 (1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR TOWN OF SOUTHOLD interior disturbances from construction operations and t 4_ I _ m areas requiring shoring provide all interior protection 1 QY_ _q g g P p SUBJECT TO DAMAGE FROM ' including the installation of temporary partitions and GROUND WIND SEISMIC ICE BARRIER SNOW SPEED DESIGN FROST LINE UNDERLAYMENT FLOOD dust barriers. Cost for protections shall be included in ,L G DEPTH TERMITE REQUIRED HAZARDS OWNER/CLIENT: (� v associated repairs. LOAD (mph) CATEGORY WEATHERING �ti �- --;_*��.;-- � 8 � !\ 5. Work for this Project shall be carried out in 20 130 B SEVERE 3 FEET MODERATE YES AE/VE �' t - �' _, 80AL; p�- I-- Scott & Christa Klatsky `�- �' �01,1/1,,j OF 560 Sunset Ave accordance with State codes and requirements or any TO HEAVY ' Xa 5C. Mattituck NY 11952 other agency having jurisdiction. In all cases the more ` < �4 � � . ,_._ .. Y �---------__ wl 1 restrictive limitation of any applicable requirements s shall be followed. All materials, appliances and s Z s methods of construction shall comply with the p Y DEAD AND LIVE LOADS requirements of the 2010 Residential Code of New L_ ,-_ -w -------- York State, and all other applicable authorities. Location DL (psf) LL(psf) Total Gross Area Design Loads unfactored ( ) 1 /6. Dispose of all construction and demolition debris in Ground Floor(ex. + proposed) (psf) ISSUES REVISIONS: DA' 6.81 40 -2,125 46.81 i a prompt and legal manner. Submit manifests for discarding materials requiring such. Issued for Preliminary Bid 08.1 2nd Floor 6.81 30 =740 36.81 `rz < --- � ' Issued for Preliminary Bid 09•1 PLUMBING AND DRAINAGE NOTES Roof(ex. + proposed) 6.81 + 5 20(snow)+ 33 (wind) =2,545 64.81 Issued for Client? t Review- Revised Scope 01.1 Issued for Preliminary Bid- Revised Scope 01.' 1. All plumbing and gas piping work shall be installed Issued for DOB Filing 02•1, in accordance with the requirements of the 2020 Wind Exposure: Category B ., M�RRATp�Kq SAKE e ;\ <1 Wind Zone: 130mph Issued for DOB Filing- Revised Submission 05.0 Residential Code of New York State. y` `.�� 4 Wind Load (psf)=0.00256 x(wind speed in mph)z o„ ` 2. Plumbing fixtures shall be of type and manufacture _ Ground Snow: 20 psf approved for use in New York State. ELECTRICAL NOTES 1. All electrical work to be performed in accordance 2 A-001 DESIGN LOADS with the requirements of the The National Electrical SCALE: N/A 4 A-001 SITE PLAN Code. SCALE:N/A 2. Electrical fixtures and devises shall be of type and manufacture approved for use in New York State, DRAWING LIST ZONING NOTES 1. All Zoning to comply with the Zoning Code of the A-001 GENERAL NOTES, DESIGN LOADS, SITE PLAN Town of Southold A-002 SCHEDULES &TABLES A-003 TYPICAL DETAILS CONSTRUCTION NOTES A-004 PARTITION TYPES // 1. All Construction to comply with the 2018 Wood A-005 ENERGY COMPLIANCE DRAWING SET:. /•Frame Construction manual, W.F.C.M. 2018 DEPARTMENT OF BUILDINGS FILING/ / DM-101 EXISTING/DEMOLITION FOUNDATION PLAN /CELLAR PLAN / DM-102 EXISTING/DEMOLITION FLOOR PLAN PROJECT: SKY EXPOSURE / (DM-103 NOT USED)PLANE House Addition / DM-104 EXISTING/ DEMOLITION ROOF PLAN 560 Sunset Ave Mattituck, NY 11952 A-101 PROPOSED FOUNDATION PLAN /CELLAR PLAN N A-102 PROPOSED 1ST FLOOR PLAN w• o A-103 PROPOSED 2ND FLOOR PLAN DRAWING TITLE: ZI N A-104 PROPOSED ROOF PLAN GENERAL NOTES, DESIGN LOADS, W_j SITE PLAN a {f�-121 NOT USED) i A-122 PROPOSED 1ST FLOOR FRAMING PLAN DWG. SHEET NO: 17'-0" A-123 PROPOSED 2ND FLOOR FRAMING PLAN SIDE YARD A-124 PROPOSED ROOF FRAMING PLAN A-001 .00 -•4 l P A A-201 PROPOSED EXTERIOR ELEVATIONS ?; " s t BSCAN: „nn.. TOWN OF SOUTHOLD, NY-2025-02-25-PART II GENERAL LEGISLATION -CHAPTER 280 ZONING- a A-301 SECTIONS AND DETAILS ARTICLE I GENERAL PROVISIONS- 280-4 DEFINITIONS SKY PLANE OF LOT: I THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING AT ALL PROPERTY LINES PARALLEL E-101 PROPOSED RCP AND POWER/DATA PLAN ---•----N OR ADJACENT TO THE BUILDING OR STRUCTURE AT 10 FEET ABOVE THE AVERAGE ELEVATION OF HE NATURAL GRADE (PRIOR TO ANY GRADE ALTERATION OR FILL)AND EXTENDING INWARD SEAL: Rl~©ABC PROJECT#: 24 TOWARD THE CENTER OF THE LOT AT A 45°ANGLE. ��5 S,. P-101 EXISTING/ PROPOSED PLUMBING PLAN Pau f�` ' X DATE: 05.r DWG BY: EI CHK BY: " 02 99� �- SCALE: AS N( fiop PAGES: 01 ( 1 A-001 GENERAL NOTES 3 A-001 SKY PLANE EXPOSURE 5 A-001 DRAWING LIST SCALE: N/A SCALE:N/A SCALE: N/A Copyright©2025 by caseworks architects, PLLC All rights reserved ARCHITECT: Table 3.1 Nailing Schedule Table 3.5A Top and Bottom Plate to Stud Lateral Connections Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads (Prescriptive Alternative to Table 3.9) for Wind Loads "` casework.) (Prescriptive Alternative to Table 3.5) ARCHITECTS Exposure B Exposure B Joint Description Number of Common Nails Number of Box Nails Nail Spacing Wind Speed Roof Live Load Ground Snow Load Wind Speed 3-second gust(mph) 94 E Jefryn Blvd, Unit C (3-second gust(mph)) 130 20 psf 30 psf (See Fiure 1.1) 130 Deer Park, NY 11729 ROOF FRAMING (See Figure 1.1) 12 24 36 12 24 36 t: 212 594 9112 Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter Stud Spacing Wall Height(ft.) Required Number of 16d Common Nails or 40d Box Nails per Stud Fastener Spacing Rafter Slope Rafter Required Number of 16d Common or 40d Box Nails per Heel Joint Sheathing Rafter Truss . Ceiling Joist to Top Plate (Face-nailed) (see Table 3.4A) (see Table 3.4A) per joist Spacing Connection Location Spacing Panel Interm. Uplift Load per Nail (Ibs) MEP CONSULTANT: Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 8 2 (in.) Edges Supports Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.6) (see Table 3.6) each lap 10 2 12 3 5 8 3 6 9 (in.) (in.) Collar Tie to Rafter(Face-nailed) 1-8d 1-10d per tie 12 2 2 4 8 12 5 10 14 3.12 16 4 7 10 4 8 12 6 12 35 Blocking to Rafter(Toe-nailed) 2-16d 3-16d per block 12 14 2 19. 12 6 6 18 Rim Board to Rafter(End-nailed) 2-16d 3-16d 16 2 24 5 10 15 6 12 18 4 4 12 WALL FRAMING 18 2 12 3 4 6 3 5 7 3 3 9 Top Plate to Top Plate (Face-nailed) 2-16d' 3-16d' per foot 20 2 4:12 8 2 1916 3 5 8 3 6 9 6 12 47.2 3 5 7 3 6 9 Top Plates at Intersections (Face-nailed) 4-16d 4-16d 16 6 6 24 Stud to Top Plate (Toe-nailed) 2-8d 2-10d 24"o.c. 4 4 16 10 2 24 3 6 9 4 7 11 Interior 3 3 12 CONSULTANT: Header to Header(Face-nailed) 4-16d 4-16d 16"o.c. along edges 12 2 12 3 3 5 3 4 6 Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud 16 14 2 5:12 16 3 4 6 3 5 7 Zone 6 12 56 Bottom Plate to Floor Joist, Bandjoist, Endjoist or 2-16d 2-16d 16 2 19.2 3 5 7 3 6 9 19.2 6 6 28 Blocking (Face-nailed) 18 2 24 3 6 9 4 1 7 11 4 4 19 FLOOR FRAMING 20 2 12 3 3 4 3 3 4 3 3 14 Joist to Sill, Top Plate or Girder(Toe-nailed) 2-8d 2-10d per joist 8 2 7:12 16 3 3 5 3 4 5 6 12 70 Bridging to Joist(Toe-nailed) 2-8d 4-10d each end 10 2 19.2 3 4 5 3 4 6 24 6 6 35 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 12 2 24 3 5 7 3 5 1 8 4 4 24 Blocking to Sill or Top Plate(Toe-nailed) 4-16d 4-16d each block 24 14 2 3 3 18 Ledger Strip to Beam (Toe-nailed) 3-16d 3-16d per joist 16 2 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall, header or 6 12 66 OWNER/CLIENT: Joist on Ledger to Beam (Toe-nailed) 4-16d 4-16d per joist 18 2 ridge beam designed to resist the applied loads. 12 6 6 33 2 When intermediate support of the rafter is provided b vertical struts or urlins to a loadbearin wall 4 4 22 Scott & Christy Klatsky Band Joist to Joist(End-nailed) 3-16d 3-16d 20 2 pp y p g 560 Sunset Ave the tabulated heel joint connection requirements shall be permitted to be reduced proportionally to the 3 3 17 Band Joist to Sill or Top Plate (Toe-nailed) 4-16d 4-16d per foot reduction in span. 6 12 87 Mattituck, NY 11952 ROOF SHEATHING 1 Prescriptive limits are based on assumptions in Table 3.5. 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. Wood Structural Panels 8d 10d (see Table 3.10) 6 6 44 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling 16 Diagonal Board Sheathing assembly. 4 4 29 Perimeter 3 3 22 1"x 6"or 1"x 8" 2-8d 2-10d per support 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the Edge Table 3.6 Ridge Connection Requirements for Wind bottom of the attics ace. When ceilingjoists or rafter ties are located higher in the attics ace, no attic 6 12 105 6"or wider 3-10d 3-10d per support Dead Load Assumptions: Roof Assembly DL = 10 psf) p g p Zone CEILING SHEATHING ( p Y p ) storage is assumed, and the tabulated heel joint connection requirements shall be increased by the 6 6 53 ISSUES/REVISIONS: ATE: following factors: 19.2 Gypsum Wallboard 5d coolers 15d coolers 7"edge/ 10"field Exposure B 4 4 35 Issued for Preliminary Bid 8.09.24 WALL SHEATHING 3 3 27 Wind Speed Ceiling Height/Top Plate-to-Roof Ridge Heel Joint Connection 6 3 131 7Issued for Preliminary Bid 9.10.24 Wood Structural Panels 8d 10d (see Table 3.11) (3-second gust(mph)) 130 Height(Hc/Hr) Adjustment Factors Structural Fiberboard Panels (See Figure 1.1) 1/2 2.00 24 6 6 66 Issued for Client Review- Revised Scope 1.10.25 1/2" 11 ga. galv. roofing nail 3" edge/6"field Roof Pitch Roof Span (ft.) Required Capacity of Ridge Connection (plf)' 23 4 1/3 1.50 4 4 44 Issued for Preliminary Bid- Revised Scope 1.17.25 (0.120"x 1-1/2"long x 7/16" head) 12 136 1/4 1.33 1 3 1 3 33 Issued for DOB Filing 2.13.25 25/32" 11 ga. galv. roofing nail - 3" edge/6"field Gable Endwall Fastener Spacing Uplift Load per nail 16 182 1/5 1.25 Issued for DOB Filing-Revised Submission 5.09.25 (0.120"x 1-3/4"long x 3/8" head) Rake or Rake 6 59 Gypsum Wallboard 5d coolers 5d coolers 7"edge/ 10"field 20 227 1/6 1.20 Truss with up to 4 39 Particleboard Panels 8d 8d (see Table 3.11) 3:12 24 272 1/10 1 1.11 Ove Rake rhang hang 3 30 Diagonal Board Sheathing 28 318 Note: Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are 1"x 6"or 1" x 8" 2-8d 2-10d per support 32 363 located above one-third of the top plate-to-roof ridge height, HR, or when HC is greater than 2 feet and Fastener Uplift Capacity 2 3(Ibs) 6"or wider 3-8d 3-10d per support 36 409 may require additional consideration. 12 113 Sheathing Thickness(in.) 3/8 7/16 15/32 19/32 23/32 FLOOR SHEATHING 16 150 Framing Member SG 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 Wood Structural Panels 1"or less thickness 8d 10d 6"edge/ 12"field 20 188 8d common° 70 91 68 100 67 98 63 92 58 86 Greater than 1"thickness 10d 16d 6"edge/ 12"field 4:12 24 226 10d box° 84 101 82 118 81 120 77 114 73 108 Diagonal Board Sheathing 28 263 RSRS-03 g 91 91 99 106 99 114 1 99 1 135 1 99 135 1"x 6"or 1"x 8" 2-8d 2-10d per support 32 301 6"or wider 3-8d 3-10d per support 36 338 1 For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of 12 88 the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used. 16 118 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. 20 147 3 Tabulated values include a load duration factor adjustment, CD=1.6. Table 3.4A Rafter and/or Ceiling Joists to Top Plate Lateral and Shear 5:12 24 177 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails (bright or galvanized). (Prescriptive Alternative to Table 3.4) 32 236 Connection Requirements 28 26 5 Tabulated values for RSRS-03 nails are applicable to carbon steel (bright or galvanized)or stainless steel nails. Exposure B 36 265 DRAWING SET: Wind Speed 12 81 (3-second gust(mph)) 130 16 108 DEPARTMENT OF BUILDINGS FILING SET (See Figure 1.1) 20 135 Table 3.11 Wall Sheathing and Cladding Attachment Requirements Rafter/Ceiling Wall Height(ft.) Number of 8d Common Nails or 10d Box Nails (Toenailed) for Wind Loads 6:12 24 162 Joist Spacing Required in Each Rafter and/or Ceiling Joist to Top Plate PROJECT: (in.) Connection'234 28 188 Exposure B 8 2 32 215 House Addition 12 10 2 36 242 Wind Speed 3-second gust(mph) 130 560 Sunset Ave 8 3 12 76 (See Fiure 1.1) 16 10 3 16 102 Mattituck, NY 11952 8 4 20 127 STRUCTURAL SHEATHING 24 10 4 7:12-12:12 24 153 E F 28 178 ' Prescriptive limits are based on assumptions in Table 3.4. 32 204 Sheathing Location ' Stud Spacing Maximum Nail Spacing for 8d Common Nails or DRAWING TITLE: 2 When ceiling joists are installed parallel to rafters, the sum of the toenails in the rafter and ceiling (inches, o.c.) 10d Box Nails (inches, o.c.)36 229 2018 WFCM SCHEDULES & TABL S joist shall equal or exceed the tabulated number of nails required. 12 6 12 3 To avoid splitting, no more than 2 toenails shall be installed in each side of a rafter or ceiling joist 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not Interior Zone 16 6 12 when fastened to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. located within 8 feet of building corners. 24 6 12 4 Where top plate-to-ridge heights exceed 10', they shall be adjusted as follows: 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 12 6 12 6 psf(0.6 x 10 psf= 6 psf) Perimeter Edge Zone 16 6 12 DWG. SHEET NO: 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing;for different Wall Height 8' 10' 24 6 1 12 �-oO�■OO ridge connection spacing, multiply the tabulated values by the appropriate multiplier below Top Plate to BOARD SHEATHING or LAP SIDING Ridge Height Adjustment Factor (ft) Ridge Rafter/Truss Connection 12 16 19.2 24 48 Sheathing Size Spacing Maximum Nail Spacing for 8d Common Nails or 10, 1.00 1.00 Spacing (in.) 10d Box Nails (inches, o.c.) BSCAN: 15' 1.15 1.25 (inches, o.c.) Multiplier 1.00 1.33 1.60 2.00 4.00 20' 1.40 1.50 1x6 or 1x8 Sheathing 12-24 2 1 x10 or Larger Sheathing 12-24 3 4 For jack rafter uplift connections, use a roof span equal to twice the jack rafter length. The jack I� : � rafter length includes the overhang length and the jack span.4 E-Nail spacing at panel edges (in.) -.' �' _ SE 'L I�RED qRC PROJECT#: 2406-04' F- Nail spacing at intermediate supports in the panel field (in.) r ,,,. ..Cj �+,� DATE: 05.09.25 J�1N 2 ! 2C�c5 �Pau f M .h �top (� DWG BY: EB, DM 1 For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements sill [___ _, , _ IQ11 be used. _.,,:. LhN1 s-6. CHK BY: JPM gazru c Tr��',ees I 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<_G s 0.49. For exterior panel siding, galvanized box nails shall be permitted to be substituted for common �'„� 02 9916 �oQ�c SCALE: AS NOTED ails. op PAGES. 02 OF 19 1 A-002 20189 WFCM SCHEDULES & TABLES Copyright 0 2025 by caseworks architects, PLLC SCALE: N/A All rights reserved ARCHITECT: casework ARCHITECTS 94 E Jefryn Blvd, Unit C . . . PROVIDE ICE PROTECTION A5 PER R905.2.7.1 PROVIDE ICE PROTECTION AS PER R905271 HIGH WIND STRAPPING CONNECTING ALL HIGH WIND STRAPPING CONNECTING ALL Deer Park, NY 11729 WHICH CONSISTS OF AT LEAST TWO LAYERS RAFTERS TO TOP PLATES TO STUDS TO BE OF UNDERLAYMENT CEMENTED TOGETHER HIGH WIND STRAPPING CONNECTING ALL WHICH CONSISTS OF AT LEAST TWO LAYERS RAFTERS TO TOP PLATES TO STUDS TO BE MANUFACTURED BY SIMPSON STRONG-TIE. t: 212 594 9112 OR A SELF-ADHERING POLYMER MODIFIED RAFTERS TO TOP PLATES TO STUDS TO BE OF UNDERLAYMENT CEMENTED TOGETHER MANUFACTURED BY SIMPSON STRONG-TIE. MODEL H2A, H7Z OR H10S-OR APPROVED BITUMEN SHEET TO EXTEND FROM EAVE'S MANUFACTURED BY SIMPSON STRONG-TIE. OR A SELF-ADHERING POLYMER MODIFIED MODEL H2A, H7Z OR H10S-OR APPROVED EQUAL. EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR MODEL H2A, H7Z OR H10S-OR APPROVED BITUMEN SHEET TO EXTEND FROM EAVE'S EQUAL. (BOTH SIDES WHEN RAFTERS DO NOT ALIGN MEP CONSULTANT.- WALL LINE OF THE STRUCTURE. EQL AL. EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WITH STUDS,) WALL LINE OF THE STRUCTURE. R-50 BATT INSULATION j' 1 R-50 BATT INSULATION / STUD PLATE TIES MANUFACTURED BY 1/2"CDX PLYWOOD SHEATHING , •� :� SIMPSON STRONG-TIE CONNECTORS ASPHALT SHINGLES TO MATCH ALUMINUM EXISTING MODEL NO. RSP4 OR APPROVED EQUAL AT EXIST. OVER 15TH BUILDING FELT. / TO MATCH ROOF RAFTERS �• l EVERY STUD TO PLATE CONNECTION WHEN ALUMINUM DRIP EDGE - FASCIA TO MATCH EXIST. I I }DOUBLE TOP PLATE RAFTERS DO NOT ALIGN WITH STUD. r 2x8 R.R. @ 16"O.C. ALUMINUM GUTTER TO MATCH EXISTING VENTED VINYL SOFFIT 5/8"SHEETROCK 2x8 R.R. @ 16"O.C. FASCIA TO MATCH EXIST. R-23+2 BATT INSULATION SEE DETAIL 1/A-2 FOR 2x8 C.J. @ 16"O.C. 2x4 STUDS @ 16"O.C. STRAP DETAIL CONSULTANT: VENTED VINYL SOFFIT 5/8"SHEETROCK 1/2"CDX PLYWOOD SHEATHING SEE DETAIL 1/A-2 FOR TYVEK HOUSE WRAP STUDS @16"O.C. STRAP DETAIL SIDING TO MATCH EXISTING OWNER/CLIENT: 1 A-003 TYP. ROOF DETAIL 2 A-003 TYP. ROOF DETAIL 3 A-003 TYP. ROOF STRAPPING DETAIL Scott & Christa Klatsky SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" 560 Sunset Ave Mattituck, NY 11952 USE SIMPSON Z-MAX OR HDS CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL DOUBLE 2X STUD HARDWARE IN CONNECTION W/ACQ LUMBER. SIMPSON PHD5-SDS3 WHEN NOT ALIGNED WITH RAFTER CONNECT NOTE: ALL STRAPPING CONNECTING 1ST SEE ROOF KING STUDS TO TOP PLATE. WRAP 14'GALS. 20 FLOOR TO 2ND FLOOR STUDS MUST STRAPPING DETAIL GA. COIL STRAP OVER TOP OF TOP PLATE& NAIL. HAVE 12" MINIMUM ON STUD BEARING ISSUES/REVISIONS: ATE: SURFACE. Issued for Preliminary Bid C 8.09.24 ROOF FRAMING 3"THREADED STEEL ROD Issued for Preliminary Bid C 9.10.24 16 GA. COIL STRAPPING MANUFACTURED NOTE: ALL STRAPPING TO BE INSTALLED Issued for Client Review-Revised Scope C1.10.25 BY SIMPSON STRON-TIE CONNECTORS AS PER MANUFACTURER'S SIMPSON PHD5-SDS3 NOTE: MODEL NO. C616 OR APPROVED EQUAL. SPECIFICATION AND NYS CODE. Issued for Preliminary Bid- Revised Scope 1.17.25 UPLIFT CONNECTION IS REQUIRED Issued for DOB Filing C 2.13.25 AT EACH END OF THE HEADER AND AT BOTTOM OF HEADER STUDS IN N DOUBLE TOP WALL STUDS @ 16"O.C. Issued for DOB Filing-Revised Submission C 5.09.25 ADDITION TO CONNECTORS AT PLATE WALL STUDS,AND AT TOP AND BOTTOM PLATE DOUBLE 2X STUD BOTTOM OF CRIPPLES. HEADER RIM JOIST I JACK STUD HOLDDOWN SIMPSON HDU5-SDS2.5 FULL LENGTH SUB FLOOR FRAMED OPENING FOR NEW WALL STUDS ' WINDOW OR EXTERIOR DOOR FLOOR JOIST 16 A. COIL STRAPPING MANUFACTURED HOOKED ANCHOR BOLT BY SIMPSON STRON-TIE CONNECTORS MIN. 12" PENETRATION MODEL NO. C616 OR APPROVED EQUAL. INTO FOUNDATION NO UPLIFT CONNECTORS REQUIRED IN THIS AREA ti 16 GA. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS MODEL NO. CS16 OR APPROVED TO INCREASE CORROSION ON RESISTANCE DRAWING SET: EQUAL. STRAP TO HAVE MIN 12" W/ACQ LUMBER BEARING ON THE STUD AND WRAP DEPARTMENT OF BUILDINGS FILI G SET UNDER SILL PLATE AT FOUNDATION. A-003 TYP. HOLD DOWN DETAIL PROJECT: 5 A-003 TYP. FLOOR STRAPPING DETAIL 6 4 � A-003 TYP. UPLIFT CONNECTION DETAIL � SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" House Addition 560 Sunset Ave Mattituck, NY 11952 USE SIMPSOM Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL NOTE: ALL STRAPPING CONNECTING HARDWARE IN CONNECTION W/ACQ LUMBER. STUD TO BOTTOM PLATES TO FOUNDATION MUST HAVE 12" MINIMUM DRAWING TITLE: ON STUD BEARING SURFACE. TYPICAL DETAILS R-23+2 BATT INSULATION WALL STUDS @ 16"O.C. 2x4 STUDS @ 16"O.C. NOTE:ALL STRAPPING TO BE INSTALLED 3 1/2"CDX PLYWOOD SHEATHING BOTTOM PLATE AS PER MANUFACTURER'S 14 MIN. EDGE SPECIFICATION AND NYS CODE. DIFFERENCE TYVEK HOUSE WRAP RIM JOIST 1/2" POLYSTYRENE RIGID INSULATION I 5/8"SHEETROCK DWG. SHEET NO: SIDING TO MATCH EXISTING SEE DETAIL 2/A-2 FOR STRAP DETAIL 5/8"0 x 12" STEEL ANCHOR R-30 BATT INSULATION /� \� 3/4"WOOD SUBFLOOR SUB FLOOR 2x6 ACQ SILL PLATE BOLTS AT 3'-0" O.C. MAX. A-003 OO MIN. EMBEDMENT OF 7" TERMITE SHIELD &SILL INSULATION I FLOOR JOIST ° 3/8"x 12" HOOKED ANCHOR 16 A. STRAP TIES MANUFACTURED BY SIMPSON SEE PLAN BOLT @ 3'-0"O.C. SILL PLATE MASTIC DAMP PROOFING 2x8 F.J. @ 16"O.C. STRONG-TIE CONNECTORS MODEL NO. CS16 OR BSCAN: TERMITE SHIELD APPROVED EQUAL. STRAP TO HAVE MIN. 12" 8 P. CONC. FOUNDATION WALL BEARING ON THE STUD AND WRAP UNDER SILL 2x4 KEYWAY FOUNDATION WALL PLATE AT FOUNDATION. 10x20 P. CONC. SPREAD FTG. MIN. 36" BELOW GRADE 3"x3"x2' STL. BEARING PLATE 2" P. CONC. MUD SLAB MANUFACTURED BY SIMPSON STRONG-TIE SEAL: PROJECT#: 2406-04 4"REBAR MIN. 3"CONC. COVER PROVIDE EXPANSION �R�D'gR CONNECTORS MODEL NO. LBPS1/2 OR (( . r '�T (F--- � CjA c'Sr DATE: 05.09.25 JOINT AT WALL i,,, I, I, ,�', APPROVED EQUAL. U. -�,E �pau! j Et! or `y (� DWG BY: EB, DM TYPICAL 5/8"x18" S.S. THREADED ROD& BOLT Il"! �._ 2f12j kt �' ' CHK BY: JPM -@ 3'-0"O.C. J _.� * r 1 -W/7" MIN. EMBEDMENT INTO CONCRETE -WITHIN 6-12"OF EACH END OF PLATE �— J1}Vtiilli::�Ubk�! 6�a ofTru-,t � �2 9 �� SCALE: S NOTED fop, PAGES: 03 OF 19 7 A-003 TYP. FOUNDATION DETAIL 8 A-003 TYP. FOUNDATION STRAPPING DETAIL 9 A-003 TYP. ANCHOR BOLT DETAIL Copyright@2025 by caseworks architects, LLC SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" SCALE: 1/2"= 1'0" g All rights reserved ARCHITECT: casework ARCHITECTS 94 E Jefryn Blvd, Unit C SPLICE (1x8 MIN.) Deer Park, NY 11729 CEILING JOIST CEILING/FLOOR JOIST t: 212 594 9112 x., z MEP CONSULTANT %'•. y i LINE OF FINISHED CEILING LINE OF FINISHED CEILING BEARING WALL CAP PLATE 2x6 BEARING WALL CAP PLATE 1/2" PLYWOOD/OSB BEARING WALL TOP PLATE 2x6 BEARING WALL TOP PLATE ,:..::, , SHEATHING BUILDING PAPER VAPOR BARRIER 1/2" RIGID INSULATION - 5/8"GYPSUM WALL BOARD j`\ . 5/8"GYPSUM WALL BOARD (1)ONE LAYER ONE SIDE !�� (1)ONE LAYER EACH SIDE CONSULTANT: WOOD SIDING 2x6 INSULATED WALL CAVITY 3a INSULATION WHERE (TO MATCH EXISTING) ,- SCHEDULED. x LINE OF MR-BOARD 3b LINE OF MR-BOARD WHERE SCHEDULED j j WHERE SCHEDULED LINE OF CEMENT BOARD 3c LINE OF CEMENT BOARD WHERE SCHEDULED WHERE SCHEDULED i 2x6 WOOD STUDS @ 16"O.C. TYP. 2x6 WOOD STUDS @ 16"O.C. TYP. OWNER/CLIENT: ~ 2x6 BOTTOM PLATE `: ~� 2x6 BOTTOM PLATE Scott & Christa Klatsk j WOOD BASE AS SCHEDULED %'" NEW BASEBOARD AS SCHEDULED y 560 Sunset Ave NEW FIN. FLOOR AS SCHEDULED Mattituck, NY 11952 NEW FIN. FLOOR AS SCHEDULED SUBFLOOR FLOOR AS SCHEDULED ELEVATION 0'-0" . / ' ... \' \\ ISSUES/REVISIONS: DATE: Issued for Preliminary Bid 08.09.24 1 TYPICAL NEW EXTERIOR WALL I WOOD SIDING 2 INTERIOR BEARING WALL(24) Issued for Preliminary Bid 09.10.24 Issued for Client Review-Revised Scope 01.10.25 1 a W/MR BOARD ON ONE SIDE 2a W/ N I Issued for Preliminary Bid- Revised Scope 01.17.25 Issued for DOB Filing 02,13.25 1 b W/CEMENT BOARD ON ONE SIDE 2b W/MR B ARD N N I Issued for DOB Filing-Revised Submission 05.09.25 2c W/CEMENT BOARD ON ONE SIDE SPLICE (1x8 MIN.) CEILING/FLOOR JOIST CEILING/FLOOR JOIST A t .Y LINE OF FINISHED CEILING LINE OF FINISHED CEILING 2x4 BEARING WALL CAP PLATE 2X4 TOP PLATE 2x4 BEARING WALL TOP PLATE DRAWING SET. •:i ' 5/8"GYPSUM WALL BOARD ," 5/8"GYPSUM WALL BOARD DEPARTMENT OF BUILDINGS FILING SET (1)ONE LAYER EACH SIDE (1) ONE LAYER EACH SIDE 3a INSULATION WHERE 4a INSULATION WHERE SCHEDULED. ! SCHEDULED. PROJECT: ` 3b LINE OF MR-BOARD 4b LINE OF MR-BOARD House Addition ""' WHERE SCHEDULED WHERE SCHEDULED \ 560 Sunset Ave 3c LINE OF CEMENT BOARD ao LINE OF CEMENT BOARD WHERE SCHEDULED WHERE SCHEDULED Mattituck, NY 11952 2x4 WOOD STUDS @ 16"O.C. TYP. 2x4 WOOD STUDS @ 16"O.C. TYP. I 2x4 BOTTOM PLATE 2x4 BOTTOM PLATE DRAWING TITLE: NEW BASEBOARD AS SCHEDULED NEW BASEBOARD AS SCHEDULED PARTITION TYPES \....=" NEW FIN. FLOOR AS SCHEDULED NEW FIN. FLOOR AS SCHEDULED SUBFLOOR SUBFLOOR FLOOR AS SCHEDULED FLOOR AS SCHEDULED ELEVATION 0'-0" - - .. -. - - r - r ELEVATION 0'-0" _ >-._.::_::_.r: ... _-. -_ - DWG. SHEET NO- ,A-00 .00 3 INTERIOR BEARING WALL (2x4) 4 TYPICAL INTERIOR WALL BSCAN: 3a W/INSULATION 4a W/INSULATION W/MR BOARD ON ONE SIDE W/MR BOARD ON ONE SIDE 3b 4b SEAL: {BRED A�'C PROJECT#: 2406-04 W/CEMENT BOARD ON ONE SIDE W/CEMENT BOARD ON ONE SIDE .�5 Paul /�y DATE: 05.09.25 3c � 4C [� � �°r� `� G��� ��` DWG BY: EB, DM CHK BY: JPM 2021 .pr41 02 9916 - SCALE: AS NOTED PAGES: 04 OF 19 `01''toldTow�n �� ��� f.:)ar'd Of 7r,-,,,,q 1 A-004 PARTITION TYPES Copyright©2025 by caseworks architects, PLLC SCALE: 1-1/2"= 1'-0" All rights reserved ARCHITECT: z . = caseworks ARCHITECTS .A. ate ■ 94 E Jefryn Blvd, Unit ^v � s ��: ��, � R� :;. � �- Deer Park NY 11729 Compliance Certificate z t �. x ,; s, `•� c e f '; -° t: 212 594 9112 Window(W-01):Vinyl/Fiberglass Frame:Double Pane Window(W-06):Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 0.320 3 3 with Low-E 12 0.290 0.320 3 4 SHGC: 0.31SHGC: MEP CONSULTANT: Project, 560 Sunset Avenue Addition Window(W-02): Vinyl/Fiberglass Frame:Double Pane Window(W-07):Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.300 0.320 3 4 with low-E 5 0.290 0.320 1 2 SHGC: 0.31 SHGC: 0.33 Energy Code: 2018 IECC Window(W-03): Vinyl/Fiberglass Frame:Double Pane Window (W-08):Vinyl/Fiberglass Frame:Double Pane Location: Mattituck, New York with Low-E 9 0,300 0.320 3 3 with Low-E 5 0.290 0,320 1 2 Construction Type: Single-family SHGC: 0.31 SHGC: 0.33 Project Type: Addition Window (W-04):Vinyl/Fiberglass Frame:Double Pane Window(W-09):Vinyl/Fiberglass Frame:Double Pane Project SubType: None with Low-E 9 0.300 0.320 3 3 with Low-E 5 0.290 0.320 1 2 SHGC: 0.31 SHGC: 0.33 Climate Zone: 4 (5331 HDD) Window (W-05):Vinyl/Fiberglass Frame:Double Pane Window(W-10): Vinyl/Fiberglass Frame:Double Pane Permit Date: with Low-E 9 0.300 0.320 3 3 with Low-E 12 0.290 0,320 3 4 Permit Number: SHGC: 0.31 SHGC: 0.33 All Electric: false North Elevation (2nd Floor)Addition: Wood Frame, 245 23.0 2.0 0.048 0.060 10 13 Window(W-11):Vinyl/Fiberglass Frame:Double Pane Is Renewable false 16" o.c. with Low-E 5 0.290 0.320 1 2 CONSULTANT: Window(W-17):Vinyl/Fiberglass Frame:Double Pane SHGC: 0.33 Has Charger false with Low-E 10 0.290 0.320 3 3 Window(W-12):Vinyl/Fiberglass Frame:Double Pane Has Battery: false SHGC: 0.32 with Low-E 5 0.290 0.320 1 2 Has Heat Pump: false Window(W-18):Vinyl/Fiberglass Frame:Double Pane SHGC: 0.33 with Low-E 10 0.290 0,320 3 3 East Elevation (2nd Floor)Addition: Wood Frame, 16" 125 23.0 2.0 0.048 0.060 6 8 SHGC: 0.32 D.C. Window(W-19):Vinyl/Fiberglass Frame:Double Pane Ground Floor-Addition:All-Wood joist/Truss:Over 455 30.0 0.0 0.033 0.047 15 21 Construction Site: Owner/Agent: Designer/Contractor: with Low-E 10 0.290 0.320 3 3 Unconditioned Space 560 Sunset Avenue Scott&Christa Klatsky John Murray SHGC: 0.32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other South Elevation (1st Floor)Addition:Wood Frame, 340 23.0 2.0 0.048 0.060 11 14 p application. proposed 9 9 q Mattituck, NY 11952 560 Sunset Avenue caseworks architects, PLLC calculations submitted with the permit a lication.The ro osed building has been designed to meet the 2018 IECC requirements in Mattituck, NY 11952 94 E jefryn Blvd 16" o.c. REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Unit C Door(D-08): Glass Door(over 50%glazing) 42 0.300 0.320 13 13 Deer Park, NY 11729 SHGC: 0.24 John Paul Mu rray, RA 05.09.2025 OWNER/CLIENT . � - f»m� • Window(W-13):Vinyl/Fiberglass Frame:Double Pane Name-Title Signature Date with Low-E 11 0.300 0.320 3 4 SHGC: 0.31 Scott & Christa Klatsky t _ Window (W-14):Vinyl/Fiberglass Frame:Double Pane 560 Sunset Ave Compliance: 16.9%Better Than code Maximum UA: 272 Your UA: 226 Maximum SHGC: 0.40 Your SHGC: 0.29 With Low-E 11 0.300 0.320 3 4 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. SHGC: 0.31 Mattituck, NY 11952 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Window(W.15):Vinyl/Fiberglass Frame:Double Pane Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade with Low-E 21 0.300 0.320 6 7 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SHGC: 0.22 Window(W.16): Vinyl/Fiberglass Frame:Double Pane with Low-E 21 0.300 0.320 6 7 Envelopeh5s M7,b] 05 SHGC: 0.22 r, c South Elevation (2nd Floor)Addition: Wood Frame, 245 23.0 2.0 0.048 0.060 10 13 ` � = 16"o.c. ISSUES/REVISIONS: D TE: 2 ) Vinyl/Fiberglass Frame,Double Pane � .� Window(W 0 : . m .w. _.... ..,.... .._ ., ..,.,, .. . .._,- .. .. ��. ._ .a..._. ., .. ....... ......_. ....,..a.,._.:....:..... .. _..... . ... .d with Low-E 10 0.290 0.320 3 3 Roof 3: Flat Ceiling or Scissor Truss 850 50.0 0.0 0.026 0.026 22 22A SHGC: 0.32 Issued for Preliminary Bid 0 .09.24 Skylight(W-24):Vinyl/Fiberglass Frame:Double Pane Window(W-21):Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.450 0.550 3 3 with Low-E 10 0.290 0.320 3 3 IssuedPreliminary Bid 0 .10.24 or SHGC: 0.40 SHGC: 0.32 Issued for Client Review-Revised Scope 0 .10.25 Roof 4: Flat Ceiling or Scissor Truss 525 50.0 0.0 0.026 0.026 14 14 Window (W-22):Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.290 0.320 3 3 Issued for Preliminary Bid- Revised Scope 0 .17.25 Skylight(W-23):Vinyl/Fiberglass Frame:Double Pane SHGC: 0.32 with Low-E 5 0.450 0.550 2 3 West Elevation(1st Floor)Addition: Wood Frame, 16" Issued for DOB Filing 0 .13.25 SHGC: 0.40 O.C. 90 23.0 2.0 0.048 0.060 3 4 Issued for DOB Filing-Revised Submission 0 .09.25 Roof 5: Flat Ceiling or Scissor Truss 71 50.0 0.0 0.026 0.026 2 2 Door(D-02): Solid 21 0.260 0.320 5 7 North Elevation (1st Floor)Addition: Wood Frame, 380 23.0 2.0 0.048 0.060 15 19 West Elevation (2nd Floor): Wood Frame, 16"o.c. 125 23.0 2.0 0.048 0.060 6 8 16" D.C. Door(D-101):Solid 21 0.260 0.320 5 7 East Elevation (1st Floor)Addition: Wood Frame, 16" 500 23.0 2.0 0.048 0.060 22 27 D.C. Project Title: 560 Sunset Avenue ( Addition Report date: 05/09/25 Project Title: 560 Sunset Avenue I Addition Report date: 05/09/25 Project Title: 560 Sunset Avenue I Addition Report date: 05/09/25 Data filename: Page 1 of 3 Data filename: Page 2 of 3 Data filename: Page 3 of 3 DRAWING SET: DEPARTMENT OF BUILDINGS FILI G SET PROJECT: House Addition 560 Sunset Ave Mattituck, NY 11952 DRAWING TITLE: ENERGY COMPLIANCE RES CHECK DWG. SHEET NO: A-005.00 BSCAN: SEAL: ED A&^ PROJECT#: 2406-04 ?a ut/j j '� , DATE: 05.09.25 i M DWG BY: EB, DM CHK BY: JPM ;j i 02.9g6 QQ SCALE: A NOTED op .� PAGES: 05 OF 19 1 A-005 ENERGY COMPLIANCE RES CHECK Copyright©2025 by caseworks architects, P LC SCALE: N/A All rights reserved ARCHITECT: casework ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: 1 CONSULTANT: 1 APPROXIMATE LOCATION — — OF EX. CESSPOOL. RELOCATE AS REQUIRED. / 46-0" 15-6" 1 � � � o — , EX. 10 COURSES OF 8 x 8 x 16 CONCRETE BLOCKS& OWNER/CLIENT: 1 COURSE OF 4"SOLID BLOCKS TO REMAIN. ' EX. 8 x16 CONCRETE FOOTING TO REMAIN. TYP. Scott & Christa Klatsky N 560 Sunset Ave Mattituck, NY 11952 2'-6" 6'-1" 6-1" ti E . EX. 10 COURSES OF 8 x 8 x 16 CONCRETE BLOCKS & 10 AS EX. C.O. DOOR 1 COURSE OF 4"SOLID BLOCKS TO REMAIN. — PIT EX. 8 x16 CONCRETE FOOTING TO REMAIN. TYP. EX. 8 x 8 ISSUES REVISIONS: ATE: T.C. FLUTE b Issued for Preliminary Bid 0 .09.24 EX.6 x 8 FIR GIRDER J EX. Issued for Preliminary Bid 0 .10.24 TO REMAIN BOILER o Issued for Client Review-Revised Scope 0 .10.25 O M Issued or Preliminary Bid- Revisedcope 01.17.25 Issued for DOB Filing 0 .13.25 Z EX. 24 x 24 x 14 CONCRETE Issued for DOB Filing- Revised Submission 0 .09.25 J - TO REMAINASE FOOTING TO REMAIN. TYP. 0 WN EX. 3-1/2 DIA. STEEL COLUMNS TO p. 1 o bo REMAIN. TYP. bo r T r a REMOVE & DISCARD EX. WINDOW v 00 0 cV � 6-3" 6-3" 9'-6" 5'-9" 18'-3" i 12'-0" 8'-0" 46-0" GIs 66'-0" i NOTE: EX. FOUNDATION TO REMAIN 100%THROUGHOUT DRAWING SET: 1 DEPARTMENT OF BUILDINGS FILING SET PROJECT.- House Addition 560 Sunset Ave Mattituck, NY 11952 1 DRAWING TITLE: EXISTING / DEMOLITION FOUNDATION / CELLAR PLAN DWG. SHEET NO: DM-101 .00 BSCAN: { SEAL:1 :-D a&C PROJECT#: 2406-04�9aU1 MG�'�'A DATE: 05.09.25 DWG BY: EB, DM CHK BY: JPM Ar �;� ,•1� 02 99 QQ- SCALE: AS NOTED PAGES: 06 OF 19 1 DM-101 EXISTING / DEMOLITION FOUNDATION / CELLAR PLAN NORTH Copyright©2025 by caseworks architects, PLLC SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: caseworks ARCHITECTS 1 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: 1 t, NOTE: — — — — — — — — — — — — — — — — — —— — — — — — — — — — SAVE ALL EX. DOORS AND WINDOWS FOR POSSIBLE RE-USE I I - I EX. '--.__ CONSULTANT: 1 I I HOT TUB DECK I I I I I 30'-6" 15'-6" 10 EX. WINDOWS TO REMAIN O — — — IOWNER/CLIENT: EX. WINDOWS TO REMAIN OUTDOOR GARDEN �I SHOWER 1 I Scott & Christa Klatsky 560 Sunset Ave IuI Mattituck, NY 11952 REMOVE AND DISCARD EX. GARAGE REMOVE AND DISCARD I I' (APPROX. 265 SF). SAVE DOORS AND EX. WINDOW UNITS. III PRIMARY ............ SHINGLES AS DIRECTED BY OWNER. DINING BEDROOM I I !,_.,......-•: LIVING ` — �— —x— �— — ,I —x— ISSUES/REVISIONS: D TE: — — —� DECORATIVE FENCE TO REMAIN DECORATIVE FENCE TO REMAIN Issued for Preliminary Bid 0 .09.24 X EX. STAIRCASE Issued for Preliminary Bid OE.10.24 ° REPLACE TO REMAIN � o Ld OFFICE I - EX. DOOR Issued for Client Review- Revised Scope 01.10.25 O M I N Issued for Preliminary Bid-Revised Scope 01.17.25 EX. BATHROOM. ALL FIXTURES Issued for DOB Filing 0 .13.25 I � Z I I LJ EX. CLOSET EX. BATHROOM TO REMAIN TO REMAIN 4-0„ AND FINISHES TO REMAIN. Issued for DOB Filing- Revised Submission 0 .09.25 O o: N I I _J a- �— XI IL 1 I � . I REMOVE EX. O a OR AND KITCHEN I I I III PARTITION STORAGE I I / EX. BEDROOM — — — I (CONVERT TO EX. BEDROOM I I I L — — --- — — — - x LAUNDRY) (CONVERT TO �— — — LL 0 -71 � -� WALK-IN-CLOSET) II II _ _ — I �--X—x —�X—x� I I II _ J 1 12'-0" 8'-0" 46-0" 66-0" Ir REMOVE EX. KITCHEN CABINETS, APPLIANCES AND FIXTURES. ....SAVE AS DIRECTED BY OWNER. DRAWING SET. t DEPARTMENT OF BUILDINGS FILIN SET PROJECT. House Addition 560 Sunset Ave Mattituck, NY 11952 1 DRAWING TITLE: EXISTING / DEMOLITION 1ST FLOOR PLAN DWG. SHEET NO: D -102.00 ' SEAL: �R ID A& PROJECT#. 2406-04 ��',�� DATE: 05.09.25 DWG BY: EB, DM CHK BY: JPM Ar SCALE: As NOTED 4 Or PAGES: 07 OF 19 ' - e 1 DM-102 EXISTING / DEMOLITION 1ST FLOOR PLAN --` NORTH CopyrightC2025 by caseworks architects, P LC All rights reserved ARCHITECT: = casework ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: ----_' CONSULTANT: r REMOVE& DISCARD EX. ROOF AS REQUIRED. EX. CHIMNEY EX. SKYLIGHT TO REMAIN TO REMAIN APPROX. 12'-6" .i �- - — — — — — — — I I HOLLY OWNER/CLIENT: I I r I Scott & Christa Klatsky 560 Sunset Ave Mattituck, NY 11952 F— — — — — — — — — — — — - I I ISSUES/REVISIONS: ATE: rL — MODIFY EX. ROOF Issued for Preliminary Bid 08.09.24 AS REQUIRED Preliminary Issued for Bid 0 .10.24 I I I I ry — — — — — — — — — — — — Issued for Client Review-Revised Scope 01.10.25 Issued for Preliminary Bid -Revised Scope 01.17.25 I I I I Issued for DOB Filing 02.13.25 W I Issued for DOB Filing-Revised Submission 05.09.25 z J - - - - - - - - - - - - - - - - - - - -� I I EX. ROOF W I I TO REMAIN o ° r I - I I I I I I I I I I - - - -- - - - - - - - - r (_ - - - - - - - - - REMOVE& DISCARD EX. EX. DORMER ROOF TO BREEZE-WAY AND GARAGE ROOF REMAIN. MODIFY AS REQUIRED. DRAWING SET: r - - DEPARTMENT OF BUILDINGS FILI G SET PROJECT: House Addition 560 Sunset Ave Mattituck, NY 11952 rNORWAY MAPLE DRAWING TITLE: EXISTING ! DEMOLITION ROOF PLAN i DWG. SHEET NO: r ......---------- DM-10 .00 / ✓ BSCAN. / \\ r - SEAL: ��REp PROJECT#: 2406-04 i �j '` pay! DATE: 05.09.25 M i DWG BY. EB, DM CHK BY: JPM 02-;99b Q SCALE: AS NOTED 0 ���� PAGES: 08 OF 19 1 DM-104 EXISTING ! DEMOLITION ROOF PLAN NORTH ORTH -- Copyright©2025 by caseworks architects, FILLC SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: CONSTRUCTION LEGEND: C a s ewo rks E__l EXISTING STRUCTURAL A R C H I T E C T S 0 NEW PARTITION 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 ® PROVIDE AND INSTALL NEW t: 212 594 9112 HARDWIRED, COMBINED SMOKE/CARBON MONOXIDE DETECTOR. REPLACE EXISTING MEP CONSULTANT: UNITS AS REQUIRED. ALIGN 2 A-301 CONSULTANT.- NEW 8"THICK CONCRETE FOUNDATION WALL. NEW 8"x16"CONCRETE FOOTING. 12'-2" 7'-10" o AlALIGN OWNER/CLIENT: I �Cl)M 1 Scott & Christa Klatsky I EX. FOUNDATION WALL 560 Sunset Ave & FOOTINGS Matti ck, NY 11952 i . .. ....... .. . ... ... ... ...... ....... ..... .... Z EX. FOUNDATION WALL -J C & FOOTINGS zi ISSUES/REVISIONS: DATE: 1 NEW 24x24x14 CONCRETE u FOOTINGS W/KEYWAY. ��\� Issued for Preliminary Bid 08.09.24 TYP. J Issued for Preliminary Bid 09.10.24 1 -"---- Issued for Client Review- Revised Scope 01.10.25 A-301 - ' . _ _. __ _ ___ __ _ . Issued for Preliminary Bid- Revised Scope 01.17.25 L - —� Issued for DOB Filing 02.13.25 NEW 24x24x14 CONCRETE Z FOOTINGS W/ KEYWAY. Issued for DOB Filing- Revised Submission 05. 9.25 TYP. W O UP a ® 0- NEW FOOTINGS W4 TEKEOYWAY. TYP. REMOVE EX. WINDOW. 7 Z c 77 77 J Q p I � � r 1 I NEW 8"THICK CONCRETE FOUNDATION WALL, o' o in 77 �j� NEW 8"x16"CONCRETE FOOTING. ;T +1 12'-0" 4'-11" 9'-0" 6'-4" 10'-5" i DRAWING SET: NEW 24x24x14 CONCRETE 1 FOOTINGS W/KEYWAY. DEPARTMENT OF BUILDINGS FILIN SET TYP. PROJECT: House Addition 560 Sunset Ave Mattituck, NY 11952 1 DRAWING TITLE: EXISTING / PROPOSED FOUNDATION PLAN DWG. SHEET NO: 1 A-101 .00 BSCAN: 1 SEAL: BRED A,q PROJECT#: 2406-04 `5� paut 4? x DATE: 05.09.25 t: " �; E;; �.: {�j 'Qr •-, �o� C) DWG BY: EB, DM CHK BY: JPM .� 02 99� �Q SCALE: AS NOTED �Fjru':s�cs op S14A PAGES: C9 OF 19 1 A-101 EXISTING / PROPOSED FOUNDATION PLAN NORTH Copyright©2025 by caseworks architects, PL C SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: r...,... Casework CONSTRUCTION LEGEND: ;`' ARCHITECTS EXISTING STRUCTURAL ® NEW PARTITION 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 ® PROVIDE AND INSTALL NEW t: 212 594 9112 f HARDWIRED, COMBINED SMOKE/CARBON MONOXIDE DETECTOR. REPLACE EXISTING MEP CONSULTANT: UNITS AS REQUIRED. ALIGN .......... .......... ....... ........ ......... ........ ......... ......... ......... ......... ........ ..... ......... #�— PARTITION TYPE.'SEE A-004 D # DOOR NUMBER 2 3 A-301 A-201 W-# WINDOW NUMBER CONSULTANT: EX. FIRST FLOOR TOTAL GROSS AREA: EX. BACK HOT TUB APPROX. 2,125 SF PORCH i � _.....-. 1 Ex INDICATES"EXISTING TO REMAIN" PROVIDE & INSTALL NEW DECK 11'-91„ 1 '_ 2 ±38'-7" .._.., ±15-6" o - - ±21'-1" ` O \ i HOLLY -- 1 W-15 D-08 W-16 1 OWNER/CLIENT. EX ' -- -- OUTDOOR 1 ' ,. ...._..: :.............. SHOWER ,, _..,• ;...._", cL -.:.:,," __,•_„ `',� Scott & Christa Klatsky 12'-0" w-12 2 ;......r 560 Sunset Ave OFFICE M Ex. a i uck, NY 11952 PRIMARY 0`� - BEDROOM _ ...__............. .._....._ _ ®� 3-84"` -- .......................,...........,..........., EX. SMOKE GARDEN /i EX. LIVING DETECTOR TO _. . sM REMAIN Ex. W-10 ISSUES/REVISIONS: DATE. •-iv ~ DINING _ M STAIRS Issued for Preliminary Bid 08.09.24 CL Issued for Preliminary Bid 09.10.24 2 1 _ DN 9 4 Issued for Client Review- Revised Scope 01.10.25 O CL A-201 A-301 W-09 ___._,__ -._ ___ :,_,:___ --- EX � A-201 Z — — - . .. . PRIMARY Issued for Preliminary Bid - Revised Scope 01.17.25 .,, o`v O — :.,: , BATH Issued for DOB Filing 02.13.25 +i o LIBRARY N us 0 ® Issued for DOB Filing-Revised Submission 05.09.25 o W-08 +i EX. FOYER D-09 Z Q 0 0 EX. 0 ±4'-0" ±6'-9" ±4'-0" W O MATCH 0 EX. CL 4'-0" 0 1 W-07 EXIST. O ;` o EX. CL EX. SMOKE&CO a .:{ a 14RUp ® HALF DETECTOR TO BATH REMAIN KITCHEN LAUNDRY ih W-06 2'-44" PANTRY D-05 +� WALK-IN M CLOSET D-04 2 v:., M o CL C N 1 MUD 1 W-03 W-02 W-01 ROOM FRONT 1 I D-03 D-02 8'-0" T-1" PORCH _ o - �. co ±20'-7" l ❑ ❑ ❑ 7[E:1l 1 W-05 W-04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEAR WALL '9'-0". 6.4, 10'-5" C41� NEW PAVERED HOLD-DOWNS ±11'-10" .. v `"""" FRONT PORCH SEE DETAIL 6/A-003. 17 TYP• DRAWING SET: ±42'_4,. WINDOW SCHEDULE ' ANDERSEN 400 SERIES, LOW-E DEPARTMENT OF BUILDINGS FILING SET 1 A-201 Window Tag Window Type Width Height U-Factor Location Notes PROJECT. W-01 Double Hung (+/-) 30" (+/-) 42" • W-02 Double Hung (+/-) 36" (+/-)42" 0.3 Kitchen House Addition DOOR SCHEDULE w-03 Double Hung {+/-) 30" (+/-)42" 560 Sunset Ave Door Tag Door Type Width Height Thickness Location W-04 Double Hung (+/-) 30" (+/-)42" Mattituck, NY 11952 0.3 Mud Room W-05 Double Hung (+/-) 30" (+/-)42" D-01 Entry Door 36" 80" 1-3/8" Entry/Foyer W-06 Fixed (+/-) 24" (+/-) 72" D-02 Entry Door 36" 80" 1-3/8" Mud Room W-07 Transom (+/-) 36" (+/-) 18" DRAWING TITLE: D-03 Interior Door 28" 80" 1-3/8" Closet W-08 Transom (+/-) 36" (+/-) 18" 0.29 Library EXISTING / PROPOSED D-04 Interior Door 28" 80" 1-3/8" Pantry w-09 Transom (+/-) 36" (+/-) 18" 1ST FLOOR PLAN D-05 Interior Door 24" 80" 1-3/8" Coat Closet W-10 Fixed (+/-)24" (+/-) 72" D-06 Pocket Door (2)24" 80" 1-3/8" Library W-11 Transom (+/-) 36" (+/-) 18" 0.29 Office DWG. SHEET NO: D-07 Interior Door 28" 80" 1-3/8" Basement W-12 Transom (+/-) 36" (+/-) 18" D-08 Patio Door (2) 36" 80" by MFR Dining W-13 Double Hung (+/-) 36" {+/-)42" �-� 02.00 D-09 Interior Door 32" 80" 1-3/8" Primary Bedroom 0.3 Office W-14 Double Hung (+/-} 36" (+/-)42" D-10 Interior Door 24" 80" 1-3/8" Linen Closet W-15 Fixed (+/-) 36" (+/-) 80" D-11 Interior Door 32" 80" 1-3/8" Bedroom 1 0.3 Dining W-16 Fixed (+/-) 36" (+/-) 80" BSCAN: D-12 Closet Doors (2)24" 80" 1-3/8" Closet W-17 Casement (+/-) 30" (+/-)42" Egress D-13 Closet Doors (2) 24" 80" 1-3/8" Closet W-18 Casement (+/-) 30" (+/-)42" 0.29 Bedroom 1 Egress D-14 Closet Door 20" 80" 1-3/8" Den Closet W-19 Casement (+/-) 30" (+/-)42" Egress D-15 Interior Door 28" 80" 1-3/8" Bathroom W-20 Casement (+/-) 30" (+/-)42" Egress SEAL: ©A�C PROJECT#: 2406-04 D-16 Closet Door 20" 80" 1-3/8" Bathroom Closet W-21 Casement (+/-) 30" (+/-) 42" 0.29 Bedroom 2 Egress O�5 �pa�f M` /� DATE: 05.09.25 D-17 Interior Door 32" 80" 1-3/8" Bedroom 2 i" �1 W-22 Casement (+/-) 30" (+/_)42" Egress , DWG BY. EB DM D-18 Closet Doors (2)24" 80" 1-3/8" Closet W-23 Skylight (+/-)24" (+/-) 30" 0.45 Office CHK BY: JPM D-19 Closet Doors (2)24" 80" 1-3/8" Closet W-24 Skylight (+/-) 24" (+/-) 30" 0.45 2nd FI Stair .1 w 02 996 OQ` SCALE: AS NOTED i PAGES: 10 OF 19 EX r`?'4�ofTtUS1'"F. 1 A-102 EXISTING / PROPOSED 1ST FLOOR PLAN NORTH Copyright©2025 by caseworks architects, PLLC SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: -- � CONSTRUCTION LEGEND: s� �`,'{.,E=°.;:.: caseworks '- ARCHITECTS - `✓"��•� .-•� � EXISTING STRUCTURAL :;�. . NEW PARTITION 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 '~• j PROVIDE AND INSTALL NEW t: 212 594 9112 HARDWIRED, COMBINED SMOKE/CARBON MONOXIDE DETECTOR. REPLACE EXISTING MEP CONSULTANT: UNITS AS REQUIRED. 1 ALIGN _I I O# -- PARTITION TYPE.,-SEE A-004 ^ D-# DOOR NUMBER 2 3 - l A-301 WINDOW NUMBER CONSULTANT: EX INDICATES"EXISTING TO REMAIN" SECOND FLOOR TOTAL GROSS AREA: APPROX. 740 SF PROVIDE ALTERNATE PRICING FOR BALCONY __................ .._.._... ... . .__............_.................._......._ ._. .... ............_..... ............... ......... .......... ......_..... ... . ._....._... ......... ...__..........._............................ ..................................... .......... . ...... . + O \ _23'-7" — — — — — — — — — — — — i 2'-0" OWNER/CLIENT: `; ``� Scott & Christa Klatsky r560 Sunset Ave ' 95 2 '-- Mattltuc NY 11 � k W-23 D-19 CL. ao , BEDROOM 2 ® D-18 CL. ISSUES/REVISIONS: ATE: 0 4 Issued for Preliminary Bid 8.09.24 DN D-17 44 D-16 Issued for Preliminary Bid 9.10.24 ±3'-4" ±10'-0" Issued for Client Review- Revised Scope 1.1 . BATH 4 2 1 .... ...... ...... ........ _.... ._.. . .. c"_ _. .......... ..._.. ...... ... . . .. ......... . A-201 Issued for Preliminary Bid- Revised Scope 1.17.25 iv 8'-0' D-15 A-201 A-301 o ih ® — EO — M +� AFF +1 Issued for DOB Filing 2.13.25 01 D-10 Issued for DOB Filing-Revised Submission 5.09.25 z D-11 OAlii J CL. ul CL. 1 a ® C- a _ BEDROOM 1 1 (v 00 O j \ D-12 CL. j +i 1 : \ I I W-19 W-18 W-17 i L — — — — — — — — — — — — — — — PROVIDE ALTERNATE PRICING FOR BALCONY DRAWING SET. WINDOW SCHEDULE ANDERSEN 400 SERIES, LOW-E DEPARTMENT OF BUILDINGS FILING SET 1 Window Tag Window Type Width Height U-Factor Location Notes 1 A-201 PROJECT: 1 W-01 Double Hung (+/-) 30" (+/-)42" House Addition W-02 Double Hung (+/-) 36" (+/-}42" 0.3 Kitchen W-03 Double Hung (+/-) 30" (+/-)42" 560 Sunset Ave DOOR SCHEDULE W-04 Double Hung (+/-) 30" (+/-)42" Mud Room Mattituck, NY 11952 0.3 Door Tag Door Type Width Height Thickness Location W-05 Double Hung (+/-) 30" (+/-)42" D-01 Entry Door 36" 80" 1-3/8" Entry/Foyer W-06 Fixed (+/-)24" (+/-) 72" DRAWING TITLE: W-07 Transom (+J-) 36" (+/-) 18" D-02 Entry Door 36" 80" 1-3/8" Mud Room W-08 Transom (+/-) 36" (+/-) 18" 0.29 Library PROPOSED D-03 Interior Door 28" 80" 1-3/8" Closet w-09 Transom (+/-) 36" (+/-) 18" 2ND FLOOR PLAN D-04 Interior Door 28" 80" 1-3/8" Pantry W-10 Fixed (+/-) 24" (+/-) 72" D-05 Interior Door 24" 80" 1-3/8" Coat Closet D-06 Pocket Door (2)24" 80" 1-3/8" Library W-11 Transom (+/-) 36" (+/-) 18" 0.29 Office DWG. SHEET NO: W-12 Transom (+/-) 36" (+/-) 18" D-07 Interior Door 28" 80" 1-3/8" Basement /� D-08 Patio Door (2)36" 80" by MFR Dining W-13 Double Hung (+/-) 36" (+/-) 42" A�103.00 0.3 Office W-14 Double Hung (+/-) 36" (+/-)42" D-09 Interior Door 32" 80" 1-3/8" Primary Bedroom W-15 Fixed 36" (+/-) 80" 0.3 Dining D-10 Interior Door 24" 80" 1-3/8" Linen Closet (+/-) W-16 Fixed (+/-) 36" (+/-) 80" BSCAN: D-11 Interior Door 32" 80" 1-3/8" Bedroom 1 W-17 Casement (+/-) 30" (+/-)42" Egress D-12 Closet Doors (2)24" 80" 1-3/8" Closet W-18 Casement (+/-) 30" (+/-) 42" 0.29 Bedroom 1 Egress D-13 Closet Doors (2)24" 80" 1-3/8" Closet W-19 Casement (+/-) 30" (+/-)42" Egress D-14 Closet Door 20" 80" 1-3/8" Den Closet 28" 80" 1-3/8" Bathroom Egress SEAL: PROJECT 2406- 04 D-15 Intenor Door W-20 Casement (+/-) 30 + + 9r �-(�G � DATE: 05.09.25 Closet Door 20" 80" 1-3/8" Bathroom Closet D-16 W-21 Casement ( /-) 30 ( /-)42" 0.29 Bedroom 2 Egress I l DWG BY: EB, DM W-22 Casement (+/-) 30' (+/-)42" Egress D-17 Interior Door 32" 80" 1-3/8" Bedroom 2 _ _ CHK BY: JPM W-23 Skylight (+/-)24" (+/-) 30" 0.45 Office "�� D-18 Closet Doors (2)24" 80" 1-3/8 Closet +/- +/- 30" 0.45 2nd FI Stair D-19 Closet Doors (2)24" 80" 1-3/8" Closet W-24 Skylight ( )24" ( ) � •� 0 SCALE: AS NOTED s R' r0° , PAGES: 11 OF 19 103 PROPOSED 2ND FLOOR PLAN L NORTH Copyright©2025 by caseworks architects, PLLC 1 A All rights reserve SCALE: 3/16"= 1'-0' ARCHITECT: caseworks ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT. i i A-301 A-201 i CONSULTANT: 1 ±34'-3" ±32'-8" (R4) NEW ROOF. (R1) EX. ROOF TO REMAIN MATCH EX. PITCH. MODIFY AS REQUIRED 26'-8" (R3) NEW HIP ROOF OVER 2ND FLOOR OWNER/CLIENT: I Scott & Christa Klatsky 560 Sunset Ave O EX. CHIMNEY Mattituck, NY 11952 TO REMAIN O EX. W-23 SKYLIGHT TO REMAIN I I "- MODIFY EX. ROOF ` AS REQUIRED W-24 > F R1 U_ Q 0 p ISSUES/REVISIONS: DATE: 1 — - - - - - - - - - - - - - - - - - - - - - - - � - - 2uj � � Issued for Preliminary Bid 08. 9.24 EEu o m � p 0 0 00 Issued for Preliminary Bid 09. 0.24 2 1 0 LL Cq of - M O Q 4 Issued for Client Review- Revised Scope 01. 0.25 M `� O O A-301 LL A-201 Issued for Preliminary Bid- Revised Scope 01. 7.25 p A-201 w I W z `° +� w z > I �O Issued for DOB Filing 02. 3.25 v — - - - - — — — — — — — — - - - - - - - - + - - Issued for DOB Filing- Revised Submission 05. 9.25 R4 MODIFY EX. ROOF AS REQUIRED 0 O R3 I 3 'v a a R2 1 R5 0 R6 ±25'-7" 03 ( ROOF TO IN MODIFY AS REQUIRED a a (R5)NEW PORCH ROOF - (R6) NEW PORCH ROOF - DRAWING SET: ±44'-3" 01 DEPARTMENT OF BUILDINGS FILING SET 1 ROOF SLOPE SCHEDULE A-201 Roof# Roof End Zone Width"'a' Selected 'a' Sheathing Type Nail Type&Spacing (min. 3ft required) PROJECT: NAILING SCHEDULE R1 W 34'-2"x(.10)=T-5" 3'-5" EXISTING EXISTING House Addition (roof 1) EX. Roof slope 26.5° 560 Sunset Ave Area Nail Shape Material Finish i Height h =9'-6" Mattituck, NY 11952 <' 9'-6"x(A)= 3'-9" Roof 1-1/2" 12 ga. Min, R2 W 25'-7"x(.10)=2'-6" T-0" EXISTING EXISTING 3/ ' 1z Asphalt Shingles Smooth, bright, Roofing Nail (roof 2) zinc-or EX. Roof slope DRAWING TITLE: O Galvanized/ pe 35 Stainless Steel cement-coated Height h = 9'-6" 9'-6"x(A) = S-9" PROPOSED ROOF PLAN 7" - R3 W 26-8"x(.10)=2'-8" T-0" 3/4" plywood sheathing see nailing schedule CLADDING COMPONENT AND C Gutters n/a Roof 7"Gutter Spike — (roof 3) 'exterior'or'exposure 1' PRESSURE ZONES 3/16" Gauge O Roof slope 26' grade. Height h = 19'-0" DWG. SHEET NO: 19'-0"x(A)= T-8"ft 13„ Roof Staple 14 ga. 4 n/a 2020 NYS RESIDENTIAL CODE - - - - --- ---_ 34-2'x(.10)=3'-4" 3-4 3/4' plywood sheathing see nailing schedule Walls 1-3/4" ".........____... . _.. R4 exterior'or'exposure 1' A-1 04.00 Flooring R905.2.5 Fasteners (roof 4) Roof slope 26.5° grade. 3/4" Plywood Fasteners for asphalt shingles shall be galvanized steel, stainless steel, Height h = 9'-6" 12„ n/a aluminum or copper roofing nails, minimum 12-gage[0,105 inch (3 mm)] 9'-6"x(A) = T-9" Walls 1-1/2"ring shank with a minimum 3/8-inch-diameter(9.5 mm) head, complying with BSCAN: Flooring shank nail O ASTM F1667, of a length to penetrate through the roofing materials and W 6'-4"x(.10)=8" S-0" 3/4" plywood sheathing see nailing schedule Notes: not less than 3/4 inch (19.1 mm) into the roof sheathing. Where the roof \ R5 'exterior'or'exposure 1' sheathing is less than 3/4 inch (19.1 mm)thick, the fasteners shall (roof 5) Roof slope 10' grade. 1. Fasteners shall be installed at opposing ends of the wood 18" penetrate through the sheathing. Height h = 9'-6" structural panel. Fasteners shall be located a minimum of 1 Walls 1-5/8"Type W 5/8"Gypsum n/a _ inch from the edge of the panel. 9'-6"x(.4)- 3-9" 2. Anchors shall penetrate through the exterior wall covering with Flooring screws +� Sheathing R905.2.6 Attachment an embedment length of 2 inches minimum into the building SEAL: A PROJECT#: 406-04 (' ) Ep Asphalt shingles shall have the minimum number of fasteners required W 12'-3"x 10 = V-2" T-0" GR R by the manufacturer's approved installation instructions, but not less than R6 frame. Fasteners shall be located a minimum of 21/2 inches 'S �5 au! yr DATE: 5.09.25 2" four fasteners per strip shingle or two fasteners per individual shingle. o from the edge of concrete block or concrete. P roof 6 Roof slope 26.5 g r� Walls EiD Common OS Plywood/ n/a p p g p 9 ( ) p 3. Where panels are attached to masonry or masonry/stucco, �o 'yam �� DWG BY: EB, DM FlooringNail OSB Sheathing Where the roof slope exceeds 21 units vertical in 12 units horizontal O 9 Height h = 9'-6" they shall be attached using vibration-resistant anchors having CHK BY: JPM (21:12, 175-percent slope), shingles shall be installed in accordance with 9'-6"x 4 = 3'-9" * =n'k the manufacturer's approved installation instructions. (A) a minimum ultimate withdrawal capacity of 1500 pounds. y Width a is equal to 10/o of least horizontal dimension or 0.4 h,whichever is smaller, but not less than either 4/o of least �--�'�"' 4`4 � ,� � �- SCALE: AS NOTED horizontal dimension or aft. M r '' i1 `' "�+'. 02 9916 Op PAGES: 12 OF 19 . -. r 1 I A-104 PROPOSED ROOF PLAN COMPONENT AND CLADDING PRESSURE ZONES ;0 � SCALE:3/16"= 1'-0" �," ' Copyright©2025 by caseworks architects, PL C All rights reserved ARCHITECT: aseworks ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 ` MEP CONSULTANT: i CONSULTANT: , : ±11'-10" ±8'-3" : � C 12"TJI 110 JOISTS-TBD 12"TJI 110 JOISTS-TB ; 16" O.C. 16"O.C. ..... ...... . .... r OWNER/CLIENT. 1 - __....................... ........................... Scott & Chris to Klats y :....:............. k 560 Sunset Ave !' Mattituck, NY 11952 i © ISSUES/REVISIONS: DATE: ',� 1. ......._!^ �__ ... ..... ... — ....... ........... ...:'..�„� � — _ Issued for Preliminary Bid 0 .09.24 ;- — —� a Issued for Preliminary Bid 0 .10.24 — DN4 �� a Issued for Client Review-Revised Scope 0 .10.25 o — — + - a Issued for Preliminary Bid-Revised Scope 0 .17.25 .� a ,,. .. .. ... ., 1 " Issued for DOB Filing 0 .13.25 M Issued for DOB Filing-Revised Submission 0 .09.25 : i ; ±12'-6" r ........................ c— / ±30'-11„ (2X12 FLOOR JOISTS - 16" O.C.) DRAWING SET: ±42'-11 DEPARTMENT OF BUILDINGS FILING SET PROJECT: House Addition 560 Sunset Ave Mattituck, NY 11952 i DRAWING TITLE: PROPOSED 1ST FLOOR FRAMING PLAN i j; DWG. SHEET NO: A-122.00 BSCAN: i SEAL: BRED PROJECT#: 2406-04 �?aU14f, DATE: 05.09.25 DWG BY: EB, DM 1 =t 02 99 Q` SCALE: AS NOTED ,s � PAGES: 13 OF 19 1 A-122 (PROPOSED 1ST FLOOR FRAMING PLAN SCALE:3/16"= 1'-0" NORTH Copyright©2025 by caseworks architects, LLC All rights reserved ARCHITECT: caseworks ,. - •..- ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT.- ............ 1 i CONSULTANT: : ±T-10" ±24'-6" 01 16"TJI 560 JOISTS-TBD OWNER/CLIENT: 16"O.C. Co Chrsta Klas t (3) VL Y S & i k - Sunset560 Ave ................. - Mattituck, NY 11952 (3) LVL i I j ISSUES/REVISIONS: DATE: .__....._.............. _. ,...........r.vJ.�.,.,. .,.,�y, .. .. >j..... _ DN -- - - ! Issued for Preliminary Bid 0 .09.24 i Issued for Preliminary Bid 0 .10.24 .... ......... ........ .. .. Issued for Client Review Revised Scope 0 .10.25 o00 ____.. Issued for Preliminary Bid-Revised Scope 0 .17.25 M i +� Issued for DOB Filing 0 .13.25 \ ' Issued for DOB Filing- Revised Submission 0 .09.25 i i (3) LVL o +30'-11" DRAWING SET: DEPARTMENT OF BUILDINGS FILING SET PROJECT: House Addition 560 Sunset Ave `'. Mattituck, NY 11952 DRAWING TITLE: PROPOSED 2ND FLOOR FRAMING PLAN DWG. SHEET NO: ■ BSCAN. - , : SEAL: ED A&C, PROJECT#: 2406-04 �j� DATE: 05.09.25 DWG BY: EB, DM I CHKBY: JPM SCALE: AS NOTED ^r— 0 PAGES: 14 OF 19 1 A-123 PROPOSED 2ND FLOOR FRAMING PLAN NORTH Copyright©2025 by caseworks architects, I ILLC SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: caseworks ARCHITECTS _ 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: ! i ±33'-4" ±33'-6" _....J t L..._.-. CONSULTANT: ....._....-, 1 NEW ROOF. EX. ROOF TO REMAIN _! MATCH EX. PITCH. MODIFY AS REQUIRED ±26'-8" NEW HIP ROOF OVER 2ND FLOOR ; OWNER/CLIENT: 1 - - - - C to Klats Scott & hris y k 560 Sunset Ave � t4 Mattituck, NY 11952 MODIFY EX. ROOF AS REQUIRED Xle ISSUES/REVISIONS: D TE: 1L Q w Issued for Preliminary Bid 0 .09.24 p LL 0 III w a Issued for Preliminary Bid 0 .10.24 N a o O Issued for Client Review- Revised Scope 0 .10.25 F- +' p } Issued for Preliminary Bid - Revised Scope 0 .17.25 `? O v z > o Issued for DOB Filing 0 .13.25 +i O X O w Issued for DOB Filing -Revised Submission 0 .09.25 ! MODIFY EX. ROOF 1 AS REQUIRED 11001 i 1 - ±25'-7" EX. ROOF TO REMAIN - - L MODIFY AS REQUIRED LLI JUL — _iLl ±12'-2" DRAWING SET: +-44'-2" 1 DEPARTMENT OF BUILDINGS FILING SET PROJECT: House Addition 560 Sunset Ave Mattituck, NY 11952 DRAWING TITLE: f PROPOSED I ROOF FRAMING PLAN DWG. SHEET NO: A-124.00 j %.. BSCAN: 1 SEAL: ED q&e PROJECT#: 2406-04 l DATE: 05.09.25 DWG BY. EB, DM > CHK BY: JPM SCALE: AS NOTED t,i1 c°nos0a � PAGES: 15 OF 19 1 A-124 PROPOSED ROOF FRAMING PLAN NORTH Copyright©2025 by caseworks architects, PLLC SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: caseworks ' ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: Ak TE_LOE,V_RIDGE .I - E ____- T.O. O LE_V_RI+D%GE____________ -2--__-___+/- 4'-6" 24'-6" W-24 T.O. RIDGE CONSULTANT Y T.O. 4-/- 18'-0" ELEV. +%- 18'-0" 2ND FLOOR---------- _ � �. .,, 2ND FLOOR ELEV. %- 10'-4" ELEV. +%- 10'-4" 77 , ..: _ OWNER/CLIENT. Scott & Christa Klatsky 560 Sunset Ave W 12 W 11 W 09 W 08 W 07 lul • , . ; , .. .. ., _.. Mattituck, NY 11952 W-05 W-04 W-03 W-02 W-01 D-01 1ST FLOOR 1ST FLOOR W10 W06 ELEV. A-/-0'-0" 1 V ELEV. +/-0'-0" ISSUES/REVISIONS: DATE: Issued for Preliminary Bid 08 09.24 Issued for Preliminary Bid 09 10.24 Issued for Client Review-Revised Scope 01 10.25 Issued for Preliminary Bid-Revised Scope 01 17.25 Issued for DOB Filing 0213.25 Issued for DOB Filing - Revised Submission 05 09.25 1 A-201 EXTERIOR ELEVATION - NORTH 2 A-201 EXTERIOR ELEVATION - EAST SCALE: 3/16"= 1'-0" SCALE: 3/16"= 1'-0" DRAWING SET: T_o,_RIDGE ______ _o__RIDGE DEPARTMENT OF BUILDINGS FILIN SET ELEV. -I-/-24'-6' *ELEV. +/-24'-6" PROJECT: House Addition T_ . RIDGE----- --- - .. ...: : ._. *ELEV._ORIDGE ELEV. *%- 18'-0" +%- 18'-0" _ 560 Sunset Ave Mattituck, NY 11952 W 22 DRAWING TITLE: 2ND FLOOR---------- W-23 2ND FLOOR--- - PROPOSED ELEV. }%- 10'-4" ELEV. +/- 10'-4" EXTERIOR ELEVATIONS DWG. SHEET NO: s ^� W 14 W 13 D-02 A-201 ■oo 1ST FLOOR : .__� � _ - .. W-16 D-08 W-15 _ _. _.- _. _ - - 1ST FLOOR IT ELEV. ►/-0'-0" ELEV. +/-0'-0" BSCAN: - SEAL: Ep a PROJECT#: 2406-04 DATE: 05.09.25 ?au DWG BY: EB, DM CHK BY: JPM SCALE: AS NOTED 02 9 Q op � PAGES: 16 OF 19 3 A-201 EXTERIOR ELEVATION - SOUTH 4 A-201 EXTERIOR ELEVATION -WEST Copyright©2025 by caseworks architects, PI.LC SCALE:3/16"= 1'-0" SCALE:3/16"= 1'-0" All rights reserved ARCHITECT: ... ..... casework,� ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 t: 212 594 9112 MEP CONSULTANT: All T.O. RIDGE A',,T.O. RIDGE ELEV. +/-24'-6" ELEV. +/-24'-6" ill T.O. RIDGE CONSULTANT: o 0 00 L ELEV."�_,2ND FLOOR 2ND FLOOR ELEV. +/- 10'-4" j �� MI �� V. +/- 10'-4" OWNER/CLIENT: .... I -•; I � i ! co & Christa Klatsky - !' _... ..,. . :... °� 560 Sunset Ave I I ; Mattituck, NY 11952 -Ac,1ST FLOOR ��,1ST FLOOR I ! ( __- LEV. +/-0'-10" ELEV. +/-0'-10" E III I 11 ............. .... / ' / I I ISSUES/REVISIONS: ATE: Issued for Preliminary Bid D8.09.24 ----- / '// Issued for Preliminary Bid 9.10.24 _. SEE 31A301 ;�• FOR DETAIL Issued for Client Review- Revised Scope D1.10.25 Issued for Preliminary Bid- Revised Scope D1.17.25 Issued for DOB Filing 2.13.25 Issued for DOB Filing - Revised Submission 05.09.25 1 A-301 SECTION 2 A-301 SECTION SCALE:3/16"= 1'-0" SCALE: 3/16"= 1'-0" HIGH WIND STRAPPING CONNECTING ALL RAFTERS TO TOP PLATES TO STUDS TO BE MANUFACTURED BY SIMPSON STRONG-TIE. ASPHALT SHINGLES TO MATCH MODEL H2A, H7Z OR H10S-OR APPROVED EXIST. OVER, 15TH BUILDING FELT. EQUAL. 1/2"CDX PLYWOOD SHEATHING DRAWING SET: ALUMINUM DRIP EDGE ALUMINUM GUTTER DEPARTMENT OF BUILDINGS FILING SET TO MATCH EXISTING FASCIA TO MATCH EXIST. VENTED VINYL SOFFIT PROJECT: N I House Addition 16 STAINLESS. STRAPS MANUFACTURED 2x10 R.R. @ 16"O.C. BY SIMPSON STRONG-TIE CONNECTORS MODEL NO. CS16SS-R OR APPROVED 2x4 C.J. @ 16"O.C. 560 Sunset Ave EQUAL. STRAP TO HAVE MIN. 12" BEAM WRAP AND PORCH BEARING ON THE POST AND WRAP OVER ROOF TO MATCH EXISTING Mattituck, NY 11952 BEAM. SOFFIT AND TRIM DRAWING TITLE: FACE MOUNTED 2x10 JOIST HANGER TO BE MANUFACTURED BY SIMPSON SECTIONS AND DETAILS STRONG-TIE. MODEL LUS210-OR BEAM WRAP AND PORCH APPROVED EQUAL. TRIM TO MATCH EXISTING SOFFIT AND TRIM DWG. SHEET NO. STAINLESS STEEL ABU ADJUSTABLE POST BASE WITH UPLIFT TO BE MANUFACTURED BY SIMPSON A- 01 .00 STRONG-TIE. MODEL ABU44Z-OR APPROVED EQUAL. BSCAN: 1/2"x13"STAINLESS STEEL -� THREADED ROD. 2x10 F.J. @ 16" O.C. �:. DOUBLE 2x10 BEAM PRE-CAST EZ-PEIR TO BE / MANUFACTURED BY !` t' SEAL: BRED Af C PROJECT# 2406-04 DATE: 05.09.25 DWG BY: EB, DM 02 996 SCALE: AS NOTED } ,OP 1�C3 PAGES: 17 OF 19 3 A-301 PORCH ROOF DETAIL Copyright©2025 by caseworks architects PLLC SCALE: 1/2"= 1'-0" All rights reserved RCP LEGEND- ........... ....... .......................... ....................... ......... RCP NOTES: EXISTING STRUCTURAL 1. ALL CEILING HEIGHTS TO BE' NEW PARTITION 2. ALL EXISTING MECHANICAL, F PROTECTION, IF ANY, TO REN ON THE ARCHITECTURAL DRI REMOVED OR RELOCATED. PROVIDE AND INSTALL NEW 3. VERIFY FIELD CONDITIONS A� ALL BUILDING SERVICES LOC) HARDWIRED SMOKE DETECTOR AND 01, CARBON MONOXIDE DETECTOR CEILING AND STRUCTURAL EL OTHER APPLICABLE ITEMS AN POSITIONS TO NEW CONSTRU PROVIDE AND INSTALL NEW ARCHITECT OF CONFLICTS TC SKYLIGHTBEDROOM PRIOR TO PROCEEDING. 2 DIMMER SWITCH � N PROVIDE AND INSTALL NEW 4. ALL LIGHT SWITCHES/SENSOR 3 3-WAY SWITCH LOCATED @ 4'-0"TO CENTERL LIGHT SWITCHES SHOWN ADJ) CLG.`8'-0"AFF PROVIDE AND INSTALL NEW OTHER SHALL BE GANGED ANI TROLIHOUT #m MOTION SENSOR SWITCH A SINGLE PLATE. COLOR OF PI . .......0 MATCH ADJOINING SURFACE F BATH 0 PROVIDE AND INSTALL NEW THERMOSTAT. 5. ANY CODE OR OTHER ENGINEI GF] MOUNT ABOVE SWITCH @ 56"AFF-TYP. ACCESS PANELS SHALL BE FLt .......... TYPE IN GYP. BD, PAINTED TO I ADJOINING CEILING. LOCATION APPROVED BY ARCHITECT PR INSTALLATION. BEDROOM 1 PROVIDE AND INSTALL NEW DUPLEX RECEPTACLE POWER& DATA NOTES: PROVIDE AND INSTALL NEW GFCI DUPLEX QGFI RECEPTACLE POWER & DATA SHOWN IS FOR DEVICES& LOCATIONS ONLY. R PROVIDE AND INSTALL NEW RECEPTACLE ENGINEER'S AND/OR DESIGN BI. CONTRACTOR'S DRAWINGS FOI FOR EQUIPMENT/APPLIANCE. CONFIRM ZL S\� ELECTRICAL REQUIREMENTS. RECEPTACLES, CIRCUITING, COMPLETE ELECTRICAL INFO. 2. ALL EXISTING ELECTRICAL REC EX INDICATES"EXISTING TO REMAIN" LOCATIONS (IF ANY TO REMAIN) IN FIELD. 3. THE POWER& DATA PLAN SHAL ------- PHYSICAL LOCATIONS. THE ENG DESIGN BUILT ELECTRICAL CON LIGHT FIXTURE LEGEND: POWER PLAN SHALL GOVERN TV ........ LAYOUT AND INSTALLATIONS IN WITH ALL LAWS APPLICABLE ANI THE GOVERNING AUTHORITY. DOWNLIGHT 4. CONTRACTOR TO COORDINATE, O RELATED TO SPECIAL EQUIPME� SURFACE MOUNT MANUFACTURER'S RECOMMEND SPECIFICATIONS AND INSTRUCT POSED 2ND FLOOR LIGHTING & POWER PLAN PENDANT :3/16" 1'-0" 5. CONTRACTOR TO COORDINATE I NORTH CONSTRUCTION WITH EXISTING, F-0 WALL SCONCE 6. NEW SURFACE MOUNTED RECEF EXISTING BRICK WALLS- IF AND I TO BE INSTALLED IN THE SAME IV LED STRIP EXISTING RECEPTACLES ON BRIO OCCUR. CLOSET LIGHT- LINEAR FIXTURE 7. CONTRACTOR SHALL LOCATE ALI ELECTRICAL OUTLETS AND VERIF LOCATIONS WITH ARCHITECT BE[ PROCEEDING. CEILING FAN W/LIGHT 8. ANY RECEPTACLE THAT IS NOT S DIMENSIONED SHALL ALIGN HORI, SKYLIGHT 03 d AND/OR VERTICALLY WITH ADJAC BY RECEPTACLES, AND/OR SHALL CLOSE AS POSSIBLE TO THE PRO EQUIPMENT LOCATION, AND WITH PERMITTED DISTANCES. EX. TO REMAIN CLG. HEIGHT TO 9. ALL OUTLETS MOUNTED AT V-6"T MATCH EX. U.O.N. A.F.F. TYP, U.O.N. (ENSURE BOTTC EX. TO REMAIN OPERABLE PART IS WITHIN ADA Cl REACH OF MIN 1'-3"A.F.F.). WHERE srn17 NEW RECEPTACLE ADJACENT TO I ALIGN WITH EXISTING CONDUIT 0 177IF 10. WHERE OCCURS, EX. ELECTRICAL REMAIN AT EXISTING LOCATION, IF F DN U.O.N. IF NECESSARY BRING PANE COMPLIANCE WITH CURRENT COD (t42"AFF) REPLACE PANEL IF REQUIRED. ELE SUB-CONTRACTORS SHALL REVIEI EVALUATE EXISTING INCOMING ELI 00 EX. TO REMAIN SERVICE TO ADVISE IF IT IS SUFFIC 0 % PROPOSED ELECTRICAL LOAD BAS Eb I (%EX, 0 0 ELECTRICAL EQUIPMENT,APPARAI APPLIANCES AND FIXTURES SHOW GFI DOCUMENTS. TO EX. (±42"AFF) (±42-AFF) UP al K�E 3 11. ALL NEW CABLE LINES TO BE HI-SP CABLE. 41 12. ALL COVER PLATES SHALL HAVE C( ]AIN EX. TO REMAIN MATCH,AS CLOSE AS POSSIBLE, TV (±42"AFF) SURFACE. SUBMIT COLORS TO ARC APPROVAL PRIOR TO PROCURING. EO 'Fll DN (o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SED 1ST FLOOR LIGHTING & POWER PLAN NORTH ARCHITECT: z caseworks ARCHITECTS 94 E Jefryn Blvd, Unit C Deer Park, NY 11729 ............................ .... .... ... ......................._......... __............... t: 21 MEP CONSULTANT: 7::r i i I , CONSULTANT: DN NEW TOILET ... -~_ NEW BATHEll NEW SINK i NEW SHOWER OWNER/CLIENT: i Scott & Christa Klatsky __.. 560 Sunset Ave \ Mattituck, NY 11952 ISSUES/REVISIONS: DA Issued for Preliminary Bid 08. 9.24 Issued for Preliminary Bid 09.10.24 Issued for Client Review- Revised Scope 01. 0.25 Issued for Preliminary Bid- Revised Scope 01. 7.25 Issued for DOB Filing 02. 3.25 Issued for DOB Filing- Revised Submission 05. 9.25 1 P-101 EXISTING / PROPOSED 2ND FLOOR PLUMBING PLAN NORTH SCALE:3/16"= 1'-0" P 4 NEW 4" WASTENENT - - NEW 2" C NEW TUB/SHOWER DRAWING SET: 00 DEPARTMENT OF BUILDINGS FILINGSET - 2ND FL NEW 4" PROJECT: EX. TOILET EX. SINK NEW BATH I House Addition — — P 2 s 560 Sunset Ave [�] , Mattituck, NY 11952 r — — DN EX. EX. 4„ EX, 4" EX. 4„ r PRIMARY WASTENENTUj WASTENENT WASTE NENT BATH ~ DRAWING TITLE :.. .:..: .::.. : . :...:.::. ... .. _ EX 2" cn EX 2" NEW 2" EX 2„ RELOCATED RELOCATED 1000-000 EX. SINK WASHER & DISHWASHER RELOCATED EX, EX. RELOCATED DRYER S NKWASHER& DRYER NEW SINK SINK TOILET DISHWASHER Z Ex. PLUMBING PLANS SED TOILET - . - . EX. o ® EX. SHOWER RELOCATED SHOWER kup -- POWDER KITCHEN SINK 1ST FL RELOCATED R M LAUNDRY - - - - - - - - - - DWG. SHEET NO: KITCHEN SINK & STORAGE EX 4" EX 4" NEW 4" EX 4" P'101 .00 EX. PRIMARY BATH KITCHEN — --I EX. POWDER ROOM LAUNDRY EX. TOILET 0 - EX. 4"WASTE TO EX. SEPTIC TANK EX. 4"WASTE BSCAN: NEW SINK SEAL: ��R�©a�C PROJECT#: 2406-04 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J �c> pau!M y�� DATE: 05.09.25 DWG BY: EB, DM CHK BY: JPM OZ 9g6 SCALE: S NOTED or � PAGES: 19 OF 19 2 P-101 EXISTING PROPOSED 1ST FLOOR PLUMBING PLAN NORTH 3 P-101 EXISTING / PROPOSED PLUMBING RISER DIAGRAM Copyright©2025 by caseworks architects, FILLC SCALE:3/16"= 1'-0" All rights reserved 3CALE: 3/16"= 1'-0" SOUTHOL TR-USTEIES No. io ss o9 a Issued To. Scams lc*%TsKw Date Address 5�o sunset vcv . Aat(;T�►cK .. THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 .r— Glenn Goldsmith,Presf'�,,Nq�: Off' OG`-��. �_�'. Town Hall Annex A.Nicholas Krupski,Vice President N=� % 54375 Route 25 Eric Sepenoski � ,? P.O.Box 1179 Liz Gillooly �y « pl Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 7�1q,Z25 Completed in field by: C. Joseph Kollen on behalf of SCOTT KLATSKY requests an Administrative Permit to construct a 374 sq.ft. 1st floor addition and 837 sq.ft. 2"d story addition to existing dwelling; demo existing garage and breezeway; construct 30.5' x 6' covered porch construction activity within 100' of wetlands. Type of area to be impacted: Saltwater Wetland Y Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment J Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: C®;1 A(-VGk"dn i'S Mc9Cc� �,an ico o?'.4 Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples BELL. BLOCK W APRON X S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 3 LOT(S):21 LAND NIF OF 343 12 MON. �c c HAHN & SCHECHTER N U.P. .r 4 -0' r LAND NIF OF I I 4' ynRE FENCE SONG LINE - MON. U rn P. C F+�^ TOWN OF SOUTHOLD X GRAVEL ORNEWAY MO 1g9.53 2 W 3.7'S 9 8803 740 , 0 X N q'WIRE FENCE 0* X N N Y MON. U.P. lL 3.7'S 0 13.6'E O 0 �M w I c I c NS 249.50''W d' 0 c� ® I m x C N COLUMN 6+,A O 9 I W, p LAND NIF OF •y I U.P. HORNE & WADELTON ���• 8.31E ® O/ LAND NIF WELL aid X & 0� TOWN OF SOUTHOLD OF PROP. COVERED PORCH ° i 17.1 11.71E 'A _ 12.3' 34. U,5' MON. — � .;.::.::•::....... e N.:::•:::.815,1 5 ESTA RATE ..................• ' :: .....'S:.::;::.::::.if:•:• II ..... IXISITNG GARAGE AND ® I ESTA FayCE n::;OW FRAME x EtL/Nc 1)rsso ;';';':?:i.' II o BREEZEWAY TO BE DEMOLISHED .... ;;....... GATE o �:;:%`.%%'t:::ttt;•:::.:: —"L—"' ROP. 1ST FLR ADDITION •:<:jtt:; :::i vz, .'is.a'•:M :' .................. 0 ! 85, PROP. 2ND FLR ADDITION LAND NIF 55.1 x ll.s' (30.1 x23.6) OF J U N 2 4 2025 REEVE ......... .. � LA BRICK •PATIO ��� EXISTING SANITARY LOCATION t Southold Town I Board of Trustees uo Cf\ MBER WgLL � 00 cb \4'Cam' �N E � x x I FEMA MAP# 36103CO482H EFFECTIVE 09/25/2009 ENE WALL x x x CA THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL \ \x� LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS ' NAVD88 o� n AREA: 45,418.97 SQ.FT. or 1.04 ACRES ELEVATION DATUM.. gs�w►•p UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA770M OF SECAON 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY . JP F2q �U MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ' GG�ND1RY ONLY 70 THE PERSON FOR WHOM 771E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77IU710M LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777J770N. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR IMENSIONS SHOW HEREON FROM THEEY ARE' o� NOT/N 70DMONUM£NT THE PROPERTY LINES OR 70ROPERTY GU/DE THE ERECTION OF FENCE$ ADD/7)ONALINES TO THE STRUCTURES ARE � JRUC7URESPURPOSE OR AND OTHER IMPROVEMEN7SAND USE THFJ?EFORE �£ASEMEN75 �y00' �• :ry AND/OR SUBSURFACE S7RUCIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY —, 1103 ' ' '— � ' ' ' ' . ' . _�' '• � SURVEY OF. DESCRIBED PROPERTY CERTIFIED TO: scoTT KLATSKY; — � MAP OF: CHRISTA L. KLATSKY; MON. JP MORGAN CHASE BANK, NA; 1D.� FILED: JP AMERICAN TITLE INSURANCE OF NEW YORK, SITUATED AT.MATTITUCK ADD PROP. ADDITIONS 05-30-25 — — — — '' jjs9 , TOWN OF-SOUTHOLD UPDATE OS 12-25 '= - = = — _ — '—. _8 OF- D19 = = KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISE SANITARY LOCATION 08-02-13 '— — — - SOuTM I . - _ — _ — - ! , , ,.. SUFFOLK COUNTY, NEW YORK Professional Land Surveying and De LOC. NEIGHBORING WELLS AND CESSPOOLS 06-26-13 ' . ying alga ADD LOC. OF SANITARY& WELL 04-03-13 — ;TOWN- — — — = — — — — \ r &+/ P.O. Box 159 Aquebogue, New York 11931 ADD TEST BORING 10-17-13 - — — — — — = ' ' FILE #12-111 SCALE: 1"-40' DATE:SEPT. 17, 2012 N.Y.S. LISC. N0. 050882 PHONE (881)298-1588 FAX(631) 298-1588 A ak t.SEC NO IN ,r.w,� untcn u�fttaatt .� RD as _ m y, 01 6 zw 't tpyq cevuo.crn.,p.,,s..,., '- s', �rn:NGK-�••'S TIi q L � 2G$1 Oq� °en o g9 Y` .-. •..y, Rt t i> �+ T " s= ]2� > ' ta.Mlq ) Is s - t+ a syl •^ r '� e i wO Is a t S P 25 • t, ! rr y a &'.. t r �I¢ t ,.B,I �� a T, r x S � rn N , n, r 9 N s P N 'at k�D xa i r , .�® ♦ 2gA ja* _ ' 7/ ) 4 e> 5.. _'{h a 3- � ...S x 6 4 • `rM,! e ' , �a ., c1 ML' -sfi Yc h 1 y, • xx I b A ! f d '> )) '4; 3 ) A 6, a 21 so nGls y Lw•) ) g Sl. ,r. ii m isIS °tr tza - x t l i MMtRArOOKA is as>" a r s ',�°rY,K ,e '° M `y9 a» 1' F. q�F wrE �:` SSi a 4 q + -\ 'w') m-------- • m r isN S / __ A -Y00 tHcl aHcl ); y .� )1 a a T ,} .. ;' sd.',}7 ;--^ f a� m' Il x (�� ,. �,��.�+st'a�..ry p h a2. sr eg a. ,..... , Q$ i E ,A a 4 1 m7 z� -r x�^SSSF-a i Tx,I .t�• a �•Y <. .. •` _...._.....•......... tw a our-¢ g sh.3^ SUFFOIQ LK_. t +r > a � .^ .'•,.pTy. xyr��'A ts• 3> r- - ) z�, aas��� •mil i �t�' h ; 1� ��5 owe,ss, ss z x -i 9 _ A SwO t 1 rcuwrcwa„w:, - `i s a �y® _ x apt axo a owt • w r •, r 1 w R a Is 6e ta t J :+ My0 11 ) p ,I rapt f d ,t 1'` 4 •+ 13 .....t..._: .-NO " ...Yc. }"N , 6 S y SEE ` S p9,�I1 A 11>Ctar1.Y .,,. `B 6 •c�" R u �1p 5 H .6YS , °Syil "4-M 1t♦a 4e °1 3 o b r IS A3 to ,a r i to ♦b,:1., Y, �,} z iss r� � S ° • \ a M rE ".,. ,)J > , t 1Y to1��yT' t.a sue. �tyt'6a oS< a� ��`9rY g .• � 1 t;,sT a ;� S t da R 5[. a 4 u.m nw f -1 ,- fOR E:NO t SEE Nu Via d ji, �11,xv 6Mc) 3�`. N SE bEL NO SEES (1 Y ) - MMLCn LINE MNtCH ,NE .• R '`.Y ` �. e 3 BEEU«n'.�,e� •.",,,- .. _"+�. '� �•. F p ,m:.M i.t .,E�No, �'.m vw 1 L '» .::.: ..::,,., • ...._ — .»_ COUNTY O 5 LK N Nonce .� opp sEcnpea ro e _ F UFFO zi 0 .....s - aa,I� P I P-P,t 1 E 1e W+.eavv.auewvt s aE cw _ E AIL— __ _ w I, r.. S W pstNiantor6 :vINwSRue,EO M ar aOUTNOLO 115 p w-yL—_,__ __..__ w —_ r..N«. (21) u... o 10 ..I,r ... wmnur ul srN,a may P 4 _ OFFICE LOCATION: s /IY MAI ING ADDRESS: '���f- .0"' ,� Town Hall Annex � =~'� ��` y'i P.O.Box 1179 ° 54375 State Route 25 '�� � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) '' "'•'N yie'' Southold,NY 11971 �' :. _ Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 11, 2025 Re: LWRP Coastal Consistency Review for SCOTT KLATSKY SCTM# 1000-11.5-3-2.1 Joseph Kollen on behalf of SCOTT KLATSKY requests an Administrative Permit to construct a 374 sq.ft. first floor addition and 837 sq.ft. second story addition to existing dwelling; demo existing garage and breezeway; construct 30.5' x 6' covered porch; construction activity within 100' of wetlands. Located: 560 Sunset Way, Mattituck. SCTM# 1000-115-3-2.1 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 action is CONSISTENT with the LWRP. 1. Require that the sanitary system be upgraded. 2. All stormwater controls should be required. 3. Any buffer should be non-fertilization. 4. Turf areas should be minimized. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Glenn Goldsmith,President QF soU�y - Town Hall Annex A. Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly �a Elizabeth Peeples Q Telephone(631) 765 1892 � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only EC IV Coastal Erosion Permit Application E G Wetland Permit Application X Administrative Permit JUN 2 4 2025 6� —Amendment/Transfer/Extension Received Application: (5q �C Received Fee: $ Q50 do soulholdTown Completed Application: Board of Trustees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): r LWRP Consistency Assessment Form Sent: 31 )-S CAC Referral Sent: Date of Inspection: -4(ol C Receipt of CAC Report: Technical Review: Public Hearing Held: / b Resolution: Owner(s) Legal Name of Property (as shown on Deed): Mailing Address: ,S c 1141j-i /'Iti' ���<�rn%1/�t� A-y 11 Phone Number: ��°L Suffolk County Tax Map Number: 1000 - U -' Property Location: S i,>yS e-,j e- � CGc- /lJy� (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): at;>SP-10 1 Mailing Address: ` (J� �91� -l� k&(4 ZPrc,-e- A>t� Phone Number: Email: Board of Trustees App,,_ ,ation GENERAL DATA Land Area(in square feet): 4`',�J° Area Zoning: 'L Previous use of property: Intended use of property: S� e/`'�L�' Covenants and Restrictions on property? Yes , No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? -2(.—Yes No 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. Will this project require y demolition as per Town Code or as determined by the Building Dept.? Yes nN0 Does the structure(s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: A cy Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspende by a governmental agency? No Yes If yes, provide explanation: / Project Description (use attachments if necessary): 1-1 37 F 3-7-- �}- � Board of Trustees App:-___','ation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: PW(,- /'�' "DO, Area of wetlands on lot: ( ' square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: l feet Closest distance between nearest proposed structure and upland edge of wetlands: 00 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? cubic yards How much material will be filled? A A' cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: RAT- Manner in which material will be removed or deposited:' 0� p 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): '&Tc)ffff,- 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -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 1 -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): Brief Description of Proposed Action: 5 P4zen1 L Name of Applicant or Sponsor: Telephode: —71 • — Sc6 rr E-Mail:` D Address: .c City/PO: ` hJ� Ion //' P.6- ��v StateA r zr/V/ 1.Does the proposed action only involve the legislative adoption of a plan,local law,oi•dina ce, NO I 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: ❑ 9 0401 vt0 V-P" D d)j, 3.a.Total acreage of the site of the proposed actionl acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? C� acres 4. Check all land uses that occur on,adjoining and near the proposed action. �� ❑Urban El Rural(non-agriculture) ❑Industrial ❑Commercial r&sidential(suburban) El Forest ❑Agriculture ,❑Aquatic ❑Other(specify): [:]Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ M ❑ b. Consistent with the adopted comprehensive plan? ❑ ly� ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? F-1 M 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: Z ❑ 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? F9 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ❑ 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: � � FA ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: VIA 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? ❑ ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? (}�� ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: �1J 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline El Forest cultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban AP Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed YES t 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 YES If Yes, �r" a.Will storm water discharges flow to adjacent properties? NO YES b.Will storm water discharges be directed to established conveyance systems(r-_- 7and t drains)? If Yes,briefly describe: Y �. 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 remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE IN RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE /UMA .Applicant/sponsor name: `y►.� Date: Signature: ;�4*tlKv Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2, Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by thi pro*t sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning L ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ 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 incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? Y, 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. 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. ElCheck 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 App"r-atllon AUTHORIZATION (Where the applicant is not the owner) I/We, KA lk ' owners of the property identified as SCTM# 1000- F' ��^ "~ 9 in the town of P 4 nj I b ,New York,hereby authorizes JY 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. Am Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF ; -c� ,20 �`S c t� Notar Public A EXANDRA J FINK NOTARY PUBLIC,STATE OIF F NE 491�9 ORK Registratioi Qualified in Ne%v York-�— my Commission Expires: f� { Board of Trustees Application AFFIDAVIT . rf'Adk BEING DULY SWORN DEPOSES AND AFFIRMS THA 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 HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO-INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. � �---- Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS=DAY OF `,� �Gt^-�-' 20 '� Notary/Public i ALEXANDRA J FINK }10 T ARY PUBLIC,STATE OF NEW YORK Revistration No.01F16349139 Qualified in NeNv York County M�°Commission Expires: 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: (Last name,first name,diddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee 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 he shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold A(ILA 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. DESCRIPTION OF RELATIONSHIP N - Submitted this da of .� � 2 Signature -� Print Name ti Form TS I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Toym 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 detail, listing both supporting 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# t 197 _3 - PROJECT NAME �C4-r The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustee l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: V j )'� Location of action: S"'4 6 Ave 01 / Gw /V Site acreage: i Present land use: s t 2� Present zoning classification: 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: (b) Mailing address:�< �s °3P -ve (c) Telephone number: Area Code( ) (d) Application number, if any: A)/ 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 of Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—P licies Pages 3 through 6 for evaluation criteria El Yes0 No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable 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 ❑ Yes ❑ No t Applicable 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 thro gh 21 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for eval tion criteria. Yes No ."t Applicable � Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria.❑ YeO No KNot Applicable Attach additional sheets if necessary WORKING COAST 1�-,,��ICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No <Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town w ters. 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 valuation 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 � TITLE � �� DATE