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7866
IFI&W 'SWIaVYIT AAJU A ID � I lSfi SI tVjUkffi( + 1 �i +A1C I►l �cc 3' 1 Owner: Stalzer, Richard File #: 7866 Address: 2600 S Harbor Rd Code: 13ED c-6 c� Agent Info c� Mr. Richard Stalzer 2600 S Harbor Rd Southold, NY 11971 Phone: 917-250-5453 Fax: �/ Email: richstalzer@yahoo.com OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®F S®Uj�® P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY c� Telephone: 631 765-1809 COU �O http://southoldtow=y.gov COUNTY, RECEIVED d- �, Cs 3. INAP ZONING BOARD OF PEALS N 2 3 2024 Town of Southold FINDINGS, DELIBERATIONS AND DETERMINATION Southold Town Clerk MEETING OF JANUARY 18,2024 ZBA FILE# 7866 NAME OF APPLICANT: Richard Stalzer PROPERTY LOCATION: 2600 South Harbor Road, Southold,NY SCTM# 1000-75-7-7.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,399 square foot parcel located in a R-40 Zoning District. The parcel runs 121.00 feet along South Harbor Road, runs 172.00 feet on the North side, 95.94 feet on the West side, and 112.52 feet on the South side. The parcel is improved with a one-story frame residence and a shed. All is shown on a survey by Michael W. Minto,L.L.S., dated October 4, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's October 31, 2023, Notice of Disapproval based on ani application for a permit to construct a sunroom addition to an existing single-family dwelling; at 1) located less than the code required minimum side yard setback of 10 feet; located at 2600 South Harbor Road, Southold,NY. SCTM No. 1000-75-7-7.1. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to a dwelling,to create a four-season sunroom,that will result in a non-conforming side yard setback of 8.6 feet where town code requires a minimum 10 fee side yard setback. ADDITIONAL INFORMATION: The dwelling has the benefit of pre-existing Certificate of Occupancy Z31183, stating the house was built before Town of Southold's zoning codes were established in 1957. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 4, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1 Page 2,January 18, 2024 #7866, Stalzer SCTM No. 1000-75-7-7.1 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older neighborhood consisting of single family homes built before zoning. The existing house has a non-conforming side yard setback of 8.4 feet and maintaining that side yard setback with an addition measuring 8.6 feet side yard setback will be imperceptible and will not change the character of the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The existing side yard setback is non-conforming at 8.4 feet and any extension matching the existing side yard setback will require the benefit of variance relief. 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 14% relief from the code. However,the proposed non-conformity matches the pre-existing non-conforming setback. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new sunroom while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried,to GRANT the variance as applied for,and shown on the Architectural plans prepared by John J.Condon,LPE,labeled GI, G2, A 101 and A201 and dated August 20, 2023; and the survey prepared by Michael W. Minto, L.L.S., last revised October 4,2023. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this.decision null and void That the above conditions be written into the Building'Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3,January 18, 2024 #7866, Stalzer SCTM No. 1000-75-7-7.1 Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) t, Leslie Kanes Weisman, Chairperson Approved for filing / / d,/2024 UNAUTHORIZED ALTERATION OR ADD1' t THE EXISTENCE OF RIGHTS OF TO THIS SURVEY IS A VIOLATION OF AND/OR EASEMENTS OF RECORD IF DRAWN MM CHECKED MM RENSED OCT. 2023 DRAWING & JOB N0, 23-860 SECTION 7209 OF THE NEW YORK STATE ANY, NOT SHOWN ARE NOT EDUCATION LAW. GUARANTEED. COPIES OF THIS SURVEY MAP NOT BEARING Area- 14 399 s.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 2600 South Harbor Road, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Iwo LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. -- Lot Coverage NOV 0 6 2023 a - EXISTING ROOFED AREAS= 1,453 S.F. e° PROPOSED ADDITION= 182 S.F. TOTAL ROOFED AREAS= 1,635 S.F. Ln `y Ln rr^^ Fo�M CD V, o�o rri PSL W M Y0 r t. .�0 S 0 Cr o'er o �'.� 1�a 0 o �1, w0s�o Poop pe 10 o' CL2• 51 be , \�to�e to ;�, •,v. � o eyk° 55.5' 15'5 J C=) ---- . do, ,5r°0 �eQ ep- ?o M° g1� walk & steps C� o� s FINAL M P F��°�S�\ REVIEW D BY BA DECISION ��(o DATED: �y F00��e`�` 1N�g'L a g 0-0 o� Certified to: Survey of Described Property situate at RICHARD STALZER FIDELITY NATIONAL TITLE INSURANCE COMPANY Southold Town of Southold Suffolk County, New York Michael W. Minto, `L.S.P. C. District 1000 Section 75 Block 7 Lot 7. 1 LICENSED LAND NEW YORK S AOTE LICENSE NUMBER R 5087R1 Scale 1 "= 20' Surveyed September 27, 2019 87 Woodview Lane Updated October 4, 2023 Centereach, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 20 0 10 20 40 80 CELLULAR: (631) 766-9714 W EMAIL: mikemintolspc®gmail.com ( TAT FEET ) 1 inch = 20 ft. GENERAL NOTES: -� _ ' ` . ;; f f C C) R A C T 0 R N 0 T E S SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: ZOZ3 d \\` J\��XX d�„ ✓, NOV 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, �,, 1. All studs to be SPF #2 °or, ,better,- end -all other' structural wood to be Douglas Fir/-arch #2 or better. ill' �• Ion GENERAL NOTE;: - _ 2, FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC; 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 hone: 631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. p AND PAY ALL FEES REQUIRED BY THE 30OVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: sslon650coptonline.net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. oecignAssociates,LLcofarmerlyoAKAssociates,LLc 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain o= face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, p p y REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC, No port thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3, DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6- a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. the have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS DWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI y p p PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE B' Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI g• Fv = 285 PSI 4. NOISE AFTER HOURS: = THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, L-C. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE 'WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS ,tGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY -- TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION c®T�RV'FlC'r OR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION 1'101 LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY A� 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF T-1E LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA SL NATLIGHT ANDVENTILATION REQUIREMENTSOMS MEET .OEXCEED CHAPTER R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE URAL PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE ) ( ) ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /r, INCH (11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. AT-ACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301,2(2) OR ASCE-7, WITH THE PERMANENT UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT - �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A ".1EAD ROOF HEIGHT OF 45 FEET (13,728r-nm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WI RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Veit IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPESRESIDENTIAL CODE OF NEW YORK STATE. FASTENER SPACING (INCHES) FINAL MAP 40 V B GUARDS AND HANDRAILS 200h FASTENER TYPE R301 DESIGN CRITERIA REVIEWED BY ZBA PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, DECISION# b HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE DATED: PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT. BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF Ya INCH DIAMETER LAGSCREW- R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE: UNLIMITED AREA SLEEPING ROOMS 3o AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = RTALZER 13'-21" AS PER TABLE 506. 2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER CHAPTER 5 OF THE STAIRS 40c INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEN YORK STATE, FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RESIDENCE FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 18'-0 1t 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed of opposing ends of the wood structural panel. ( APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located o minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 2600 SOUTH � H H /'\ RBO RD. LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. V �7 lJ �'il-`�© i1 E.t BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, SOUTHOLD NEW YORK ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 182 sq.ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASNA 18 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMMENTENT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 182 sq. ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING wooD MASS FLOOR BASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERTY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUE SPACEC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGCI R-VALUE R-VALUES RNALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIARLITY FOR OMMISIONS DUE TO UIIV,NOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm AUGUST 20, 2023 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(c) NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. r1EW BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��0� yQ 1 152-2023 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN Q 5, CO 'P DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. C-> ��� NVQ interior of the basement wall, p ^;f' �L * BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD CHECKED BY: NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. f'I MEMBER DEPTH. 's COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �. COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. - sC ' SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slab area of o heated slab in addition to the required slab edge insulation � G ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN O� h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PROOF OF PURCHASE. SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without (c) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g the authorization of local governing agencies, such as Suffolk County Det DOB NUMBER: OF g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. Dept. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. 0 EHL DESIGN-ASSOCIATES, 11C insulation is on the interior of the mass wall. / ONSTRUCTION TORS SPECIFIED SIMPSON STRONG TIE CONNECFOR C MINIMUM OF %, /i/�"n�// USE A U ,ii,..,.. M TS20 �TS20 w ,..' /e TWO 8d NAILS THIS ��� ' DOUG—FIR LARLH SO. PINE UPLI SIDE OF TRUSS. 6r. PROVIDE 1 HCA10KT ON ( ) FASTENERS ALLOWABLE LOADS '•2 LOAD SIDE OF CEILING JOIST •; LATERAL WITH TOTAL FOUR o /• O o ° AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT (133/160) 8dx1 CODE 8d NAILS p I� N0. TO TO TO AVG NAILS REF. INTO TRUSS. °o RAFTERS/ ULT. F F (133& �r PLATES STUDS (133) (160) z STU '— j '�. I' — T"_Y. ph 1 � III I� I�%,. " o .%'. .m'ry 5. TRUSS 16n) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s KE H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE—UP WASHER KEHL DESIGN ASSOCIATESLLC 1 PROPER INSTALLATION PROCEDURES •j residential & commercial design o consulting _ 2 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOART -x12 e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS oo PO.BOX 1675 phone: 16311433 9084 e AVG REF. Southold,New York 11971 E-Mail: ssbn654@optonline.net MOODEL GA MAX. CLEAR ULT. LFTA2 LFTA PLATES opo °• °° ° WIDTHSPAN L QTY DIA 1}„ 2" 2}" 3" 31" 11" 2" 2}" 3" 3I" EIGHT o ' 8d NAILS SP4 Kehl Design Associates,LLC o formerly D A K Associates,I LC 1205 1400 5, 44, 85 INTO LFTA 16 2;" 17" 3g�' 16-10d 4200 _ STUD u OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PINE ' °Q FASTENEF2S2 ALLOWABLE UPLIFT LOADS These drawings and specifications including the MODEL L AVG 10d 10d x 12' CODE t�j No. ULT. REF. f'OV ® 3 LFTA ° ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN tod 1od x 1 " (133 / 160) (133) (160) 202 L_S TA 21o. ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie ° copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 1 ' ' • ,° °° HGA10 with any work or project other than for which 4 they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ`x12 0 ��DETAIL "Kill° o LST20 20 12-10d 12-10d x 12"" 2383 775 720 720 3, 41 COW— DETAIL IT 11 0° sTu 5"— COUPLER NUT 8 DOUG-FIR-LARCH Equal number of 'SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails in °° TAKE—UP WASHER CONNEC— OF LOAD ALLOWABLE LOADS REF. MODEL FLOOR ROOF (133/ Simpson Strong—Tie ` N0. TION (100) (125) 160 eaC en G 10 125 670 I°, p g CS16 ART-"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS1'7'9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE ;.o MODEL MACHINE AVG STUD LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHESTREF. NO. BASE BODY a AN SHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIA DESIGN LOAD DESIGN Co QTY DIA 1 2° 21" 3" 3 " 5 " LOAD WHEN RAISED OFF ° THE I PLATE o ° o t HD2A 16 12 41J" 2�" 2J" 8" 2"' B" 1T6 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° O O MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG U L STUD PLATE ULT. (133)z DF / SP (160) RODE SP4 3 71" 6-10J x 1}" 2917 735 885 7, 40, 127 m 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °° No. GA WL NAILS F100 R (133) (160) REP. WORK NOTES: LSTA21 20 1j" 1 21 — 905 1 1205 1295 7, 40, 90 °O MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE No, CA W L NAILS FILOOOR (133) (160) REF. Simpson Strong—Tie STU 8"— MSTA24 18 11" 24 8-10d 1025 1370 1640 7, 40, 90 FASTENERS LUS46 S TOTAL ALLOWABLE TENSION LOADS NAIL CODE HD2A TAKE—UP WASHER NOT FOR MODEL SPACING REF. NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 °C OF ROLL L IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CST 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS pN -FIR R H PIN WA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. CA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL " ll 1od 16d ULT. (133)(160) 10d tsd 10d 16d 10d tsd REF. ALL LIABILITIES ON THE CONTRACTOR. CERTIFIED BY A LUS46 18 3�' 4j" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CNW- 14 3�" 9 " 2 — 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL I DOUG—FIR LARCH SO PIN ALLOWABLE A ARTg�'x12 S TU 8" FASTENERS UPLIFT LATERAL CODE SIMPSON E N G I I' V E E R MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TAKE—UP WASHER TO RAFTERS To PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4—SDSJ"x1 J" 4—SDSJ"x3" 1523 435 435 1165 940 r USE A MINIMUM OF MTS16 MTS16 SP4 TWO 8d NAILS THIS CN W— SIDE OF TRUSS \\ HD2A /COUPLER NUT SP4 TOTAL FOUR /. • 0 • SSE A MINIMUM OF // PROJECT: 8d NAILS TWO 8d NAILS THIS STU R`- LSTA21 SIMPSON $" ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. SIMPSON TOTAL FOUR o /• ® o ° TAKE—UP WASHER Strong-Tie 8d NAILS L S TA 21 INTO TRUSS. HUS 21 0—2 ALER e m®e Q e e ® E S CE VTWO o o F1 @1 D O i FS PILA AILSOTES ° TWO HT ° O 8d NAILS Sd NAILS o INTO INTO e DETAIL ATT t1 A 11 0 /� STUD Simpson Strong—Tie PLATES V, JLJETAIL L 1 26{•� S R p^� H7 EIGHT 2VOO SOUTH HA��.i®I i \D' Sd NAILS DETAIL "D" DETAIL "G" DETAIL °°o° Simpson Strong—Tie Tie sem° H7 9- o. Simpson Strong—Tie SOUTHOLD, f�EW YORK LFTA LFTA BP ROD SYSTEM DETAIL L DRAWING TITLE: LFTA °° °° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS I V-0" DEEP POOL x 10' DIA. = 68.4 cu,ft. per vertical ft. LTP4 ROOF AREA = 176 sq/ftu. AL MAP LTP4 V = A x R x c Ar-MEWED BY ZBA LTP4 A = 176 Sq/ft DECISION# -7'8 DETAIL "C" R = 2" RAINFALL = .17 ft DATED , Simpson Strong—Tie C = COEFF. = 1.0 NOTES: Floor—to—Floor Connections V = 176 x 1 x .166667 = 29 C.F. _ . THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THC LTP4 DETAIL "B" Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LTP4 Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 29 / 42.25 VERTICAL FT. / FT = .6 V,F, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE USE 8' DIAPOOL 1' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Floor-to-Flo . -Oor Connections DEEP -- 1 U.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 29 22.3 VERTICAL FT. / FT = 1.3 V.F. SEAL: DATE: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, USE 6 DIA. POOL 2 DEEP = 2 V.F. AUGUST ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECCTT20, 2023 N0: N NO SUBSTITUTIONS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES )VPaEL,/ 1152-2023 _ IN ACCORDANCE WITH THE PROVISIONS of THIS CODE SHALL RESULT IN A SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF `� YO DRAWN BY: All framing hardware shown on these plans, THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE HOUSE AND/OR LEADERS TO BE PIPED TO �,'��.��� n��NQ0�� BDK unless otherwise indicated, is Simpson Strong-Tie. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING o '{ ti No substitutions are approved or authorized. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ; ,Ir <", ;.� .," t * NECKED BY: Due to the relationships of framing hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC the other components of the structure, any framing THIS SECTION. N aHEEi NUMBER: hardware substitutions will render these plans SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). null and void, and will result in the installer contractor AS AAN R30ALTERNATE PROVISIONS ,4 ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING O� P assuming responsibility for the design and STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA - G2 performance of the entire system. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WHERE TRAFFIC IS TO BE PRESENT. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: of 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. (D UHLDESIGN•ASSOCIATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) eo ( lol- - KEHL DESIGN ASSOCIATES LLC NOC f 2023 residential & commercial design ® consulting P0.Box 1615 phone: (631)433-9084- Southold,New York 11971 E-Mail: ssbn654^optonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC A I •�, OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. R EV: EX CL EXISTING EXISTING EXISTING EXISTING BEDROOM BASEMENT o BASEMENT o EXISTING CRAWL SPACE - LIVING ROOM N N N r Provide 24"x 8" Access and t f -1t�s" -1fYs" -ilYs" -11is" I EXISTING - Ys' '-1 Ys" Ventilotion Openings (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') BEDROOM _ _ F Z— — - o - - o - - o 2„ o EXISTING I BATH 8" PC. Foundationo WORK NOTES: Of oNo 8"CMU. Foundation 4" PC. Slab o Pitched to _> N Q N NEW Drain a EXISTING EXISTING `�N o SUNROOM I I12 NEW N BASEMENT BASEMENT g 9 017 "I CRAWL SPACE o o °� o _ Line of Ridge Above II o ' r7 '/ Slab Drain N o ¢ o N N N ;Ihl= EXISTING L- ih N N I I I 1 l DINING OT F O R4° PC. Slab EXISTING _24"x8" PC. Foafinq ROOMPitched to with 5 Rebar KITCHENDrain s Note: Provide Access to CONSTRUCTION Equally Spaced L.W. 'N Crawl Space with I and 5 Rebar __. . 82oc SW _" PC. Foundation ? 2x8 ACQ Jocks 3� (2) 1 "z7" VHeder E7 USE UNLESS (2) NLESS(2) 14"x5j" LVL HdT, ' 1„ 8"CMU. Foundation 3 -82 CERTIFIED BY A L- _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ T__ J 200 Series Series 3" 200 Series EXISTING PROFESSIONAL o Andersen SMM Andersen SM. Andersen SHELVING 4'-0 EXISTING 244DH2849 244DH2849 244DH2849 AREA ENGINEER 8" Foundation STAIRS2'-84" EXISTING Damp Proofing `S EXISTINGLAUNDRY 2015 Vertical Rebar 032"oc' CRAWL SPACE 01 STAIRS ROOM J5 Horizontal Rebar 016"oc. x '-T�� ,�'y, p MAF 24"x8" PC. Footing o N l'�8... p Bottom of Footing with (5)#5 Rebar E\ E E BY Z BA To Be Min. of 3'-0" Equally Spaced L.W. _________ _____ 'CIS e Below Final Grade on and #5 Rebar 2'oc S.W. o FIRST FLOOR PLAIN ^ Compacted Fill. A 1 P oZ N i SCALE: 1/4"= 1'-0" FOUNDATION DETAIL EXISTING EXISTING PROJECT: � EXISTING WALLS CRAWL SPACE BATH X NEW WALLS TA L E FOUIP"XIDATION PLAIN'- REIDE CE SCALE: 1/4"= 1'-0" F WALL TO BE REMOVED L-------� �DDTIO EXISTING WALLS NEW WALLS 2600 SOUTH HARBOR RD. SOUTHOLD, NEW YORK PROVIDE HURRICANE STRAPPING IN ACCORDANCE 'NTH THE F WALL TO BE REMOVED 2020 RESIDENTIAL CODE DRAWING TITLE: L— — — — --— OF NYS. AS NOTED NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THC PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ALL HEADERS ARE TO BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL (2)13/"X 9Y2" LVL UNLESS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE OTHERWISE NOTED DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMUSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE LINE-UP NTH WALLS IN HOUSE. AUGUST 20, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1152-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CCDE SHALL RESULT IN A SYSTEM NOTE: PROVIDE FIRE BREAKS 0� NEW 0 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. CS, }' DRAWN BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING AS PER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �Q J• CoN '�'� BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS THE 2020 RESIDENTIAL UNDER FEDERAL COPYRIGHT LAW. `�' o�� PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF CODES OF PLANS MAY NOT BE REPRODUCED WITHOUT * �• * CHECKED BY: `,, , NEW YORK STATE. WRITTEN AUTHORIZATION, y '' :'; '� `r ----� THIS SECTION. SHEEP NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. � 'AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A101 O STANDARDS ARE PERMITTED SUI3JECT TO THE LIMITATIONS OF THE THIS CODE AND THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN _ 01%,THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF PROOF OF PURCHASE. NEW YORK STATE. DOH NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Of local governing agencies, SUCK as Suffolk County Dept. of Health Services, Town Building 2_) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such ' ©KEHL-DESIGN°ASSOCIATES, tL(' 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 3 } /r Add to Chimney as Necessary to Meet the 2020 NYS Residential Building Code. -- _ Provide New Flashing Around Chimney Ridge Vent KEHL DESIGN ASSOCIATES LLC NOV o 6 Z08Hurricane Strapping residential & commercial design o consulting Match Exist Roof Shingles Match Exist Roof Shingles 1j"z 11" LVL Ridge 15#Felt 15#Felt Match Existing 2x6 Rafters 16"oc. 2x6 Rafters 16"oc. Roof Pitch Match Existing CDX Sheathing PO.Box 1675 phone: (631 433-9084 Match Existing CDX Sheathing Southold,New York 11971 E-Mail: ssbn6540aoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Remove Old Roof Bolt These drawings and specifications including the ideas, design and arrangements represented New R-30 la' on Top of -21 Insulation therein, are the property of KEHL DESIGN Existing In ti ASSOCIATES, LLC. No part thereof shall be -- i 2x6 False Rafters 16"oc. copied, disclosed to others or used in connection 11111 11111 11111 111 I with any work or project other than for which -49 Insulation_H�ri�Qn -Strap�ng____ they have been prepared without written consent. ErowdeS2�1�z7�LVL�sFHeader in Gable_En� C -- I - - -- I Match Existing REV: -- _— EXISTING i NEW Soffit 2x4 Studs 016"oc. BEDROOM I SUNROOM Match Existing Match Exterior Sheathing Siding -co.y R-15 Insulation Match Existing 1 Interior Ceiling M LLij I Heights BlueSkin House Wrap -- - -_ --___ R-30In1ulation — -- - ----- - __ _ -- - Match Existing CDX Subfloor Flurricane Stropping Floor Heightsg -- -�x4 D.Fir Shoe 1 "x7" LVL Floor Joists 16"oc. �/2x6 ACO Sill 4" PC, Slab Pitched to 8" PC. or 8" C.M.U. Foundation 1"N' O RT K E R N ELEVATIONSla Drain - Damp Proofing Dr 'n 20"x 8" Canc. Ftg. Min. 3'-0" Below SCALE: 1/4"= V-0" Final Grade. WORK NOTES: S ECTI ON_ (" A SCALE: 1/4"= 1'-0" 101 1 1.- i Jlll_ LL!-Ll-LL-1 Ll-'-I LI_ LNOT F O R ILL il u� CONSTRUCTION L1L USE UNLESS CERTIFIED BY PROFESSIONAL II lit VIII III 11II II II_ii1l ENGINEER ! i L ---- - �.'.Y...... r1NAL ITP LO -- ----------- PROJECT: Sl" EASTERN ELEVATION A L E`".�E RE CE SCALE: 1/4"= V-0" 0 q 2600 SOUTH HARBOR RD. PROVIDE HURRICANE STRAPPING © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ; S O U T H O L D, NEW YORK IN ACCORDANCE WITH THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �i� �;_ -i uJ a 2020 RESICENTIAI_ CODE J� 1 -i1 iL ! II IJ u_l H J II LJJ�L1 UNDER FEDERAL COPYRIGHT LAW. 111 ! OF NYS. DRAWING TITLE: PLANS MAY NOT BE REPRODUCED WITHOUT LLI WRITTEN AUTHORIZATION. 1LIJJ l- I J l L t a ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF L MOTE: VERIFY ALL DIMENSIONS TO AS NOTED KEHL DESIGN ASSOCIATES, LLC. INSURE FLOORS OF NEW ADDITION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ILLIULLLJ �I ALINE WITH FLOORS IN EXISTI'JG I HN HOUSE. IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN HousE. PROOF OF PURCHASE. I NOTES: LL-I W l THESE PLANTS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 ALL HEADERS ARE TO BE Acceptance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE - (2)1 a"X 9%" LVL ALESS of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OTHERWISE NOTED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ro 1 agencies prior to construction. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 0 1 g UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 00 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NOTE: VERIFY ALL DIMENSIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �N INSURE WALLS OF NEW ADDITION ]SEAL: DATE: ! LINE-UP WITH WALLS IN HOUSE, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 20, 2023 �' ' CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ! �. ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �pF NEyy 1152-2023 e AS PER IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THE 2020 RESIDENTIAL THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE a h� .Z,� �' C�NO ��' BDK a, -- CODES OF TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING * �� �� Oy * CHECKED BY: NEW YORK STATE, ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 41- PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF of Patio - W W p -74 THIS SECTION. s p 1� SHEET NUMBER: To Grade Existing Patio Existing Patio Existing Patio Existing Patio R301.1.1 ALTERNATE PROVISIONS AS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A201 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AN \�tJF ��� •� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WESTERN ELEVATION THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE: 1/4"= 1'-0" 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) (D KEHL-DESIGN"ASSOCIATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) X. FORM NO. 3 ce ve® TOWN OF SOUTHOLD BUILDING DEPARTMENT �o� 6 2023 v SOUTHOLD,N.Y. of pppea�5 NOTICE OF DISAPPROVAL DATE: October 31, 2023 TO: Stalzer, Richard j 2600 S Harbor Rd Southold,NY 11971 Please take notice that your application dated October 18, 2023: For permit to: construct a sunroom addition to an existing single-family dwelling at: Location of property: 2600 South Harbor Road, Southold,NY County Tax Map No. 1000 - Section 75 Block 7 Lot 7_1 Is returned herewith and disapproved on the following grounds: The proposed addition, on this nonconforming 14,399 sq. ft. lot in the AC District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The proposed construction will have a side yard setback of 8.6 feet. J�Z=u o Authorize 'ignature-- Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. f APPLICATION TO THE SOUTHOLD TOWN BOARD O I'E AREA VARIANCE RECEIVED House No.�0O Street �� � l�Jll o`�l Hamlet 1 0 WV11 A 9 n,) , SCTM 1000;Section: 16 Block: - Lot(s) I Lot Size: ®'�„1o�n�e �C p als Rj I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPEC OR- DATED (BASED ON SURVEY/SITE PLAN DATED Owner(s): Mailing Address: Telephone: 1 Fax: Email: go)rahm vplkv-to NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( ) Owner( )Other: Address: Telephone: Fax: Email: Please check to specify who you wish correspondence to be mailed to,from the above names: ( ) Applicant/Owner(s), ( ) Authorized Representative, ( ) Other Name/Address below: WHEREBY; THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 1011 0 3 and DENIED AN APPLICATION DATED FOR: (6 Building Permit ( ) Certificate of Occupancy ( ) Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: i _Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) r �� Article: ?()CI I I Section: Subsection: Type of Aeal. An Appeal is made for: (,4 A' Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( ) has, ( has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 7IVJE- REASONS FOR APPEAL ! r (Please be specific,additional sheets may be used with preparer's,signature notari ed): INOV 0 2023 1. An undesirable change will not be pro uce�Wo� ARACTER1of/th�e neigh�on or.rafti et t PP �;, nearby properties if granted, because: le W 111 /uC ,�( �(JI/1 " K �L 2. The benefit sought by the applicant CANNOT be achieved by ome method feasible for the applicant to pursue,other than an area variance, because: 1 j 6x4y�1 1 -� * 6AL M4 W. v(66 �� i) � 3. The amount of relief requested is not substantial because: (/,� ifAJ �W tA4� AD hW5 - 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: e-hp%&, 44k&z'�-� w4m(t'c '�t f�4 rhtWs 01i jw f vpt�- otvVi ieewrnlw)�-. 5. Plas the alleged difficulty been self created? { } Yes, or {v',,/No Why: • Are there any Covenants or Restrictions concerning this land? {v�No { } Yes (please furnish a copy) • This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing this document, the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive o )year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE C LIAN WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. gnature o Applicant r Authorized Agent Agent must submit wri n Authorization from Owner) Sworn to before me this r Aday CONNIE D.BUNCH of �� � , 20 d3 No. Public,State of New York No.01 BU6185050 Qualified in Suffolk County Notary Public Commission Expires April 14,2 Zoning Board of Appeals ICE 11VE APPLICANT'S PROJECT DESCRIPTION Nov 0 6 2023 i APPLICANT: I SCTM No. BSc lonirig uc��u _�.� 1. For Demolition of Existing Building Areas Please describe areas being removed: A1q I II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: Dimensions of floor above second level: Height(from existing natural grade): __Nb nJ Is basement or lowest floor area being constructed? If yes, please provide height(above ground) measured from natural� existing grade to first floor: A III. Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Nu be of Floors and General Characteristics BEFORE Alterations: 5 �' og M+ Number of Floors and Changes WITH;lte1ations: 1 � 1 IV. Calculations of building areas and lot coverage,sky plane JFrom Surveyor,Design Professional): Existing square footage of buildings on your property: Proposed increase of building coverage: Square footage of your lot: 19 , sc Percentage of coverage'of your lot by wilding area(lot coverage) l l v Gross Floor Area(GFA) of single family dwelling including the attached garage a4or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): For Residential lots, is project within the allowable Sky Plane? (Please refer to Chapter 280, Section 280-208 of the Town Code): V. Purpose of New Construction: / l) VI. Please describe the land contours (flat,slope %, heavily wooded, marsh area, etc.) on your land and kol it re ates t the diff u ty 'n m tin he ode re irement(s): Describe on separate page if needed: kL' a WI i /L/ g v� Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATIO A. Is the subject premise currently listed on the real estate market forsale? Yes 7No NOv a a 202 B. Are t ere any proposals to change or alter land contours? ?'_1�No Yes, please explain on separate sheet. Board of Appv C. 1.) Are there areas that contain sand or wetland grasses? IVU 2.) Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? 4.) If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status of your inquiry or application with the Board of Trustees: If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? Ala If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist, please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? ^10 If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please ist pr sent us or opepatiogg con ucted at your property, and/or the proposed use V> 1 ' (examp-les:11xistin4single family,proposed:sam(with garage,pool or other) Auth rizcd s ana re D to AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD r'r�r WHEN TO USE THIS FORM: This form must be completed by the applicanForny special use permit,site plan approval, use variance, area variance or subdivision approval on proper r 1910-W23 an agricultural district OR within 500 feet of a farm operation located in an ag icultural district. ] All applications requiring an agricultural data statement must be referred to th�Suffolk County�� Department of Plannin4incordance with Section 239m and 239n of the Generallkitn ci#tilfAilLaw. I--1. Name of A licant: ► 3/ 2fpP2. Address of ApplicaC.. 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: 45 C 6. Lo at'ofno/f Prope : (Road_and Tax map Number 2 C1 1N �8 7. Is the parcel within 500 feet of a farm operation? { } Yes { 'No 8. Is this parcel actively farmed? { ) Yes ^No --19—Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Plea a use the bac o tis page if there are additional property owners) 3 Z-� / Sig ature of ApplicarW Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. WN OF SOUTHOLD Filc�coGy� BUILDING DEPARTMENT 1 C2TOWN CLERKS OFFICE r. o r: SOUTHOLD, NY MOV 0� 2023 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES = _ WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48358 Date: 10/3/2022 Permission is hereby.granted to: Stalzer, Richard 2600 S Harbor Rd Southold, NY 11971 To: Construct an addition to an existing single family dwelling as applied for. At premises located at: 2600 S Harbor Rd, Southold SCTM #473889 Sec/Block/Lot# 75.-7-7.1 Pursuant to application dated 8/16/2022 and approved by the Building Inspector. To expire on 4/3/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $260.40 CO -ADDITION TO DWELLING $50.00 Total: $310.40 Building Inspector FORM NO. 4 \ TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector "" ".a Town Hall Southold, N.Y. NOV ® 202 PRE EXISTING p• ' f,��r'�.. � i CERTIFICATE OF OCCUPANCY No: Z- 31183 Date: 09/29/05 THIS CERTIFIES that the building DWELLING Location of Property 2600 SOUTH HARBOR RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 075 Block 0007 Lot 00.001 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a ONE FAMILY DWELLING built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 31183 dated SEPTEMBER 29, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is' ONE FAMILY DWELLING WITH ACCESSORY WOOD FRAME STORAGE SHED* The certificate is issued to JENNIE ELAK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF EEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION REPORT. Author ed ignature Rev. 1/81 BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 2600 SOUTH HARBOR RD SOUT'HOLD SUBDIVISION: MAP NO.: IAT (S) _ MAKE OF OWNER (S): JENNIE ELAK OCCUPANCY: SINGLE FAMILY DWELLING JENNIE ELAK AMITTRD BY: ALEC ELAK ACCCKFANIED BY: SAME XEY AVAILABLE: SUFF. CO. TAY N" NO.: 75.-7-4.1 - SOURCE OF REQUEST: OLSEN & OLSEN, L.L.P. 9/21/05 DATE: 09/29/05 DWELLING: TYPE OF CONSTRUCTION: WOOD FRAME # STORIES: 1.0 # NYITS: 2 FOURDATION: CEMENT BLOCK MOLAR: 3/4 CRAWL SPACE: 1/4 TOTAL ROOMS: 1ST FM.: 6 2ND FM.: 0 3RD FLR.: 0 BATBROOI(S): 1.0 TOILET ROOM(S): 0.0 UTILITY ROOK(S): MUD PORCH TYPE: DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: NONE GARAGE: DOMESTIC HOTHATER: YES TYPE BOATER: PROPANE AIRCONDITIONING: TYPE HEAT: OIL MARK AIR: xx HOTMATER: OTHER- ACCESSORY STRUCTURES: GARAGE, TYPE OF CONST.: STORAGE, TYPE CONST.: WOOD FRAME SMI14ILSG POOL: GUEST, TYPE CONST.: OTHER: VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION BUILDING CODE LOCATION I DESCRIPTION ART. I SEC- I I I l I I I I I I I I I I I l I I RE Gum: INSPRCTBtI BY: r DATE ON INSPECTION: 09/26/05 GARY U. F H TI3O3 START: 9:50 AM END: 10:15 AM r i oo�gUdl��pG� Town of Southold 9/20/2019 o - P.O.Box 1179 x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY '0V ® 2023 'A p�,ll No: 40707 Date: +_9119/20-19 U �j� THIS CERTIFIES that the building OTHER Location of Property: 2600 S Harbor Rd, Southold SCTM#: 473889 Sec/Block/Lot: 75.-7-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2019 pursuant to which Building Permit No. 44086 dated 8/22/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood stove in existing one fgp&dwelling as applied for. The certificate is issued to Bokros,Aaron&Delaney,Alison of the aforesaid building. SUFFOLK COUNT)'DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED At Au o ed i ature i Town of Southold -� LWRP CONSISTENCY ASSESSMENT FORM . NOV 0 2023 A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall-complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making' a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. . A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if ri'ecessary; modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the.Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PRO-P�OJSED ACTION SCTM# The Application has been submitted to(check appropriate response): Town Board Ed Planning Dept. 0 Building Dept. 0 Board of Trustees 0t 1 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken,directly by Town agency(e.g.capital construction, planning activity,agency regulation, land transaction) a (b) Financial assistance(e.g.grant, loan, subsidy) (c) . Permit, approval, license,certification: Nature and extent of action: 4 1 A t f % i I,0/w 0 /7 �(/ , cJN v r1IC �ox �, pe VVIv i ) Location of action: Noo Site acreage: 12 vU v i ci cc Present land use: ,_ B�s u A�«r�r; � 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 provide . y wmg (a) Name of applicant: (b) Mailing address: (c) Telephone number:Area Code( (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No If Yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation ' criteria. ❑Yes ❑ No (Not Applicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. Se LWRP Section III—Policies Pages 3 through 6 for evaluation criteria e ❑ Yes ❑ No (Not Applicable—please explain Attach additional sheets.ifnecessary c�L Policy . Enhance 3 visual quality and protect scenic resources throughout-the-,Tow '. � ;� MRP Section III—Policies Pages 6 through 7 for evaluation criteria },Southold" Town of Southold; See Yes No (Not Applicable— leasee P explain) Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structuresresources Section III—Policies , and natural Pages 8 through 16 for evaluation.criteria ces from flooding and erosion. See LWRp u Yes 0 No � (Not Applicable please ase explain) Attach additional sheeu if necessary Policy 5. Protect and.improve water quality and suppl in the —Policies Pages 16 through 21 for evaluation criteria Y Town of Southold. See LWItP Section III Yes 0 No � (Not Applicable— lease p explain) Attach additional sheets if necessary Policy6 - . Protect and restore the quality and function of the Town of Southold e Significant Coastal Fish'and Wildlife Habitats and wetlands. See LWRP S through 32 for evalua ion criteria. ecosystems including Section III—Policies; Pages 22 Yes No (Not Applicable—please ex lai p n) i i Attach additional sheets if necessary i � LUI_,1 Policy 7. Protect and improve air quality in the Town of S Pages 32 through 34 for evaluation criteria. See Section III—pol• ' `F "� "' outhold. See LWRP Section-III — Policies criteria. Policies Pages; 34 through 38 for evaluation Yes Noo (Not Applicable—please explain Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of substances and wastes. See L Southold from solid waste and hazardous WRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable—please explain) 1 PUBLIC COAST'POI,ICIES Policy 9. Provide for public access to, and recreational use -ands resources of the Town of Southold. See L of, coastal waters criteria. �'RP Section III—Policies; Pages 38 th oughic 146 for evaluation YeEl No (Not Applicable—please explain Attach additional sheets if necessary WORKING COAST POLICIES i I Policy 10. Protect Southold's water-dependent uses and promote siting of new w _ ❑ suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for ater g dependent uses in Yes ❑ No (Not Applicable—please explain) evaluation criteria. °Ov UU L 1 1 I Attach additional sheets if necessary r~ Policy 11. Promote sustainable use of living marine resources in Long Island So Estuary and Town waters. See LWRP Section III—policies; Pages 57 i through 62 for evaluatthe Peconic Yes ❑ No on criteria. Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LW 62 through 65 for evaluation criteria. Section III Policies; Pages Yes ❑ No 14 Not Applicable—please.explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy Section III—Poli cie , Pages 65 through 68 for evaluation criteria. and mineral resources. See LWRP ❑ Yes ❑ No Not Applicable—please explain 617.20 Appendix B Short Environmental Assessment Form �Y Instructions for Completing NOV 2023 4 � Part 1-Project Information. The applicant or project sponsor is responsible for the co 1 pletion-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. i 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,42 Project and S onsor Prm tion_ Name o ActionDr Pro : -�.. Project Location cribe,and attach a location map 26c� 9PY21k9_W4W �0414 Brief Description of Proposed Action: X Su Na (of AL�t orSponsor�a"'' Telephone: l E-Mail: I , f' G A ress: ?&o S44 Vlo6z. o City/PO: State: Zip Code: Y 71 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, ' f/NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? .ILS acres b.Total acreage to be physically disturbed? acres c.TotaI;acreage(project site and any contiguous properties)owned ` or controlled by the applicant or project sponsor? Z7 acres 4. Check all land uses that occur on,adioining and near the proposed action. / ❑Urban ❑Rural(non-agriculture) ❑Industrial C1 Commercial Mf Residential(suburban) ❑ 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? NOV 202 I b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing builtgnnaturaG Ap e- NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 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? P/A c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V/ 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: V/ 11.Will the proposed action connect t6existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain'a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur oyy,or are likely to be found on the project site. Check all that apply: ❑ Shoreline , ❑Forest M Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems runoff and storm drains "<sl If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result i the impoundment of i/1 YES water or other liquids(e.g.retention pond,waste lagoon,dam)? I If Yes,explain purpose and size: � tuv opt' LV 4V 19.Has the site of the proposed action or an adjoining property been the location of an'h&ive or`closed' ' �'� NO YES solid waste management facility? If Yes,describe: fi 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 ATION PROVIDED ABOVE IS TRUE AND ACCURATE T THE BEST OF MY KNOWLEDGLE Applicant/spone: Date: 2 Signature: Pa2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following ``ions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No or Moderate small to large ;: im act impact - ma y may occur occur o r 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or 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 ! P impact impact - P may may _occur occur 10. Will the proposed action result in an increase in the potential fore sion,Hflooding or drainage problems? ' 11. Will the proposed action create a hazard to environmental resourceslor huma6QWltt ?6 2023 I Part 3-Determination of significance. The Lead Agency is responsible for the completion`of_��art,3:` For every' question in Part 2 that was answered moderate to large impact may occur",or•'if there is a deed 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. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date 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) Page 4 of 4 APPLICANT/OWNER 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 inform on which can alert the town of possible conflicts of interest and allow it to take_whataver=action is necessary to avoid same. YOUR NAME • •(Last name,first name,middle initial,unless you are applying in the name of someone else or othiE'enfityJ)guch'hla7 company.If so,indicate the other person's or company's name.) I TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit f/ _ --------- - Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling, parent,or child) have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood, marriage,or business interest."Business interest" means a business,including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. y YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/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 that 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 Submitted ti, A day of ,20?73- Signature Print Name / P� a NOV 0 6 2023 a r q�L F`{ NOVI 6 2023 -Iryr: V, 14 1 t• t� 1 _ '�+:wlllt Ilk AA . •.1'�. by r a � - s !`s�� ► 'iii«t �'f�_ � +.: I � 1 k yyy� t ,I• • 4W dop, f <. • 1 1 ` •• 14" ' • `ate ♦ �. C l - • ry� �f j. �r `. N , Ak AW f I t�, .. 2•V Z +r t � r i V I 4 f 1 1 M � r � - N VA 71 TOWN OF SOUTHOLD PROPERTY RECORD, I1 I � OWNERVILLAGE STREET r`J '' DIST.i ,:._.. � -����--....__ . . LOT Mt(- FORM ER OWNEK' ft L N- E ACR. •tom GE. /I j� ta4� S W TYPE OF BUILDING -i �.P_ l:. FCS-�' Yi1't _ �`A' f(, r r '_ MAIN 09 /0, ( SEAS. VL. FARM I COMM. CB. MICS. Mkt. Value 2023 LAND IMP. TOTAL DATE ! REMARKS go, i. I " ' U j v a 3 v a A 5 ? !E/71 :511"' !A4 - v°-l•10- k- ")_5 17-3 q eW x..? KZ Y 1 L"'le C.",`'` )q165 AGE BUILDING CONDITION �DZQk-Lnoa&jnl) --���S-& NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre to ���lG-1, 13CLt� �� -L��wo�G.,n. t-ra aka\2. ✓ -` '�'c15r0�}. Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD. r Meadowland DEPTH jIs-IQ House Plot Total i DOCK AOR °` TRIMi .r.. -t r� :fit�s -- - _..— „'3=:< :a\w4q�vrvf•'e1+�-S ,•.',3v'a���-r`-ft.L-.?S:W %.U�. �+'._.£.�:``v�.\,1 J "£^ ::•svgs:"Y•'.: 'i1;. +�� .-'� .. -.IK ^..` �v''." -N,.a. ,a.: ,<;,y.• -e•..,6;...:.. f w� <a . ...5,.<.....,-w-��L'°�'..'•�v`n.�r.,;,���,:tt�•� 1��, �%� �3a•�� •< y �".��•�"`�`,� r��c:•^'a� '+ +�5'�;'�;.5� _ � �. 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Walls Uti �- Interior Finish LR, f`� �' Breezeway — Fire Place Neuf ( iDR. Garage Type Roof Rooms 1st Floor BIZ. Patios !Recreation Room Rooms 2nd Floor FIM. B O. B. ,'.•f; w_ :$,Dormer Driveway Tota I ZBA CHECK FEES - 2023 Funding Account, - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 11/1/2023 4690 Mill La LLC 7864 $750.00 118 11/9/2023 11/3/2023 Nassi,Sharon 7865SE $1,500.00 258 11/9/2023 11/6/2023 Stalzer, Richard 7866 $750.00 395 11/9/2023 11/8/2023 Demitrack, Nicholas 7867 $2,250.00 1067 11/9/2023 11/9/2023 Pisani, Edwin 7868SE $1,000.00 1320 11/9/2023 $6,250.00 RECEIVED NOV 1 3 2023 Southold Town'Clerk + )wn of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/14/23 Receipt#: 316137 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7864 $750.00 1 ZBA Application Fees 7866 $750.00 1 ZBA Application Fees 7867 $2,250.00 1 ZBA Application Fees 7865SE $1,500.00 1 ZBA Application Fees 7868SE $1,000.00 Total Paid: $6,250.00 Notes: Payment Type Amount Paid By CK#258 $1,500.00 15105 Oregon Road LLC CK#118 $750.00 4690 Mill Lane LLC CK#1320 $1,000.00 Finnegan, Law P. C. CK#395 $750.00 Richard Stalzer CK#1067 $2,250.00 Steven Affelt AIA Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Maiituck, NY 11952 Clerk ID: JENNIFER Internal ID:7868SE RICHARD STALZER 395 2600 S HARBOR RD 11.8166/3210 SOUTHOLD,NY 1,1971 �,3 401 ,. w DATE PAY TO THE J , -OWAI75 ao OR OF jj �3 �� /. PhlW DOLLARS o PP ite FIRST REPUBLIC BANK '; ' 2.160 Broadway New York,NY 10024 Ph 888408-0288 Customs Cam FoR .t RECEIVED, N OV 1 3 2023 Southold 'Town Clerk TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD,NEW YORK �1 AFFIDAVIT"�✓�1 OF In th atter of the Application of: MAILINGS (Name of Applicant/Owner) ?j OO � �`J & WSCTM No. 1000- -7,5 - '7 --7. I (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I Owner Agent residing atWe-)O New York, -K being duly sworn, deposes and says that: On the '7 -7 day of of c- , 2023, I personally mailed at the United States Post Office in SA oy , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the ap ant's property. ig re) CONNIE D. BUNCH Sworn to before me this Notary Public,State of New York day of ZkCeM , 20o1,:j No. 01BU6185050 Qualified in Suffolk County Awe)cl� Commission Expires April 14, 204L( (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. -78/ _ ■ • 1 l ' • � 1 o oEIPT t,lU •. only CERTIFIED II Rl a Domestic Only /.��.' ..�.o.�th o1��,i.'��l,�f:i ,1971 >. ..s, � i• •fig �: �,^.-� r. '� - - - �. '.� ' ,� ref t� :�Q,. .,,,} w.�,..tl•z .��:. 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A. Signature oe ■ Print your name and address on the reverse X Anent so that we can return the card to you. dressep. ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Dkte of Deliv or on the front if space permits. L j 1. Article Addressed to: D. Is delivery address different from item 17 Yes If YES,enter delivery address below: IJ 6—) 3. Service Type Y ❑Priority Mail Expresso II I ❑Adult Signature ❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted IIIIII IN III 111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII ❑Certified Mail@ Delivery 9590 9402 8180 3030 5623 63 ❑Certified Mail Restricted Delivery 11 Signature Confirmationru ❑Collect on Delivery ❑Signature Confirmation 2. Article Number ransfer from Service!abet O Collect on•Delivery Restricted Delivery, Restricted Delivery ` Insured Mail 2 2:410 •�0 0 01`d15'3 9` 313:5 o Insured Mail'Restri°tea Delivery, (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1/5/24, 1:25 PM USPS.com@-USPS Tracking®Results USPS Tracking® FAQs > Tracking Number: C5 - ;P1 Remove X 70222410000105393104 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before January 12, 2024 or your item will be returned on January 13, 2024. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m Get More Out of USPS Tracking: a USPS Tracking Plus° Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before January 12, 2024 January 3, 2024 G • Notice Left(No Authorized Recipient Available) SOUTHOLD, NY 11971 December 29, 2023, 10:10 am • In Transit to Nezt Facility December 28, 2023 • Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER December 27, 2023, 10:56 pm • Departed Post Office SOUTHOLD, NY 11971 December 27, 2023, 5:11 pm iUSPS in possession of item SOUTHOLD, NY 11971 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000105393104°/a2C 1/2 1/5/24,1:25 PM USPS.comO-USPS Tracking®Results December 27, 2023, 2:30 prn Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking PIusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000105393104%2C 2/2 1/5/24,1:24 PM _l USPS.comO-USPS TrackingO Results_ USPS Tracking(" FAQs > Tracking Number: Remove X 70222410000105393128 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder10 arrange for redelivery of your item before January 12, 2024 or your item will be returned on January 13, 2024. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. Get More Out of USPS Tracking: n USPS Tracking Plus° Delivery Attempt: Action Needed n Reminder to Schedule Redelivery of your item before January 12, 2024 January 3, 2024 ,1 Notice Left(No Authorized Recipient Available) SOUTHOLD, NY. 11971 December 29, 2023, 10:22 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER December 28, 2023, 7:52 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER December 28, 2023, 12:11 am Departed Post,Office SOUTHOLD, NY 11971 December 27, 2023, 5:11 pm USPS in possession of item https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000105393128%2C 1/2 115/24, 1:24 PM USPS.com(g)-USPS Tracking®Results SOUTHOLD, NY 11971 I (-�z A December 27, 2023, 2:28 pm Hide Tracking History ' What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers , Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000105393128%2C 2/2 1 I I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK 5v� AFFIDAVIT OF ZInMatter of theApplication of: POSTING SCTM No. 1000- �5— (Name o Applicants) (Section, Block & Lot) COUNTY OF SUFFOLK ATE OF NEW YORK residing at 200 '�� 1" New York, being duly sworn, depose and say that: I am the (0 Owner or( ) Agent for owner of the subject property On the 2`1 day of �� � �L , 20 -3, I personally placed the Town's Official Poster on subject property located at: 60 C) _��l indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance)facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject I ring dat w ich hearing date was shown to be f Owner Agent ignature) Sw"Public)- 4] Day of_ ��'0 , 203 10m E. Fuentes Notary Public,State of New York (NQualified In Suffolk County LIC.#01FU4811709 * Co ml I le to asserb near the entrance or driveway entrap P Y • / 1 SENDER:COMPLETE THISSEG"ION C;Or4PLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,aP4q WITeceived .. .�� w�.,... .-.nhA ❑Agent■ Print your name and addressontie reverseso that we can return the card to you. ❑Addressee■ Attach this card to the back of the mailpiece, by(Printed Name) C. Date of Delivery ; j or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 13 Yes I ti If YES,enter delivery address below: ❑No I /\jy i I i I � 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MalITM II I IIIIII I'll III I II II ll I III III I IIIIII IN II III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mai10 Delivery , I 9590 9402 8180 3030 5623 32 ❑Certified Mail Restricted Delivery ❑Signature Confirmation'" ❑Collect on Delivery ❑Signature Confirmation 0. .n.+t„to M„nhor rTmnefar from corvine label) _ ❑Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail .7022 2 410 0001 0539 3111 ❑Insured Mail Restricted Delivery y _ (over$500) I PS Form'3811,July 2020 PSk7530 02=000-9053 — Domestic Return Receipt � r , ' IIVJJ At ', .. i. • r' v NOTICE OF I a I.In .In of NaMc STAI.T_6k Rl +ia. 3rTM c: 1000.75-7.7..1 � vn Ninnc c'YARD SETOACK '�c�ucx Tf CON"uTIRUCT Aa Il,. ACtil TION TQ 1 y.r.. ,i, ,', •.. 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J. 2 . . ` ���"/���\� ; ; � < ^ � ~\ 8�bcd7-559c-4fb1-9e9e-fd6ff808883c l(imf@southoldtownny.gov .gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 4,2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold,the following"IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY, JANUARY 4,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a linkto the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-NORTH FORK PROJECT, LLC#7859-Request for a Variance from Article XXIII,Section 280- 121;and the Building Inspector's August 15, 2023,Amended October 4,2023 Notice of Disapproval based on an application for a permit to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned habitable space with storage;at 1) proposed use as conditioned, habitable space is not permitted;located at 5670 West Mill Road,(Adj.to Mattituck Creek) Mattituck, NY. SCTM No. 1000-106-6-4.1. 10:10 A.M.-TRACY HELLER AND MATTHEW GLASSMAN#7863-Request for a Variance from Article XXII, Section 280-116A(1);and the Building Inspector's September 25,2023,Notice of Disapproval based on an application for a permit to construct a dormer addition to an existing single family dwelling;at 1) located less than the minimum code required 100 feet from the top of the bluff; located at 4995 Nassau Point Road, (adj.to Little Peconic Bay)Cutchogue,NY.SCTM No. 1000-111-9-11. 10:20 A.M.-BRUCE KIM #7860SE-Applicant requests a Special Exception under Article III,Section 280- 136(13). The Applicant is owner.of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:300 Birch Road,Southold, NY.SCTM#1000-54-9-18.1. 10:20 A.M.- BRUCE KIM#7860SE-Request for Variances from Article XXIII Code Section 280-123 and the Building Inspector's December 8,2023 Notice of Disapproval based on an application for building permit to construct an addition to an existing accessory structure at; 1)a nonconforming building containing a nonconforming use shall not be enlarged, reconstructed,structurally altered or moved,unless such building is changed to a conforming use, located at:300 Birch Road,Southold,NY.SCTM#1000-54-9-18.1. SOUTHOLD TOWN BD OF APPLS 2 1 _ 8ab2ccd7-559c-4fb1-9e9e-fd6ff808883c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times 10:30 A.M.—EDWIN J. PISANI#7868SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:7180 Peconic Bay Boulevard,Laurel,NY. SCTM#1000-126-11-9.1. 10:40 A.M.-SEAN AND CATHARINE NORRIS #7861SE—The applicants request a Special Exception under Article III Section 280-13B(14).The Applicants are the owners requesting authorization to establish an Accessory Bed and Breakfast, accessory and incidental to the residential occupancy in this single-family dwelling,with one(1) bedroom for lodging and serving of breakfast to the B&B casual,transient roomers. Located at:30325 Main Road,Cutchogue, NY.SCTM#1000-102-2-18. 10:50 A.M.-ANDREA TESE/800 JACKSON STREET, LLC#7862SE—The applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant Is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:800 Jackson Street, (Adj.to the Great Peconic Bay)New Suffolk,NY,SCTM#1000-117-10-5. 11:00 A.M.-SHARON NASSI/15105 OREGON ROAD,LLC#7865SE=The applicants request a Special Exception under Article III Section 280-13B(14).The Applicant is the owner requesting authorization to establish an Accessory Bed and Breakfast,accessory and incidental to the residential occupancy in this single-family dwelling,with five(5)bedrooms for lodging and serving of breakfast to the Bed&Breakfast casual,transient roomers. Located at:15105 Oregon Road,Cutchogue,NY.SCTM#1000-73-1-1. 11:10 A.M.-SHARON NASSI/15105 OREGON ROAD,LLC#7870—Request for a Variance from Article XXII, Section 280-105C(3);and the Building Inspector's October 4,2023,Notice of Disapproval based on an application for a permit to legalize an'as built'deer fence;at 1) located in the front yard is not permitted; located at 15105 Oregon Road,Cutchogue, NY.SCTM No. 1000-73-1-1 1:00 P.M.-4690 MILL LANE, LLC/BERT#7864—Request for a Variance from Article III,Section 280-14; and the Building Inspector's August 17,2023, Notice of Disapproval based on an application for a permit to construct addition and alterations to an existing single family dwelling;at 1) located less than the code required minimum front yard setback of 60 feet;located at 4690 Mill Lane,Mattituck,NY.SCTM No. 1000- 100-4-2.1. 1:10 P.M.-RICHARD STALZER#7866—Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's October 31, 2023, Notice of Disapproval based on an application for a permit to construct a sunroom addition to an existing single family dwelling;at 1)located less than the code required minimum side yard setback of 10 feet;located at 2600 South Harbor Road,Southold, NY.SCTM No. 1000- 75-7-7.1. 1:20 P.M.-NICHOLAS DEMITRACK#7867—Request for Variances from Article XXIII,Section 280-124; Article XXXVI,Section 280-207;and the Building Inspector's November 8,2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet;2) located less than the code SOUTHOLD TOWN BD OF APPLS 3 8a b2ccd7-559c-4fb 1-9e9e-fd 08088 83c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times required minimum rear yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; located at 1255 East Gillette Drive, East Marion, NY.SCTM No. 1000-38-4-20. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/we blinl</Browse.aspx?d bid=0. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: December 21,2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E. Fuentes 54375 Main Road (Office Location) P.O. Box 1179,Southold, NY 11971 SOUTHOLD TOWN BD OF APPLS 4 8a b2ccd7-559c-4fb 1-9e9e-fd 0808883c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County,New York. I certify that the public notice,a printed copy of which Is attached hereto, was printed and published in this newspaper on the following dates: December 28,2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county,and as such, is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 29 day of December 2023 otary Signatur O, STATE i OF NEW YORK' i NOTARY� Notary Public Stamp %• ��QOep,RE6398443Gal In Albany unty, IV gs ` a . zONt EXPo5``�� SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS rjF SOU Southold Town Hall Leslie Kanes Weisman, Chairperson O�� ry�l 53095 Main Road•P.O. Box 1179 Patricia Acampora p Southold,NY 11971-0959 Eric Dantestt Office Location: Robert Lehnert,Jr. N ,c Town Annex/First Floor Nicholas Planamento a� 54375 Main Road(at Youngs Avenue) COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 4, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. JANUARY 4, 2024: 1:10 P.M. - RICHARD STALZER #7866 — Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's October 31, 2023, Notice of Disapproval based on an application for a permit to construct a sunroom addition to an existing single family dwelling; at 1) located less than the code required minimum side yard property line setback of 10 feet; located at 2600 South Harbor Road, Southold, NY. SCTM No. 1000-75-7-7.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/webiink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: December 21, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 : P.O.Box 1179 Southold, New York 11971-0959 Fax(631) 765-9064 Y 1` 4 _ ZONING BOARD OF APPEALS DATE: December 4, 2023 RE: INSTRUCTIONS FOR PUBLIC HEARING ' Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the January 4, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA,public hearing which includes: 'PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than December 27, 2023. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned-to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by December 27, 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. :r 1 ` Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by USPS Certified Mail, ReturnR p the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by December 18,2023. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kim&southoldtownny.gov or elizabeth.sakarellos(cr�,town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https•//southoldtownny.gov/DocumentCenterNiew/9694/TentativeRo112023 IMPORTANT INSTRUCTIONS:T �~ Scan and email the USPS mailing receipts, green signature cards and affidavits to 1kimM,south6ldtownny.aov, and ** PROMPTLY USPSMAIL** the ORIGINALS to jthe Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records ,WN OF1 f YORK ffi�e ` St_a••: Q Gocenuneni Srrviccs isitiuq Huw Do 1... t All y d. i �t r •.t• •;TofvuRecurds` Form's`'' =rsy-' .ho ,M�•. "'Ma s;`�5:%�" - `en'tL1s•i ''..,:.�:,:Toeii"Coi1e` ''Onitn Papm, �.,. -�} %ice 5'•nu'ta en'c_iie'- ✓:' nuttt'•`:'•%'; •, - - 'Eaiilr psv-y^au-fiiilti :.V,:e itt%L acrfichc-„,-•:Forins/.ippf£cijions,' .:_M.:J'_�w./�:.:.f.::<, rui36rniinn•"_t..-:,�.,...•4:..i.:__e_.._._c..n•.'."�i.:,_iw�::w.-.t.;.la_ '_%;�:,,.::,:.rl..�,;nritinn.��...��r...,..._ Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLink a •.ry neoLv. -moo +X. r_ HCme Browse ieaf;Jl TmrOfSoudlold TownOfSouthold Name Page..nt Temotate name ,';Town Clerk ' 2 Entfyptope.es % -'.Town Historian Path ,Trustees .r.*O'3r-uitvsld v Zoning Board of npP^.!s 28n1 Creation date z,-1201-1 1:a2:41s:+ Pap pct= 9:,,ta 29 Entries Last modified J MFeladata :�J"tK4ilata Ji`t�."K:7 Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserflche WebLlnk M•,•v •s;n:. e. >pcu: >,gn,,,< Home Browse Search io,ngr,oumom-Zoning Board of Appeals(ZBAI Zoning Board ofAppeals Name Page count rm�platename .... . . . .. . .. _.... . (ZBA) Alphabetical Index 2 Entry Properties ._:89ard Action' Laserfiche Search Guides path Meeting Schedules i C,41'r�?:OUihf ld'.�Gitl't$BC.31. of Aptleais(Z114J ,M!nutes7Agendasn-egal nloticesiHeanng; Creation date i'!P-dmg LtO;,N,121 P s5P 1 fleparrs Last modified •A Special Event Pe"As 5/232017k!:0<'^»AM Tralmng Reri-emenK ZBA nffld- 2 Metadata ZBA Polices No:ner,nMt!XAIRW,4 d,Exceptions Lirt Cotle 2SP AOC 13) ' luriwicdon Listing ZBA cool,of Mapped 1977 Existing Lots t 89 ocMurrh R<suhs :oMnmtUNpap_tmmRl'tes2� U Bulk 5<hetlu'es 5 Agreements,Contracts 8 Leases ---_ page I of 1 1.1 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserflche WehLlnk • M::w..�s. _p •eu.t an:ut Home Browse Search Or sppeal;l=BAI-Board Ataons c 1 Board Actions Name Page count Template name '.957-1979 FT1lry pt opertcrz 1950-1999 Path -2000 Tuc!'�pl_CJ:%^IG17_u%*.g e'.C..rd 1t';t,:r, 2001 Creation date 2002 2003 Last modified --21304 3128-CL !,L6:07 r..,• ::2001 Metadata _:2130 200: 2008 2009 _.._.._._..._._...._.� 2010 &Results � MNpap-:mmNUsr:2; "201' :012 2dt3 2dtA 201; 2016 2017 ._Fending .. .,. .. .... -w n<aRnane.m.fia!:nw P"rmm=Uac•_ 0=-„1„f y .. _.__. Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 ranrr. Nclo—' 361 wart ANcns Path p.fi44% as —o Actions j c'eallon&" •m! spare ANana 7012 is Boara Arnow aYtnmree V 1015 9a aoard Amon .16 I-n,--ej 1. P;017 W a—d .,a 55 Bard ANam 8—d Kuoes -o se God ANens —d Knorr __ 75 2emtl Ktlons mzt IUN >3 —d Amens -5 De .26 I3 Beard KLcm "rota as —o Kcm Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink Home Browse search 0',tc,"m S,-di p.rrosulrs ov: Relevance 7016 33 Qagelsl - Freed—e So—'Ac'jons -he..fi,,d Pagecounc:83 Template name:Board Ac'Ions Reset l ge 1...:Colin and Kn-te,Cashel�RO-ERTY LOCATION:152 Lower Shn.-I.'ill.caner- aago.1 19,2017 v7016.Cashel SCTNI No.1000-9-1-26 mini—approval to remo �-e,..y 19,2017 37016.C.shal SCT.M No.100F9--1-26 GRANT.the varian—as... Search rerms ge S COLIN&KRISTEN CASHEL SECTION 009 BLOC alp?O Thomas Arlgrer(Cashoi),PO 3ox 342 Fish—Island NY... Show more information 7018 Board-Ctlo--Sbpagcls; Page count:56 Template name:Board Arsons dage.13 93 A. 0 ,M,COUVariances N CASHEL AND Vaances under Ancle id,Seaion ANN l;i,43 _ce(s)KRISTEN CASHEL,l,7016 Recuest proposed velhs located r,other Ina z Show more information.. Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. Laserfiche Instructions ZBA Files Page 4 LasefflcheWebLink f`y'f'`n1'n "1f' It-A Home Browse Search TOMIOfSoWhrad Zon,ng dnard of APt"a(s(2BA)>MinuteVAgendaNtegal NollceslHearmgs Minu tes/Agendas/Legal Name Page count Template name Notices/Hearings 1957.1979 R EntryPropertie5 ^,1930-1999 20GO-20W Path TOT11'1QrSau&h0�cr,.Zoniml Board -,20l0 Appc ars _,2011 {ZBA11k17nUt�J;\gendas:ega! -";2012 J11CC Vi1P.e:Ylnya - Creation date „i 2013 a':112711::S7;G0 P\'I `^-2014 Last modified 2015 12116;201 S_:15::a'M 2016 Metadara 'I 2017. NO m?,data a:_:tined Page'Of 1 11 Enh Above:Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche WebLink o My Wehtmk lelp Aoo„t Home Browse Search TownCfSoumold.Zor1r;Board Of APDL&i2BA1 A71m..tes'ggendas;Legal Notices%Hearings>2017 2017 Name Page_count Template name .. ZBA-01105;2017 .. Entry Properties Z3A-0114512017 Ag=nda -+ Path ZBA-01105.12017 Heanng 40 ..wnCrSGur"Im Z;rinc Board or•;�Oeals Z3.A-01;05^017!N 3 ZBA-01/792017 2 `It t:r.�y'Hrdnr>;51201 ZBA-01119!2017 Agenda Creation date '-'6:2!.'16 2!.e 1 VM ZZSA-021022017 7 Last modified -,ZBA-02;022017 Agenda a 11112,01_7-4 S 3:4 0P t Z5.4-0 210212 01 7 Heanng 45 Metadata Z54-02102!2017-N 3 ZBA-02i1612017 Agenda NG me[adata��,W,retl ZRA-02/1620175Dena1 3 _<dure&Rooks ZaA-03102!2017 7 muh'aWpap-smearu-2 ZB.A-03;022017 Agenda a --- — -_— Z9A-03102!2017 Hearing 65 ZBA-03%02'2017 LN 3 Z3A.03;16,'2017 Agenda 3 Z9A-0311613017 Speoal 3 Z9A-04106/2017 5 J Z3A-04/062017 Agenda 4 ZBA-Od;06!20174earing 45 \ 1 Above: Agendas, Minutes and Transcripts are in chronological order. i4uTikAo uF I:ARli4u The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095, Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpo.//southoldtownny.gov/calendar.aspx NAME STALZER, RICHARD # 7866 SCT # : 1 000-75-7-7 . 1 VARIANCE: YARD SETBACK REQUEST: CONSTRUCT A SUN ROOM ADDITION TO EXISTING SINGLE FAMILY DWELLING , DAT E THURS. , JAN . 4, 2024 1 : 1 0 PoMm You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �`�®� S®Vr�,® P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 ® �O http://southoldtownny.gov C®UNlyl,� ZONING BOARD OF APPEALS Town of Southold January 24, 2024 Richard Stalzer 2600 South Harbor Road Southold, NY 11971 RE: ZBA Appeal #7866 2600 South Harbor Road, Southold SCTM No. 1000-75-7-7.1 Dear Mr. Stalzer; Transmitted for your records is a copy of the Board's January 18, 2024, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincerely Kim . Fuentes Board Assistant Encl. cc: Building Department N 325.662 `' ' CHURCH OF THE) WO gid' OPEN DOOR 1p 1��. ,p.'''tt t``ti�.�6"�j0'�""�OP\,'�.. •\g \pS0��P oH���M��l'`'=1:�',- ; '��-"•' +Z+�i to I P o 22.2 t\ 273A(c) '•\ .w..% ,',.tilP✓20,, ,\ SOUTHOLD '\ 1.5 L�`? 7`„c FIRE DIST.: ! 97 S', ' IMMOFSOUrHOLD 't 28.0A \\ ,uL$ OEVELOPMEM RIGHTS) \\ (LOUNTYOFSUFFO 7.7 LK 7.7t DEVELOPMENTRIGHT)15.4A lk -NTYOF SUFFOLK -OPMENT RIGHTS) \ \\ -' 0 \ - Alb �- 7.4 pPi' ` FOR PCL.NO. '1 j' FOR PCL.NO. goo i SEE SEC.NO. / SEE SEC. , \'9 006-06.031.308 603-001 LINE — — am -z — —L— I� t\ MATCH / l Lr' \ SEE SEC NO.086 _ / SEE SEC.NO.086 / f('• N1000 ..1.NOTICE K t0°6 1006 1000- No. SECTION NO. COUNTY OF SUFFOLK © E m .---� .__ Real Property Tax Service Agency MAI A NTENWCE•N_TERATION.SALE OR Y °m°Q6 w E DISTRIBUTION OF MY PORTION OF THE M ; oos o0 TOWN OF SOUTHOLD 075 300 C-1,,D-,,.Rd,rhead,AY 11901 SUFFOLK COUNTY TAX MPP IS PROH6rTED A 200 Iro 0 200 1. WmROUT WRffTT3J PEMISSION OF TIE p ' Fcet S REAL PROPERTY TAX SEIWCE PGENLY 1 'm 1m''�0 NILLUGE OF TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 c Telephone (631) 765-1802 Fax (631) 765-9502 https•//,A N vw.sotathoidtow nv.gov Date Received ��,.{S'® _ _ �/�(yj) FOR ` {� F,I. ���sss �P �li����f;,y�[�[py�N � C E O V E ���<.$�� ��tvi�e'l� L• �'.-s^'li��n �t�c��L. ������ E t�?6 2 C T'f'1'���' For Office Use Only OCT 1 -8 ,2023 a. PERMIT N0.. _ Building Inspector:_ 0'iH' ent Applications and forms'must be filled out in their entirety.Incomplete own"of'Southold applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: R s : SCTM: # 1000- '7 5 7 _ Project Address: 2GOc' - Sclllj Ito f-�s1J 11 , t `� " Email: Phone#: 1 -- Z,!C) — 'j f.5 Mailing Address: CONTACT PERSON: Name: I ! C--1� Mailing Address: z Phone#: 9 (7 — 2 5) — C/S 3 Email: DESIGN PROFESSIONAL INFORMATION: Name: (� Ede_ �E-Sk Ni Sso Mailing Address: LJ\4 C; y 1+0 017 7 1 Phone#: �_ � `i 33 ""Cl0S y Email: .SS_,,j � C T 0d1-;L CONTRACTOR INFORMATION: Name: i a r Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure %Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes jgNo Will excess fill be removed from premises? ❑Yes ONO 1 P. PROPERTY INFORMATION•; " Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. .❑ Check-Box After Reading:_.'The owner%ontfador/desigROrofessional is responsible-for ali'drainage and storm water'issues as provided by - -Chapter 236 of the Town Code. APPWCATION,It HEREBY MADE to the:Building Department fol the issuarice'of a Buflding Permit-pursuant to the Building Zone-, Ordinance of the Town of Southold',Suffolk,County;New,York'and other applicable'La*s,Ordinances oritegulations,for,the construction of buildings, 'additions;alteration's or-for,removal or demolition as herein described.The applicant-agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorised inspectors on premises and in building(s)for necessary.inspections.False statements.made herein are, ' punishable as,a Glass.A misdemeanor pursuarrt'toSection 210.45 of theNew•York State l?enal law:,;;['.;;`, f Submitted B i t nam �" // ❑Authorized Agent ❑Owner ApplicationY� ); 11�v� J�TIl Signature of Applicant: Date: �1 I Z N CONNIE D. BUNCH Notary Public,State of New Yo k STATE OF NEW YORK) No. 01 BU 6185050 SS: Qualified in Suffolk County Commission Expires April 14,2� COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Age nt,.Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this d ay of G�1 , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 GENERAL NOTES: ,;; ,: : .,,,,, -; ; -: '`�, T R A C TSAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CiD %: General Notes: �, 0 R N 0 T E S ,:/TJ bLD_ OU--B3 B 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF �- , - Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, %' #Larch be SPF t d t All 1. sus o 2 or better, and all other structural wood to be Douglas Fir 2 or better. GENERAL NOTES: # g / � 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA CODE OF NEW YORK:, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential a commercial design e consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX1675 phone: (6311 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. ' Southold,New York 11971 E-Mail: ssbn654@optonlne.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC o formedy D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBFb 825 PSIING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8' Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E Fv = 1 ,900,000 2 PSI PSI 9. F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATESLLCNOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. , . B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WCRKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE :WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N®T FOil p GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 202C RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY (�� I 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 p A A OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE CERTIFIED® BY TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENINS PROTECTION FOR WINDBORNE DEBRIS SHALL MEET (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN 25. RESIDENTIAL OCCUPANCY OR USE LIVE ( ) ( ) ENGINEER ONE - AND - 1W0 FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301,2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 1 ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 4o STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH ti PLANE TO THE AVERAGE HEIGHT of R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 3oYa INCH DIAMETER AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE HIGHEST ROOF SURFACE 3 STORY LWITH 2 W- = 13'-2J" AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 1s 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ST ALZER AS PER CHAPTER SOF THE STAIRS 40c INCH EMBEDMENT LENGTH 2020 BUILDING CODE OF NEW YORK THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.44E N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V It and a 45-foot mean roof height. � � 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 TOTAL HEIGHT FROM RIDGE TO GRADE 18'-0 " ( ) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge cf the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 2600 SOUTH HARBOR RIS. LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shill be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 SOUTHOLD NEW YORK ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NO PINE ##2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING 1 N LE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENE RAL N OTE S AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 182 sq.ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated cs "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 182 sq. ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BYCOMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL W110SC SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC sLABd CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACEC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGCb,e R-VALUE R-VALUE1 R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNV.NOViN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTHAUGUST 20, 2023 a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(0) NA NOT LESS THAN 30 INCHES R-volue specified in the table. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. �_. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column aFplies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �> r�r1 1152-2023 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN PAF- Y,'t DRAWN BY: SCREENED PORCHES NA C. 10/13 " means R-10 continuous insulation on the interior or exterior Df the home or R-13 cavity insulation at the 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. � J. C`'� f'=• BDK interior of the basement wall. C3 ���� �N�•. suNRooM NA PLANS MAY NOT BE REPRODUCED WITHOUT n- - 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD * �'� �; CHECKED BY: NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. MEMBER DEPTH. "15/19" «-•' " interior of the basement wall. shall be permitted to be met with R-13 cavity insulation on the interior of the fc. •� V; COVERED PORCHES NA p y ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous jvt `. EET NUMBER: COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulaticn at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC, ,,.. POOL HOUSEZ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in additon to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN C/, v;�1 bb4 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PROOF OF PURCHASE. C11, U, c G 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of local governing agencies, such as Suffolk Count Dept. Dog NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing nit less than an R-value of R-19. g 9 9 Y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation Of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. © KEIII°DESIGN°ASSOCIATES, LLc insulation is on the interior of the mass wall. l SIMPSON STRONG- TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS DOUG–FIR LARCH SO. PINE UPLIFT MTS20 LTS20 SIDE OF TRUSS. PROVIDE (1) HGA10KT ON 1.2 ALLOWABLE LOADS LOAD SIDE OF CEILING JOIST FASTENERS o f LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT (133/160) 8dxl 3" CODE 8d NAILS oo NO. TO TO lu AVG F1 NAILS 'EF. INTO TRUSS. RAFTERS/ ULT. F2 o TRUSS PLATES STUDS (133) (160) (133& 16n) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE–UP WASHER vu H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — — 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES I,*-LHL DESIGN ASSOCIATES LLC residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 — — 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOo ART "x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS PO.Box 1675 phone: 16311433-9084 MODEL GA _ AVG 2 Southold,New York 11971 E-Mail: ssbn654@optonline.ret NO. MAX. CLEAF ULT. LFTA LFTA REF. oho 0 WIDTHSPAN L QTY DIA 1 2" 2�" 3" 3j" 14" 2" 21" 3" 31" rLL� EIGHT 8d NAILS 1205 — INTO SP4 -------Kehl Design-Associates,LLC o formerly D A K Associntes,LLC LFTA 16 17" 16 Od 4200 1400 5, 44, 8]5 STUD 214" 38J –10d I I OWNERSHIP & USE OF DOCUMENTS: 2 DOUG–FIR LARCH / SO. PINE 0o FASTENERS ALLOWABLE UPLIFT LOADS3 0 These drawings and specifications including the MODEL L AVG 10d lad x 11" CODE 0. ideas, design and arrangements represented NO. lod 10d X 1 ULT. (133 / 160) (133) (160) REF. LFTA LSTA21 00 therein, are the property of KEHL DESIGN 0 ASSOCIATES, LLC. No part thereof shall be 0o Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 oa HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 ,000 3, 41, 128 10. �0 DETAIL "K11 they have been prepared without written consent. ARTJ-xl2 0 V" LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41oo 5,, TA AR Ti-xl 2 CNW COUPLER 0 STU OUPLER NUT DETAIL "E" DOUG–FIR–LARCH/ Equal number of �SIMPSON SO. PINE CODE specified nails in -J TAKE—UP WASHER TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL NEC– OF LOAD NO, TION FLOOR ROOF (1331 each end (100) (125) 160) Simpson Strong—Tie G 515 645 670 CS16 ART5"x12 LTP4 5 1 515 645 670 6, 39, 97 DETAIL "H11 H 515 645 6701 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ-xl 2 STUD DEFLECTION DEFLECTION CODE o o MODEL MACHI AVG LENGTH OF BOLT 2.3 AT HIGHEST BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE AT HIGHEST REF. o..o NO. ALLOWABLE NE DESIGN 0 GA HB SID W H B so CL DIA'.8 — DESIGN LOAD DES 00 2" 1 21" 1 3 11 34" 1 5�" LOAD WHEENSILRIAISED OFF 0 GA QTY[DIA 1 H PLATE 0 0 HD2A 16 4,J" 23" 2J" 8" 2 2 12,150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 1 1�, I , I I I I I I I I 1 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. 2 OF SP CODE (16 0)' REF. SP4 3 7J" 6-10d . 11 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL CA FLOOR REF. NO. w L NAILS (100) (13.3) (160) WORK NOIES: d 905 1205 1295 7, 40, 9000 LSTA21 20 11.4 1 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOOR REF. NO. W L NAILS 1 (100) (1,33) (160) Simpson Strong—Tie 'STU MSTA24 18 11" 74-- 1025 1370 1640 7, 40, 90-1 MODEL TOTAL 4 FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46SIMPSON NO T F 0 R NO. L END (TOTAL / 160)2 SPACING REF. HD2A TAKE—UP WASHER (LENGTH L GA CUT LENGTH (1 00) (133 oc. OF ROLL) I (IN A ROW) — NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong–Tie CONSTRUCTIO114 CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS IDN. DOUG–FIR _�RCH/SO. P14F AIIOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS NO. GA HEAIDER�H AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 7_3�1 6 ULT. REF. W H 6 3d JOISTS DETAIL 711 LUS46 18 3A" 4J" 2 - d (133)(160) 10d I 16d 10d 16d 10d 116d ALL LIABILITIES ON THE CONTRACTOR. CIN W— CERTIFIED BY A HUS210-2 14 3A" 9�" 2 1 4-16dl 4–i6d 607 1140 11160 —11000 — 1150 1250 71 40, 127 DETAIL COUPLER NUT 18-16dl 8-16d 6076 1751L2105 —1 1650 — 1900 1—1 2065 11 36, 84, 122J'xl 2 PROFESS IONAL ART DOUG–FIR LARCH/SO. PIN E ALLOWABLE LOADS STU 5,, — V MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE (133/160) REE. 8 SIMPSON ENGINEER AG NO. CA TO RAFTERS T PLATES TO STUDS ULT. (133) TO 6 0) F F2 TAKE—UP WASHER HGA10KT 14 4–SIDSI"0�1 4–SDS "x3" 1523 435 1 435 1165 940 160 :1 TUSE USE Ad NS MINAIMILUM THIOF MTS16 MTS 16 S P 4 S SIDE OF TRUSS. HD2A COUPCNW– LER NUT TOTAL FOUR SE SP A 8d NAILS TWO 8MINIMUM OF d NAILS THIS SIDE OF TRUSSSTU '– INTO TRUSS. . o LSTA21 SIMPSON ANCHOR BOLTS oo 000 SIMPSON TOTAL FOUR oo TAKE–UP WASHER 8d NAILS Strong—Tie INTO TRUSS. LSTA21 HUS210-2 TLER o RESIDENCE TWO o o F, 8 TO AILS < LJITI IV PLATES EIGHT__1 TWO 8d NAILS 8d NAILS INTO INTO STUD Simpson Strong–Tie PLATES '0� DETAIL "All H7 EIGHT 2600 SOUTH HARBOR RD. DETAIL IN8d NAILS TO DETAIL I'D" DETAIL 1111511 STUD Simpson Strong–Tie H7 SOUTHOLD, NEW YORK Simpson Strong—Tie LFTA LFTA BP ROD SYSTEM DETAIL 1111 LF TADRAWING TITLE: 000, Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 ROOF AREA = 176 SQ/ft LTP4 V A x R x c LTP4 DETAIL licit A 176 sq/ft R = 2" RAINFALL = .17 ft Simpson Strong—Tie C COEFF. = 1.0 Floor—to—Floor ConnectionsNOTES: V = 176 x 1 x .166667 = 29 C.F. THESE PLANS ARE AN INSTRUMENT OF T}I[ SERVICE AND ARE THE PROPERTY OF THE LTP4 LTP4 DETAIL "B" Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie '-I� 29 42.25 VERTICAL FT. / FT = .6 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE Floor—to--Floor ConnectionsDESIGN PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE 8' DIA. POOL l'-O" DEEP = 1 V.F. UNFORESEEN FIELD CONDITIONS AND CR ADDITIONS BASED UPON COMMENTS NOT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 29 22.3 VERTICAL FT. / FT = 1.3 V.F. SEAL: DATE: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, USE 6' DIA. POOL 2' DEEP = 2 V.F. AUGUST 20, 2023 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS _PROJECT NO: NO SUBSTITUTIONS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1152-2023 All framing hardware shown on these plans, IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 0 unless otherwise indicated, is Simpson Strong—Tie, TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING HOUSE AND/OR LEADERS TO BE PIPED TO A C 0,�, �P, BDK No substitutions are approved or authorized. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH (i to CHECKED BY: Due to the relationships of framing hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF the other components of the structure, any framing POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC THIS SECTION. SHEET NUMHEH: hardware substitutions will render these plans SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). it .1.1 null and void, and will result in the installer contractor AS R301AN ALTERNATE PROVISIONS ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING assuming responsibility for the design and STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREAG2 performance of the entire system. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF WHERE TRAFFIC IS TO BE PRESENT. NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBEk: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL ONE—AND TWO FAMILY DWELLINGS (AISI—S230) BE DIVERTED TO EACH POOL. 0 KEHL-DESIGN-ASSOCIATES, ULC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I KEHL DESIGN ASSOCIATES LLC residential & commercial design e consulting P0.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net # Kehl Design Associates,LLC e formerly D A K Associates,LLC A OWNERSHIP & USE OF DOCUMENTS: 1 1 � y These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. R EV: EX CL EXISTING EXISTING EXISTING EXISTING BEDROOM CRAWL SPACE o BASEMENT o BASEMENT o EXISTING 02 C!2 C2 LIVING ROOM N N N Provide 24"z 8" Access and -11Ya" -Ily, -11y6 5'-1tY6" -1ly6' -1116' EXISTING Ventilation Openings (Max. Spon 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') FE _ _ - BEDROOM EXISTING 8° PC. Foundation , I ¢g BATH s_______________________________-- or _ ® ® _ ___ WORK NOTES: 8"CMU. Foundation 4" PC. Slab _ N.-„ O•O O Pitched to N N¢ N NEW Drain EXISTING EXISTING N SUNROOM NEW y BASEMENT BASEMENT o o CRAWL SPACEN N � , , o _� _ _ Line of Ridge Above _ _ _ Slab Drain o o Q N ihl EXISTING DINING N IIi EXISTING OT F O R N N ROOM 24"x8" PC Footing° 4" PC. Slob Q a N N I yl = Pitched to o with 5 '>Reber Drain I I `x o o Equally Spaced L.W. Note: Provide Access to o¢ i NI KITCHEN p Crawl Space with h< CONSTRUCTION and #5 Reber 2'oc S.W. p — 8" PC. Faaundotion o O 143"X51" 3�" 13 -82 USE UNLESS y; S 2x8 ACQ Jacks 2 1�"x5" LVL Hdr �� d N 7077/// 8"CMU. Foundation °cp � - - (2) 1�"z74° LVL Header Iv CERTIFIED BY A L_ — — — — _- — — — _ — — _ — — _ — - — 200 Series 31, 200 Series 3" 200 Series EXISTING PROFESSIONAL Andersen Andersen1Andersen 4'-0" 2440H2849 SM. 244DH2849 SM• 244DH2849 SHELVING EXISTING AREA ENGINEER 8Foundation STAIRS 2'-8-" ° ° 4 EXISTING Damp Proofing o 2014" #5 Vertical Rebar @32"oc. EXISTING LAUNDRY CRAWL SPACE ; 201 15 Horizontal Rebar @16"oc. s STAIRS ROOM -o —24"x8" PC. Footing o co Bottom of Footing with (5)#5 Rebar Equally Spaced L.W. BelowBe Min. of deo _-_-_-_-_ _-_-= FIRST FLOOR PLAN Below final Grade on ands Rebar 2'oc S.W. ------- o ----- Compacted Fill. N SCALE: 1/4" = 1'-0" FOUNDATION DETAIL EXISTING EXISTING PROJECT: CRAWL SPACE EXISTING WALLS BATH x _ NEW WALLS S -L FOUNDATION PLAN- RSt_______ EiDECE SCALE: 1/4"= 1'-0" r , WALL TO BE REMOVED L-------� EXISTING WALLS A D DIT NEW WALLS 2600 SOUTH HARBOR RD. SOUTHOLD, NEW YORK PROVIDE HURRICANE STRAPPING r WALL TO BE REMOVED IN ACCORDANCE WITH THE L _ _ _ _ _ _—J2020 RESIDENTIAL DRAWING TITLE: OF NYS. NOTE: VERIFY ALL DI6IENSIONS TO AS NOTED INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE, NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ALL HEADERS ARE TO BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL (2)1 4"X 9%" LVL UNLESS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE OTHERWISE NOTED DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NOTE: VERIFY ALL DIr`"ENSIONS INSURE WALLS OF NEW ADDITION SEAL: UA i E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE LINE-UP WITH WALLS III HOUSE. AUGUST 20, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES > 1152-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NOTE: PROVIDE FIRE BREAKS © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ��-p1 Ico/v yo DRAWN BY: THAT PROVIDES A COMPLETE= LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE AS PER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ~A,�,� �' 0ph'p �f BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING THE 2020 RESIDENTIAL UNDER FEDERAL COPYRIGHT LAW. �oD�_ ELEMENTS TO THE FOUNDATION. BUILDINGS ANC STRUCTURES CONSTRUCTED AS CODES OF yt it CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT THIS SECTION. WRITTEN AUTHORIZATION. — SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES LLC. JF 05168 ?U AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING �c. A101 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE dF � STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ESS10�P THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH `_ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF PROOF OF PURCHASE. NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Acceptance of these drawings does not authorize the right to build without the authorization 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such (DKEIIL•DESIGN^ASSOCIATES, LLc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Add to Chimney o> Necessary to Meet the 2020 NYS Residentiol Building Code. Ridge Vent KEHL DESIGN ASSOCIATES LLC Provide New Flashing Around Chimney Hurricane Stropping residential & commercial design o consulting Match Exist Roof Shingles 1J"z 7J" LVL Ridge Match Exist Roof Shingles 15#Felt N 15 Felt Match Existing 2x6 Rafters 16"oc. 2x6 Rafters 16"oc. Roof Pitch Match Existing CDX Sheathing PO.Box 1675 phone: (631)433-9084 Match Existing CDX Sheathing Southold,New York 11971 E-Mail: ssbn654Coptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Remove Old Roof " Bolt � I ILLI I IIII I I ILLI LI LL �I These drawings and specifications including the ideas, design and arrangements represented LL�I_ III L New R-30 laon Top of -21 Insulation therein, are the property of KEHL DESIGN Existing In it ASSOCIATES, LLC. No part thereof shall be 2x6 False Rafters 16"oc. copied, disclosed to others or used in connection with any work or project other than for which _ =R-491nsulation—HZrrion�StCQpRng_ they have been prepared without written consent. owde12� z7 LVL �sFHoder in Gbe-Ends ----- ---- -- I Match Existing REV: EXISTING I NEW Soffit 2x4 Studs ®16"oc. BEDROOM SUNROOM Match Existing Match Exterior Sheathing Siding ��N R-15 Insulation Match Existing Interior Ceiling Heights BlueWn House Wrap -30 1nlulation -- ---- - - -- Match Existing ,}{urricone Strapping J" CDX Subfloor Floor Heights ✓ pp g z4 D.Fir Shoe I66M6666 1 "x7T' LVL Floor Joists 16"oc. ✓�2x6 ACO Sill F_ g'xl8' Anchor Holt "Ony 32 oc 4" PC. Slab Pitched to 8" PC. or 8" C.M.U. Foundation Drain Damp Proofing I� oRT�IER EL E VAT I O N Sla Dr in Min.8' Conc. F Min.83" Beloww Final Grade, SCALE: 1/4"= V-0" WORK NOTES: SECTION- A SCALE: 1/4"= V-0" 101 11 _; I Ll LTJ J_L_L_lll-i LLLL] , � I a � I ua INOT FOR 11J11L1ll11 ��1 J111 JllllUl 1J 11 1 L u_1J'1!'' I I JJ�1 J LJ L�LLu � I CONSTRUCTION Li� USE UNLESS IJl1 X11 I I I CERTIFIED BY A Li LI II PROFESSIONAL 11 L L 11L1ll�u 1ll1J i ll ENGINEER II � � I PROJECT: STALER EASTERN ELEVATION! RESIDENCE SCALE: 1/4"= 1'-0" I Ili a 2600 SOUTH HARBOR RD. PROVIDE HURRICANE STRAPPING © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. S O U T B O L D, NEW YO R IN ACCORDANCE WITH THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. I II L_I II LI LI I- � I I 2020 RESIDENTIAL CODE DRAWING TITLE: 1JuI I�� I�1LW PLANS MAY NOT BE REPRODUCED WITHOUT ISL Iii LLI IIII U� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS NOTED NOTE: VERIFY ALL DIMENSIONS TO KEHL DESIGN ASSOCIATES, LLC. 1ll1L1L1LJ Ll I LLL INSURE FLOORS OF NEW ADDITION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1 L�� ALINE WITH FLOORS IN EXISTING Il1LU L I� IL u �l LJ1J LLL L1�J1h PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 1 N A 10 ��1� 1I HOUSE. PROOF OF PURCHASE. �lllLll_ II LI LJll��� �� H u l� �L]LLLLLJL NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE J � U ALL HEADERS ARE TO BE Acceptance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I I Ij I� �f (2)I 4"X 9Y2" LVL UNLESS of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALt IOTHERWISE NOTED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR o III 1 it ll_L IILII - agencies prior to construction. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. o ro - NOTE: VERIFY ALL DIMENSIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE - - INSURE WALLS OF NEW ADDITION l E: 0 SEAL: DA C,11 -- LINE-UP WITH WALLS IN HOUSE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 20, 2023 I CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: .� ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: PROVIDE FIRE BREAKS IN ASCRIBED BY CORDANCE WIIT CODE.HPROVISIONSTOFCTION OF THIIS CODEHSHALL RINGS ESULT 11N ATSYSTEMES P���F rJL���' DRAWN BY152-2023 R s rliI — AS PER THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �� �.� 3' O�Np �'F'� BDK I LJ THE 2020 RESIDENTIAL O TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING , °y CODES OF r`�� )�ECKED BY: NEW YORK STATE, ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. " EET NUMBER: Top of Patio -7- R301.1.1 ALTERNATE PROVISIONS �40 a Grade Existing Patio Existing Patio Existing Patio Existing Patio AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A201 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND tESSIVA THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF WESTERN ELEVATION NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE: 1/4"- 1'-0" 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD ©KEHL•DESIGN°ASSOCIATES, LL(' FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) UNAUTHORIZED ALTERATION OR ADDITION THE EXISTENCE OF RIGHTS OF WAY TO THIS SURVEY IS A VIOLATION OF AND/OR EASEMENTS OF RECDRD IF DRAWN MIJ CHECKED III I REVISED OCT. 2023 1 DRAWING & JOB NO. 23-860 SECTION 7209 OF THE NEW YORK STATE ANY, NOT SHOWN ARE NOT EDUCATION LAW. GUARANTEED. COPIES OF THIS SURVEY MAP NOT BEARING Area- 14 399 s.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: s EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 2600 South Harbor Road, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE0 VA TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. Lot Coverage EXISTING ROOFED AREAS= 1,453 S.F. PROPOSED ADDITION= 182 S.F. , TOTAL ROOFED AREAS= 1,635 S.F. Q� �,o�� ,L00 Ln 49 CD pE,c N PEI. W a ��p `��y C Cl) r+'i o r-a- ` °s�s'` S c P) "I �. 07 4\1`1 o C ?d• o ` ►mow 1• °SFp FcoO° 1(. 5. o . t0 R°e o��a o, ,�. n, Jia a°� do s cd°b�eS`� .01 5� GV� 4\e1� 55.5' c -� o ,5y9 y�eQ Jia A. walk & steps +�0 0� s O o� Certified to: Survey of Described Property RICHARD STALZER situate at FIDELITY NATIONAL TITLE INSURANCE COMPANY Southold Town of Southold Suffolk County, New York Michael W. Minto, L.S.P. C. District 1000 Section 75 Block 7 Lot 7. 1 LAND NEW YORKD STATE LIICOENSE NAL NUMBER R 508781 Scale 1 "= 20' Surveyed September 27, 2019 87 WWoodview Lane Updated October 4' 20;23-'r�~' y \`yf Cen t erect ch, N. Y. 11720 ' PHONE/FAX: (631) 580-1202 GRAPHIC SCALE -,� 1 CELLULAR: (631) 766-9714 20 0 10 20 40 OCT 1 8 2023 eo WEMAIL: mikeminto lspc®gmail.com ( IN FEET ) ^_ C ~.r''o: Y 17r'Lz. 1 inch = 20 ft.