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HomeMy WebLinkAbout7853 1 \ '�' Xx l J Owner: Pablo Leon File #: 7853 Address: 1400 Salt Marsh Ln C�j Code: 17NP .'� Agent Info Pablo Leon 486 Sunrise Highway Suite 1006 Rockville Center , NY 11570 Phone: 516-319-4705 Fax: Email: paul@plengineering.net J CID 0 Pd a3 r� t j�v BOARD MEMBERS ��rjF S0!/r Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento +� Southold,NY 11971 RECEIVED http://southoldtownny.gov 6 12:36PM ZONING BOARD OF APPEALS Jul= TOWN OF SOUTHOLD PZ- Tel. (631) 765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7853 AMENDED JUNE 20, 2024 NAME OF APPLICANT: Pablo Leon PROPERTY LOCATION: 1400 Salt Marsh Lane (adj. to the Long Island Sound), Peconic NY SCTM: 1000-68-3-2 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated October 26,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 29,2023.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 18,915 square feet; .434-acre, waterfront, rectangular-shaped parcel located in the R40 Zoning District measures 80 feet along a right of way known as Salt Marsh Lane,then runs north 253.57 feet to a tie line along the apparent high-water mark on July 24,2012 then runs east 76.14 feet, and returns south 264.65 feet back to the roadway. The subject parcel is improved with a one-story wood frame house with garage underneath,an enclosed entry porch,wood landing and access steps,brick entry walk and gravel parking area,a small waterside landing and stairs, and the remains of wood beach stairs running down the face of the bluff to the beach below, as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor,and dated July 24, 2012. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 20, 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 100 feet from the top of the bluff, located at: 1400 Salt Marsh Lane(adj.to the Long Island Sound),Peconic,NY. SCTM#1000-68-3-2. Page 2,December 21,2023,AMENDED June 20,2024 #7853,Pablo Leon SCTM No. 1000-68-3-2 RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing single-family residence,including the addition of a full second floor,that is partially cantilevered over the waterside first floor with a bluff setback of 4-5-9 feet 41 feet where the code requires a minimum bluff setback of 100 feet. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificate of Occupancy: #Z-2539 dated October 17, 1966 covering the construction of a single-family dwelling. #Z-3160 dated July 18, 1966 covering the construction of the addition of a porch. The applicant provided construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law diagram, labeled A-100, A-101, and A-102 prepared by Pablo Alfonso Leon, and dated December 8,2022. While the majority of work proposed falls outside of the scope of the Zoning Board of Appeals,the applicant proposes to add a full second floor, 36.2 feet by 24.5 feet, which is partially cantilevered over the waterside fagade of the existing residence. The structure presently maintains an existing bluff setback of 50.9 feet. With the addition of the cantilevered second floor containing an owner's suite with full bath, a walk-in closet, sitting area, stairwell and a waterside terrace, approximately 8 feet wide (5 feet of which is cantilevered over the existing first floor)the bluff setback is reduced to 45A-feet 41 feet. There is no proposed expansion of the foundation or the first floor. On May 30,2024, the applicant requested that this decision be amended based upon an updated survey that was obtained at the request of the Town of Southold Board of Trustees. The current survey,dated January 25,2024,depicts improvements to the dwelling at 41 feet from the top of the bluff. The applicant has also provided the Board with a Site Plan, revised May 29, 2024, prepared by Pablo Alfonso Leon, LPE, depicting the top of the bluff setback at 41 feet. During the Special Meeting of June 20, 2024, the Board members voted unanimously to amend the original decision. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-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 right of way, known as Salt Marsh Lane, services several sound front residences and terminates just past the subject property. Lands on the southside of the roadway are undeveloped, owned and `preserved' by the Peconic Land Trust. The majority of the residences in this wooded neighborhood were built in the mid-201 century,many of which do not conform to current bluff setbacks where,the bluff is known to severely erode. While the house is existing, the applicant does not propose any encroachment or the reduction of the existing bluff setback, however, proposes to cantilever a second-floor addition, 5 feet over the existing home, thereby triggering the required relief. As a result of cantilevering the second floor, 5 feet, with no disruption to the foundation or expansion towards the bluff there will be no undesirable change in the character of the neighborhood or,detriment to nearby properties. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could step the second floor back to the existing 50.9 feet existing bluff setback and design a waterside balcony within the existing footprint of the residence, However, in the proposed plan,the applicant is able to incorporate a greater amount of interior living space without Page 3,December 21,2023,AMENDED June 20,2024 #7853,Pablo Leon SCTM No. 1000-68-3-2 encroaching on the Gross Floor Area or the Pyramid Law, and proposes a modest 5 feet cantilever allowing for an 8 feet wide waterside terrace,which is reasonable for the scale of the existing home and neighborhood. 3. Town Law U67-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 54.10% i 59% relief from the code. However,the existing residence has a bluff setback of 50.9 feet 41 feet and the applicant is not proposing to expand the footprint of the house or the primary floor; the applicant is proposing to cantilever a second-floor balcony that is 8 feet deep, necessitating 5 feet of relief for a second story addition, from the existing non-conforming bluff 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 and install a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story cantilevered addition 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-B,motion was offered by Member Weisman(Chairperson), seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law/Sky Plane diagram, labeled A-100,A-101, and A-102 prepared by Pablo Alfonso Leon, LPE, and last revised Member 28, 2023 May 29,2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative and Alternative(I/A) Onsite Wastewater Treatment System. 2. Exterior access to the first floor, seaward side living room sliding doors,may not exceed the maximum allowable landing square feet area and steps as calculated and enforced by the Town of Southold Building Department. 3. The applicant requires approval from the Southold Town Board of Town Trustees. 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. Page 4,December 21,2023,AMENDED June 20,2024 #7853,Pablo Leon SCTM No. 1000-68-3-2 IMPORTANT LIMITS ON THE APPROVALS)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. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan 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 nonconformides 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 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 Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert.(5-0) Leslie Kane4 Weisman,Chairperson Approved for filing � / V /2024 AMENDED JUNE 20,2024—TOP OF THE BLUFF SETBACK PL Engineering Q 485 Sunrise Hwy.Ste 100B tL (510)599.0138 Info@plenglneering.net Rockville Centre,NY.11670 Design& Build May 30, 2024 Town of Southold' Zoning Board of Appeals RECEIVED Southold Town Hall 53095 Route 25,P.O.Box 1179 3 O 2024 Southold,NY 11971 MAY RE: Pablo Leon 1400 Salt Marsh Ln ZONING BOARD OF APPEAL Peconic,NY 11958 Dear Members of the Southold Zoning Board of Appeals, I hope this letter finds you well.I am writing to request your consideration regarding the approval of changes to the previously submitted documents related to the addition to the residential building located at 1400 Salt Marsh Lane,Peconic. After finalizing the interior design of the master bedroom,we have made several modifications that we believe will enhance the functionality and aesthetics of the space.The specific changes include: • Relocation of the Proposed Interior Stair: The interior stair has been repositioned to better align with the new layout and design of the master bedroom. • Relocation of the Walk-In Closet: To optimize space utilization and improve accessibility,the walk-in closet has been relocated. • Reconfiguration of the Master Bathroom: The layout of the master bathroom has been redesigned to provide a more efficient and comfortable arrangement for its users. • South Terrace Size Reduction: The south terrace, located on the front facade of the house,has been decreased in size,resulting in a reduced gross area value. Revised gross area Calculations Existing basement gross area 980.88 s .ft. Existing Ground floor gross area 1,163.03 s .ft. Proposed second floor 807.59 Total gross area 2,951.5 s .ft. Permitted gross area 2,100 sf plus 12.5%in excess of 10,000 sf up to 2,100+(8,914.56*12.5%)=3,214.32 sq.ft.which is a total of 3,350 sf max. I more than the proposed 2,951.5 s .ft. In addition to these interior modifications,we are seeking approval for a rear yard dimension variance.It has come to our attention that the dimension to the top of the bluff has changed based on a new survey we obtained at the request of the trustees.This survey was acquired after the original ZBA variance was approved,and we would like to align our documentation with the most current and accurate measurements. ` We respectfully request your review and approval of these changes to ensure that our project can proceed smoothly and in compliance with all regulations.We appreciate your time and attention to this matter and are available to provide any additional information or clarification as needed. Construction Management Design&Build Engineering,Architectural&Sustainable Design Fire Protection System Design PL Engineering, P.C. Design&Build www.plengineering.net Thank you for your consideration. Sincerely, haul A. Leon,P.E., CEM,LEED AP (516)319-4705 Construction Management Design&Build 2 Engineering,Architectural&Sustainable Design Fire Protection System Design _-- .... - _ ..__.. _. -. . . .._. _ . .... ........ ...... ... ......... __ .- --- - -- - __ -- - -........_ _ -. ... ......... .._.. ... .. ...... _....... ' - _- . ..... ._-. . ._.._..... . .. . ..... . ...... .. - _. .. -...__... - _... . -. .... __._. .-. . _ - -- _ -- .. ....... --- -- - ___ .......__..... ..... ..-..... _ - _ - - ' - -.. ..._. . ............. . - . 1 3 : :: : ; : : � ; J9 � : � I � : t : t SHEET INDEX : " 00 SA .,: I � T M� A AH ��� SURVEY OF PROPERTY ADDITION SITUATE SWEET TITLE ,J' �' Y 8 4 202& A-100 PLOT PLAN AND DEMOLITION PLANS -. ......_............ __ ..._.... ........... LEON RESIDENCE S NCE - 7 1400 SALT MARSH LANE 9 - -- -_.... _.. - PLANS ' ..' - _........ .... I'lloNiNG BOARt�dFAp �� S U F 0 R K PE CONIC NY 11958 A 101 GFA CALCULATION ATIO L L NAND NEW WO ANS RK h - _..... FOLK COUNTY NEW Y _ .._....... . _..... _.......... _ ........_........... _... y' A 102 -- BUILDINCs ELEVATIONS AND SKY PROJECTION DIACxRAM E � ; ".""-_--------------------------------- ----------_._".'---------------------------- 39'5' :_z: ............ - S.C. TAX No. 1000-68-03-02 - - ... GENERAL NOTES & CONDITIONS N ��° ,.,- : .�..- SCALE 1 "=20' _ .... _... - - _ .- . . _. . .. ... . . . .. ...._. �O, J U LY : _ JANU ATE SURVEY- ...... .. . I. -.... .........._ --....._ ........_....................__.... . ..... ...... O ::-', ARY 25 2024 UPDATE SUR - -.....---------------- ----------------------....-------......----...--------------------..-....-.-._.._..----------------.-..-..."—....-----.....----.....------------------------------------------------------------------------------------------ - : _ - O v AREA — 18,606 sq. ft. n nE u 0.427 ac. " to - . . NOTES: ° " : T..... 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 11388 DATUM _.. . ,-. -' - ISSUE . ....... ...._. ..._. ...... .-._. ., " EXISTING ELEVATIONS ARE SHOWN THUS: _. - .... . . - - _..._ .. .. _.. ..._. __..._. .. .. _ LINES ARE SHOWN THUS _. _ :. EXISTING CONTOUR -.... _. _. ... DATE ' FOR I- , "-. -- ..-_."". ------- _... ......... ........ - - .-'- 9/28/23; ZBA - EXISTING C3 - _..._.. . _-. -.­-­.�-----.­­-­-­­-�+­.-�­­.-�-0.-_­.-.'�.­.­..r­­.-..­­�..-.�-..­­...- ..�.­. O, ._. . _._- .. ..._.. _. _ __... . FOUNDATION --- 0; WALL To Op - - _ - REMAIN , :; J '.' .- - .... : . - _"" 2. BUI =1,160 sq. ft. OR 10.1% OF _ - _..- . ....... ......... ......... ... ."...... ... . .. ..._.. .. . -" -- ING CO LD VERAC-cE - - _ ,, .._ - .. AREA SOUTH OF COASTAL EROSION LINE C11,486 sq. ft. : " ..-_... "_ --_..... ......... _...... ._.... .. . .. ...... . ..._.. : , - - ". " ----- ----------...---.......................... ......... -------------- _ - " : _ ------------------------------------- ---------------------------------------------------------�-----------------------------------------------------------I. . -. _ ... . - - _....... ............___ - - ........ , ; ..... .-........................ ..._......- _............ --_........._..... .... . -_ - " - "�. EXISTING .. _C-- ... ...... . . ._.. -. w GARAGE TO � . " .... " \ ' „` • '; "/ - - / , f'" PLOT PLAN INFORMATION TA N F Ot~! ;, „. .. .. ._._. .- ..... ­ ....... ..... REMAIN —Z I S I O N S ''6- \ �,, . .F KE R ''. - SU Y DATED JANUARY 25, 2024 A8' _ .. ... _ d' ,--' b PREPARED BY NATHAN TAFT GORWI>`: s, ... ,..-- \ :k # DATE AO G aj. ..... .---. ..--_-. ... ..... -........ ......... ...... .. .. .. .. ......._'__ _- .- .... . .. _...-___. .._.____ ......_. C3) 2x8 �— (3) Zx8 Ca._ ,' „,�--'"� \ _ �s•. ZBA- UPD INTERIOR I I I LAND SURVEYORS P C - - - - - - - _ -_ - - - - - - \' /29/2 WITH --'" ' \ `mil-,...... �o.,,.-,,/", --1`�-�,---,^,,.. -n ., s ..... 5 :DOB SUBMISSION ''': - - F1 .._.... . . _ i. FINAL MAP \\ ��,I "� \ N -- —. . ------- --. . ....... . ..... .. . ......._.. ..- .... ......_.._...._.__I ... EXISTING 3� REVIEWED BY ZBA \ ` �� STEEL POST —z— EXISTING Jr tYP FOR 5 GARAGk� TO DECISION# Jrr rr ' . REMAIN DATED' _. . ........ ��� ao a�a - -r-='" : : : ' W r EX!F.TING ;:. FOUNDATION SCOPE OF !WORK : ...- .. . .. - _.-- __ _ .. .... .... .. _ .._ __-- -___ - _ ...... .... _ //} ,C�, /, i, ADDITION OF A SECOND STORY TD ` REMAIN „ : ACCOMMODATE A MASTER "'\;:;:, `, , "-' " I BEDROOM AND THE MASTER 11 .'..� ..... .. ....... ... _ - - ._ - . - .._. - . . . __. - ._._ - __.. ...... . . _. ...... BATHROOM _... S �` ;t-, .. ... . \3 � _. , 5G — — NUMBER OF BEDRO OM°, WILL y - ... _.... . __ -.. ...... . ...... _ - _... - . - . .. REMAIN AS (3) THREE E':EDROOM `,. ...._ ....._ .._ RESIDENCE '.' . - : _ -" . ......... --- - --- .......- ......... ......... ..... . 1 . . >r :' 1 EXISTING BASEMENT TO REMAIN _ .. 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EXISTING EXISTING _ AY /;Y i , �_____�EXISTING WALL TO BE DEMOLISHED L-CENTER LINE STEPS To LIVING BEDROOM _ C CLG-CEILING REMAIN— FINISHED FLOOR LEVEL ROOM TO TO REMAIN =`r %:: �,- FtL CMU-MASONRYUNfT EN IN . REMAIN :,y`... / - CONC OLNCRETE ERS NEW CONNECTION POINT G / --" .. - ER Old -- _- _ G, . _. ... IA DIAMET E�R� ....... DN OWN D ,,..,> PL ENGINEER N P C : Al WALL TYPE DTL(S) -DETAIL(S) W� 486 SUNRISE HVVY,STE. 1008 '�. i DWG-DRAWING a ; ROCKVILLE CENTRE, NY 11570 �° / EA-EACH w n TEL(516)599 0136 ELEV-ELEVATION FAX 516)599-3419 _L .' Tax Map #. 1000-068■00-03■00-002■000 6 SECTION EXST'G-EXISTING INFO@PLENGINEERING.NET SHEET NUMBER FL-FLOOR ta . . ..... ......... ....... .. . -. .... ................ . .. ... _ . .-- . —_.. . - ... . -. __ _. ... - _....... . ..... _.. - -- . . . .. . ... . . .... ....-- FA-FIRE ALARM FD-FLOOR DRAIN PROJECT FDN-FOUNDATION y NEW EXIT LIGHT FE-FIRE EXTINGUISHER FIRE ./ A ZONING COMPLIANCE TABLE p(StR(C: R-40 S THREE-WAY DECORATOR SWITCH.20 FEC-EXTINGUISHER CABINET 3 AMP, 120/277VAC.PASS&SEYMOUR FF-FINISHED FLOOR ...:.._... .__ _ ITEM REQUIRED/ PERMITTED EXISTING PROPOSED VARIANCE REQ'D LEGRAND#2623-X FL-FLOOR 1400 SALT MARSH LANE U - - GYP-GYPS PECONIC NY EXISTING -• LOT AREA (SF) 40,000 18,gi4.56 NO CHANGE HDR-HEADER I .I W _ . ... .. .. CEILING MOUNTED DUAL HT-HEIGHT < KITCHEN TO LOT WIDTH-I (FEET) 150 50.0 No CHANGE TECHNOLOGY LINE VOLTAGE INCL-INCLUDINGABLE REMAIN - ._ _ OCCUPANCY SENSOR N/A-NOT APPLIC c LOT DEPTH (FEET) 115 253.51 NO CHANGE N.LC.-NOT IN CONTRACT EXISTING - -- . .... - _.. . . _ NB -NEwBUILDING DRAWING NAME (E) BATH i FRONT YARD (FEET) : 50 (o13.5 No CHANGE N.T.S.-NOT TO SCALE TO P.EMAIN / BEDROOM PRIMARY FRONT YARD (FEET) 50 NO CHANGE OCPLUOMBNGTER GENERAL NOTES, .... TO REMAIN SECONDARY FRONT YARD (FEET) 35 NO CHANGE PREP-PREPARATION ZONING DATA AND - - - _-. -- .. - REQ'D-REQUIRED : SIDE YARD (FEET) 15 13.8 NO CHANGE s.F.-sQUAREFEET SITE PLAN _ - -. --- . . - . . . ..... . .. . - SHT-SHEET " BOTH SIDE YARDS (FEET) 35 38.6 NO CHANGE W/-WITH REAR YARD (FEET) 50 41.0 37 X SEAL & SIGNATURE - .. _. _ - DATE: 12/08/22 `� : LIVABLE FLOOR AREA (SQ.FT. PER DWELLING UNIT) 850 _. .._ _....... rY ..................................................................-l-....................................................................................................... ...I.........,.-..__.............. .-................. ................................................. .......... ._...... ......... ..........", SCALE: .................................................".,...-........................................................................ .....,...............,.........-....-.........."..."......."................................-,....:.................. . ....... .. 0 ;'•;; - MAXIMUM PERMITTED DIMENSIONS: OF NE .. _. _ : ' W , JOB No.: -- : . . . ... - 1� ' ..P,��0�g=;�'' IF1 3 Lf ;�i:;:::tti::�:�:�::::�::�::::�::��:::;:�:::�::::.�!:�::;:�::�::::::::::::::::::::::: :::­­­ :...II... :.:. --I- ...­ii..:.��:.:��:i...:.�::::::::�:�.::I:�::�:......��...::....:I,��.,.::..�..IE-��I--1:il1l.:��;:�7:::::::�i::::;:1::::::�:I,,:.:::::i:::::::�:�::::�::�1�1:�i:1I11��:7ii:I.��:::.:.�:�:j.i�:1:._�::::..::.._��.;_/::::,--::::::::::���::�II�_ .-......-�...L.I..0.�.l:::r,.....i�:::.�:..__..__FI.::�.:.�:�.�..1�.�-.�.._....__­:­'.::­'," _..I -!II4�:�:�:�::::::�:��, II�—.�;::%�:::�:7::��..\...�:::::::::::.._(...-...-:1:\..�i���1..,"1..I....�.W.­­.�':::i:iii..­:l A.�\_-�.L"��_�,,'I1 L,4�i!1I,��i'I, "/...i..)\I.I/--\,�" - �::.: ­­­ .­­ ... .� - ..—.-ii.�i�:��: ::L�.I i;i::I.i�.::-::,'--��-"�� .-j:.i.I.�:iIIN:� I -1 s. ."-�'I;— ....... ...I-.... ............ _-. -........... ............ . ..... ...... ..- .. -_...... . ..... _._ ...... . _........................I..._ -.....,.... ,-_.... -....I- I-...I- .. ........"... ...."..... ..._.........,........-......... P 2� ExIST1N�NON EXISTING CONDITIONS GROUND LEVEL PLANRIs l LOT COVERAGE (PERCENT) 20 6.15 6.-t3 o���o o`�� \ __ Pa FON3 �O HEAT PORCH OSED SCALE:1/4 =1 -0 BUILDING HEIGHT (FEET) 35 / 25 20 30 : * a� oZ * DWG BY.: LYS �` - :.. �, _ r ��, DWG No. (' NUMBER OF STORIES 2-1/2 1 2 LIES I � w (_ s s __ MAXIMUM GROSS AREA (UP TO 20,000 SF) 2,100 SF PLUS 12B IN EXCESS OF 10,000 214391 214391+ 80�59 (2ND N A-100 ° - SF UP TO A TOTAL 01= 3350 SF MAX. 1 FLOOR) =2,WIB SP ��A 29 lG�� RO .: SSION �.., _ ..-. p�. F ___ : 7 G- DESIGN CRITERIA I OF-3 EXISTING ` STEPS TO GROUND WIND DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN AIR REMAIN _ _.... S N ........ _.---- _... ........ ___ ..._.._.. U T FLOOD HAZARDS MEAN ANNUAL EISMIC DESIG ICE BARRIER -' DN pN' - SNOW LOAD NDERLAYMEN FREEZING PSF SPEED MPH TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY FRONT LINE TEMPERATURE TEMP ca EFFECTS REGION DEBRIS ZONE WEATHERING DEPTH TERMITE REQUIRED INDEX 20 130-140 NO YES B SEVERE 42 . MODERATE TO 15° REQUIRED zOAGF E LE 0 OR 52.9 _? :. HEAVY M .. _.._. - _... . . .. . _ -. ..... _... .. ._. . . .._..- - .._ - _ ... . _...- _.-.. _....... -- .. ........ - __. - _ ---.-- 44'-2' 4'-ON 40'-2' EXISTING CONSTRUCTION BELOW 40'-2' EXISTING CONSTRUCTION )-4'-ON �' 4'-0' ��-3'-0' 9'-1' 2'-10, 21'-3' GXWIb GXWI6 � V � a'' —wv � � • - - - -, - 19 12 fo'-6' 6'-6' EXISTING DN....., _... __ ® LEON RESIDENCE FOUNDATION -- U ll 1 E NEW WIC WALL To NEW PECONIC NY 11958 REMAIN ......_ . 0 34' HE r + MASTER SHOWER' _.... 0 HANDRAIL TERMINATED .. BATHROOM �R ® u'' ... ON NEWEL POST SAFETY TERMINAL Z Q is O V cy �4 O CL a i — EX. w SD/co o +'A .... ISSUE O �' `" # DATE FOR z - (3) 2xa _ 8— �-- (3) 2x8 a �, NEW MASTER SD/CO76 ZBA f i' 8 �n - NEW ,� 1 9/28/23 _ . . .. .......�, BEDROOM .... .. z TERRACE 525.1(o SQ. FT. N -- ------ ------ x /(0 �-- EXISTING - Ex1stING 3' GARAGE TO ..... ...... Q STEEL POST m TYP FOR 5 REMAIN -z_ 30 w +68 NEW _ - ...... TERRACE = EXISTING FOUNDATION . REVISIONS WALL To REMAIN # DATE FOR - - - 8 -- ---- - • " - '• ' ' 2 0' � ZBA UPDATING INTERIOR A61 ---A&I .-...... . ..... EI /29/2 WITH 4 DESIGN TO MATCH - ------ NEW S DOB-- UBMISSION - NEW 34' HANDRAIL 4'-6' 6'-4' AROUND TERRACE Iz PERIMETER 44'-2' - - � II �7 �I (E) 2x6 F.J. it z - EXISTING 16X8 X C.C. II FILED DAtON. TYP PROPOSED SECOND FLOOR :11II FOR 5 PIERS II II (E) 2x6 F.J. II 11 I �' 16N O.C. EXISTING BASEMENT TO REMAIN _\LN NEAP W L E D BY ZBA W-5'EXISTING CONSTRUCTION I DAl Roe�J�e� -=Px ao� TERRACE PROJECTION 40'-2' EXISTING CONSTRUCTION L INE — — .. NEW EXISTING : .. NEW MASTER 0 o BEDROOM C Roo 1 H w TO BE EXISTING 13 CONVERTED r N MQ� 3 0 2024 LIVING 0 z EXISTING ROOM TO Ews TO OFFICE EXISTING _ <3� _ _ _-e-_ _.._ ... _ .. _«, �� _ _.__ _ M. GgCARp OF P'?p p STEPS To:: 1 f ZONIN BEDROOM REMAIN REMAIN ; ' _ -ON EXISTING Ex. TO REMAIN GARAGE NEW MASTER 5 - SD/CO TO BEDROOM rNi"HEW"34" HEIGHT O REMAIN lu HANDRAIL TERMINATED 4. EX. 1 ON NEWEL POST OR ............. ................. "..,.,..._.................... °�. ENGINEERS SAFETY TERMINAL 14 R' a UP , SD/CO , I1"T, '1.92'R m ....... Z���k CN �.. ,;.. ..... _ PL ENGINEERING P.C. ' I / _ - w� 486 SUNRISE HWY, STE. 100B 1ST FLOOR F F L +r✓-1(o2' f ••THE CUMULATIVE AREAvrIA14. 10'r�lNCL�1DE b ROCKVILLE CENTRE, NY 11570 tt FLOOR AREA,GROSS(GFA) . Ma. w,, ...a - ✓ .. c`+ THE CUMULATIVE AREA,IN SQUARE FEET.OF ALL FLOOR LEVELS OF EVERY STORY ROOF OVERHANGS LESS THAN THREE FEET, P+ n TEL(516)599-0136 of ALL DWELLINGS ON A LOT, INCLUDING ATTACHED GARAGES,HAVING A CLEAR FAX BALCONIES,BASEMENTS ANOSED PORCHES,PATIOS, D EN FAX (516)599-3419 ExO HEIGHT OF NOT LESS THAN SIX FEET MEASURED FROM THE EXTERIOR FACES of ATTICS. INFO PLENGINEERING.NET EXTERIOR WALLS OR FROM THE CENTER LINE OF PARTY WALLS SEPARATING TWO CC BUILDINGS.GARA92E WILL COINr TOUIdJQD6 CALCULATION EXISTN&LOIER Pool- o o BASEMENT GFA PLAN PROJECT 2ND FLOOR GFA PLAN EX. OO .- EXISTING w - - KITCHEN TO sD/co 1400 SALT MARSH LANE REMAIN PECONIC NY EXISTING (E) BATH BEDROOM -.. EXISTING BASEMENT /GARAGE GROSS AREA= 980.88 SF EXISTING GROUND FLOOR GROSS AREA I TO REMAIN / TO REMAIN � _ 1,163.035 DRAWING NAME •- r----"EXISTING BEDROOM ' TOTAL EXISTING GROSS AREA= 2J4391 OF EXISTING _TO BE EXISTING ---- - - - LIVING BEDROOM A CALCULATIONS VERTED ROOM AND FLOOR PLAN — TO = TO EXISTING BASEMENT / GARAGE GROSS AREA= 98088 SF m SMOKE DETECTORS ARE EXISTING ON GROUND FLOOR TO REMAIN EXISTING GROUND FLOOR GROSS AREA= OFFICE ,.�-r. REMAIN £" PROPOSED SECOND FLOOR GROSS ARE A= a0-l59 sF TOTAL PROPOSED GROSS AREA= 2,9515 SF .. SEAL 8N SIGNATURE 0 z 2.- EX. NON HEATEDiosi DATE: 22 _�• _� i ENCLOSED PORCH f E:`. SCAL -- s X EXISTING . .fir OF NE KITCHEN EXISTING M ,`p, IVY JOB No.: -- - O v TO REMAIN N BEDROOM 5 V� PLFONS+� D,p�, - m DWG BY.: LYS ip REMAIN �Fo -... DWG No. cs in -- ..... - Z PROPOSED GROUND FLOORON .."_,.. , rn N EX. DEN A 9 / TO REMAIN FOR SIONP�� f E DN DN . 1ST FL GFA PLAN 2 OF 3 SGALE:i/8'-1'-0' GROSS AREA CALCULATIO N N �Y NEW ROOF CONSTRUCTION 30 YR. ASPHALT SHINGLES 300 NEW WALL CONSTRUCTION SAT FELT ICE4 WATER 5HIELD6 NEW ROOF CONSTRUCTION VINYL SIDING (PER OWNER) 1.30 YR. ASPHALT SHINGLES 30* TYV C HOUS W 11 'C X LY50ARD 2'x4' LOW END OF ROOF EE RAP z D P _.....- -------...-- ---....-- -- - - ------ -__-._........_.._........__._.....-.._.. --- - ---_ ------ ---........ - ......_... -_----- . ._- -- SAT FELT ICE4 WATER SHIELD's 6 1� Q 6 WOOD STUDS -m16'O.C. 3.5' (R-13) 5ATtI. _. - ... -__ -.. .. :. :::/ - --- LOW END OF ROOF - .. ......_... _._..... .. ...... ........ ..... . . - INSULATION ' TYPE 'X' GYPSUM BOARD ITS - ._ ... - - - LEON RESIDENCE ..... .-.... ........ ........ . . ._ . .. ........ .... _ _. _ .. ...!::.t....::i::..::�:::.....T._.­1�...wF�:..­�..._./T../�L::�.::..ii::::::.�::::�:�:: 'II.�:.:�_7i::i...:�.._..*..1..­.....I.�.1.....8."."./.,..�.�..:ii!:::::.Ii:i:­�I::.t�t:it:::::::­ .:..--:.-I.;.-::::�i::::::::­­:-­/1 i::i1.::::I::_1 It;:��t.::..I::-.::..: _.. VINYL SIDING IPER OWNS GPID PECONIC NY 11958 DU TYVE US _..............._.... ... . -----------------------------------......------------ --- : -------- -----.....---- -----------...------- _.-----.._.........._......- ----------------------------------------- ----_..----------------------------- ...... - . . ..).-...-. A--�...­..­......­..­­.#...­....-­..­\.­.­..�­..��...�...............­.­..­.��.t:i.:..::::::i:t�::::::::r:.: ..... 5 __ - --- P 1/z"CD YB RD 2'x4" WO _...... .... . .... ......... .. ..._.. ... .._... . ..... .... ..... .._... . ... ..... . GUTTER4 _. .. ...____. .... ... .. . .... ... DS m16'0 C 3 5' R- D __ .... - . - .... . .... _ ... __ LEADER ... __ " TYPE X GYPSUM 50 RD tU .... ...... . ,.. ....._ ......... .......... ..... - ...... ... ...-FWHI2068-4 SYSTEM S- _4� .: w. �" ... (t45 FINIO ) - .. . .. cxunb _._...... _. - - ----- - - .. .. .... ... ...... .... .... .... ... .. Cxt<7i .. 34' HA NEW NDRAIL _....... : _ / _.. .. AROUND TERRACE PERIMETER EXISTING ROOF ISSUE .... / _ .................... .... . ... ... .(s CONSTRUCTION :..........._. ... .... .... .. ... ... ,1._,... .. ......_. ......... .. ........ _ ._. .... . .. ....... .. .....___-...... ... ........ . ....__.. __....._. .... ! ' i ; : 1. .. : : :: .: : -- .... ---- ...---- .._ _._ ..-- „, CXW16 0 GXW16 0 ! ......... _... _ . .... ___ ..- ..... ..._.... ....... _._.... 1 9 28 23 ZBA / / ....... . ....... ....... ........_........ .-.._...... ... ...._ _....... ........ . ..-... ....._. .. ._ ._...... ...... ... ....__. ..._.... ._...... . .._..... . .. . ...... ..... . ......... ...... .. ..... ......._. .. . . _:..... . 2ND FLOOR .- FF.L. +60.8-1' - .. . . ....... ..._.._ .. .. .... ..... .... ... ..... _...... _ - ..... ..- .. .. ..... EXISTING PATIO v EXISTING VYNIL �,_m'ter DOOR WITH SIDE _ .., _.. - .............. EXISTING VYNfL _ .._....... ING t0 REMAIN-1 - - PANELS ,, SIDING TO REMAIN : . ..... : _ - ------ - . ._.._. / / EXISTING VYNIL / ......... .... .. - ........ SIDING TO REMAIN ......._ ......... v ..... .. . .-.._... EXISTING WINDOW 0 /. t0 REMAIN - . a REVISIONS -- EXISTING EXISTING EX ISTING WOOD # DATE FOR XISTING XISTING XISTIN E E E G ST S t0 MAI -- - ... .... iSt FLOOR - ----.. . .._._ EP RE N -- FFL. +51fo2' -WINDOW ....... . ---- -- ------- ...WINDOW.. .. ---- .._- .... ----- - ------- WINDOW....... ------ -- -- ---- ----WINDOW - --- -- ---- ----- ---- -- -WINDOW ZBA- UPDATING INTERIOR 5/29/24 DESIGN TO MATCH WITH ::l!ii '.;�i::_::4'1�:I::I1.._':!1-�.."..�ii...... ­...L.­..�.­�I...._...­?..�:1.­.-_.­.­-��.\.....­......­...-..-..­/:.­.....�­--..-...-�.­..­..-..-...�._::.:ii:::::::::::::._.i..:.V::;:t::::::t::::::.'._::._'.:::�.­:-.:�_.:�_�..:.:.�:­:.���:..:­._.:,­._:...:...:.­..­."­..­-.-....­.­-'..,.-�i.­.-^.­-­..­:..­:-ii::��:-::::::__.-..-1.ii�:::::::::;:::::_..'---_1­�:t:t.:1�t::.,­-,--�....::::-"-v­I-�_�'­....­..-._.iiii.ii�i::iii:.:::ii:._.�..._._,..�_..._.._....-.­.-._.._-­:...-:..-"...-­..­.-...�:..-­­:..-­:.­.--.­.:._.-.:..-­­­.:...:..­.�­:..":.­.­�­.'_�......t.­..,..,..'-...,.­...­.."�-�.�:..��­_"�..-..I­.:::—--�-.::.:.-:::::-_.Ii.'-i:�i�11i1:::"_­�iii::::.--..:I:.:.:t::i::i:;:..::-�.--�.-..-..-�-.��-._��­.-..-�-..-...,I�..­,-_�.-�_,.--­,.­_­�­/..."..­.­.�,­­.�­­�.:::�:_­­�'i1:::::::�::::1�-,::�t.:i:�.­i:__�.­-­--_--,��__.v._­­_­...,e._.�.-­­^....-.­_.­.­..­"­..­.1.­.=.."....:­.�­,:...:'.:t,.­i�.�:._—�­'_��._�.��.­.._.—­..::!::1::::­.,�.i:�!!.::_:..,:��.­­:::i:;::::���­,-t::-,.-..-.....-....i t:�.::.�.%.�"I_�',­,-,�.I:-_'.�::.-�.._;..�--:­.-....�.__�_--.�.­.-�:I:�*._,._�..'j i:.i1..�*.V­—:�!111.:::1::i:1!:.­­­/­_...�1::::;:::1:::i�!:::::�:iii::::i;i. \.!!t�-;i:;:t—��.t:::: L .ttt�:/���)_ Ib . - - /// // �- / ZEXISt(NG FOUNDATION _ /�„ ...... // �, ;,,,, /„ /,///// //,,. / WALL TO REMAIN '2� �/ EXISTING WOOD �� STEPS // . .. rPAL MAP -- � VIEWED BY ZB .. - .C1S10 # 53 . ...... .... _. -- _. A ; PROPOSED NORTH ELEVATION SCALE:1/4'=1'-0' PROPOSED EAST ELEVATION ROOF CONSTRUCTION SCALE:1/4'=1'-0" ATTIC VENT TO 5E PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, 30 FE ASPHALT SHINGLES D6 HARDWARE CLOTH OR SIMILAR MATERIAL. TYP ................................................. ........ ......... ..................... .... .. .I- ..................._..................... LOW END OF ROOF 6� ELT CEO W TER IE D� 12 - 12 _ . ._. Q 6 . .-_.. . .. ... . ....... .. ..... ... . ._ ..... - .. _........._.. . - - . .. ...-.. . -.- _-- . ... ......_ .......... ..... _. ..... .. ..._... ... -. .. _........ —... ........ .. ......... ........ _ ......... .... ..... .... ..._._ .. - ...I------------- _____,.,...... _.,,,, .. _._""-......m....... _._.- ...... ... ... - . .. .. - - -- -. --- ... ._. .. _- "' -"w : .-. ..... .... ___- - .. ..... NEW 34' HANDRAIL - _. NEW WALL CONSTRUCTION . . . AROUND TERRACE I- VINYL SIDING (PER OWNER), I' RIGID NSULAtION PERIMETER A61__ A61 A61 50ARD(R-5), TYVEC HOUSE WRAP I/z'CDX PLYBOARD v i 2'x4' WOOD STUDS 616"O.C. 3.5' (R•13) 5ATT INSULATION a ' TYPE 'X' GYPSUM BOARD (T46 FINISH) —, u . . . . . >.; ',i -: ' 6t .. _... .... - ..._. -. -- .,. _. ',i - - - - --- - _ -___ - 2ND FLOOR :_. BppR I D�it WOES ... ._ ..... ---- - -- _.. _ --- .. . - .. . _ . . .. . ...' FF L. 4601511 ZONING EXISTING VYNIL __ .... . . _ __._ - ._ SIDING TO REMAIN - 34' NA UND NEW NDRAIL ARO EXISTING EXISTING TERRACE PERIMETER EXISTING' WINDOW WINDOW WINDOW , . ... : _... .._.. - E EERS : NGIN :'./ EXISTING VYNIL EXIST ING WINDOW EXISTING WINDOW 1�EE NG, P.C. EXISTING WINDOW �d PL ENGINEERI SIDING t0 REMAIN w$ 4 _.. - : - 86 SUNRISE HWY,STE 100E �/EXISTING YYNIL Y 11570 . EXISTING WOOD SIDING TO REMAIN�� • ROCKVILLE CENTRE N : n TEL(516)599-0136 STEPS TO REMAIN 1ST FLOOR ; EXISTING ING NET _. -_.. EXISTING VYNIL FAX (516)5993419 FFL. +5162' ...... WINDOW 2�SIDING TO REMAINt� INFO@PLENGINEER _.. __.. . PROJECT /. E�. _. 'L-EXISTING FOUNDATION - ' /" WALL TO REMAIN 2/ 'Z- X I G FOUNDATION /// WALL to REMAIN 1400 SALT MARSH LANE H / / ' - .__/// .__ ._. ..... -... ..- //// N 1 NY .. z-fIw_L_I- // \_L/// /_ / I—­.-/..,i....it E'r�F['' -."]�"".­­­.:�-�:::.­..ii.1:­1_­I­1..­-'�,'.­.:­.-ii11;;�i:I:tti.;I­:­t _i..­_.-�.-.­-."..A6"'"..1ii1,111".'.­,�tL�;.§i­.......�­�_..��..''��-1.�t:: 1i;I11;;;1.�1.-tt 1 ­�-'_1­*�­­5If..II.::17:,I=i�,]�7..._. "i., .....�-� �.�i�t.. �...t. .I7 / . I ,/y -: , ....... .: _.. ....... ....... ..--- : . : 0 .. : DRAWING NAME ...... : PR P SED } PROPOSED SOUTH ELEVATION ELEVATIONS AND PROPOSED WEST ELEVATION "_ " SKY PLANE SKETC03 SCALE:1/4 =I 0 5CALE:1/4'=1'-0' „ems �.»... .�..�.� {' / / ♦♦ -- - -- .- -- ---tl ---♦ SEAL & SIGNATURE : DATE: 12/08/22 / \ / ♦ - -. . a / ♦ / ♦ SCALE: _ __ ®,, u, w: ♦ / \♦ ,��OF NEIV JOB No.: -- p- / ♦♦ p�� ... ...:.: ♦♦ ��P o ONS��0�� DWG BY.: LYS -....'.­.­....;�:.';:::... [�-I­­­­­­�...­115I-.:�;l.":"1,,I'II-�11 Qom/ ♦ Qv® ♦ * �o . - // ♦�� Z iu -C®® ♦ � ua 4 z '�' DWG No. - Ito ��/ ♦.4� —t q / ♦ A Z r �,,.� .r Lr .. 11 I C 1 .: m i- � 'ors o //<\ p // ®♦ ESSIONP� �`♦ (k O a / w.,u i - // ♦ / / 45° :-: 45 p ° ♦♦ // 1 I ♦ / 45° _ 5 L 1 ♦ / 3 I&B' FT FROM NPROPERTY LINE 6 PYRAMID LAW DIAGRAM >, SCALE:I'=10'-0" Wo SURVEY OF PROPERTY SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK UND S.C. TAX No. 1000-68-03-02 S O SCALE 1 =20ISLAND J U LY 249 2012 LO N JANUARY 25, 2024 UPDATE SURVEY 7 94' (TO R14 E UNE) 0.46 ft. 27cc. / 4 01+ CERTIFIED TO: PABLO LEON �G r+ Vp O NOTES: Vp, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM p s of EXISTING ELEVATIONS ARE SHOWN THUS: p'. / i i i i �30 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —10— — — — / F.FL. — FIRST FLOOR -- / / / / / / / / / C.FL. — GARAGE FLOOR 12 / // % %,A0 TB — TOP OF BULKHEAD 1 b _ / /_ / / / j / // / / BB — BOTTOM OF BULKHEAD 16 TW — TOP OF WALL 20� BW — BOTTOM OF WALL 22b 2 _ ✓ // // 50 2. BUILDING COVERAGE =1,160 sq. ft. OR 10.1% OF 26— ✓/ i i /i i %// � `'' AREA SOUTH OF COASTAL EROSION LINE (11,486 sq. ft.) 32 34dCEII%EL� 3 AS ;� 5 / ZONING BOARD OF APPEALS D VN X-0.2 ` X 4 2 1E.P1051011 \ X 50.6 ,.43.9 �0 49.5 0 0 -j .42 45.6 R� Aal X 44-6 46 — gh P / X-Uj 5.5 /I / X42.6 / / X41.3 44— e� I X 42.3 / / / p,0 v 1 / m� X 40.5 / O 42_ 9t 40.5 X 8cn 40., .1 / 40— 4 A: / 'F �G N 82 49 ° auE ,�D yIIRES 36— UmT1 12-5 S 8 2'49 0�-.; :' + • • e • - � D X37.0 •RIGHT OF WAY ... • ' • ��Q a� 33 lr .0� x 36.7 S[-� LA, , -- -- o o s ALA MAR. • o 'o°G _ - -�-' D TRUSTy� PECONIC LAN PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. `���t,t!rrrrriii pF NEB, 1�ii ��`�Q;'• SPF '0 0... 'A • �. ♦��'� SAND cvP��� N.Y.S. Uc. No. 50467 TO THIS SURVRIZEDEY Y IS A VIOION 11 ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND litie Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OFFICE LOCATION: ®� S0(� MAILING ADDRESS: Town Hall Annex ��, ljy® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Jr Southold, NY ep Telephone: 631 765-1809 ® �@ http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS CS 3�LI$�n1 Town of Southold DEC 2 6 2023 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7853 NAME OF APPLICANT: Pablo Leon PROPERTY LOCATION: 1400 Salt Marsh Lane (adj. to the Long Island Sound), Peconic NY SCTM: 1000-68-3-2 SEQRA 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated October 26,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 29,2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 18,915 square feet, .434-acre, waterfront, rectangular-shaped parcel located in the R40 Zoning District measures 80 feet along a right of way known as Salt Marsh Lane, then runs north 253.57 feet to a tie line along the apparent high-water mark on July 24, 2012 then runs east 76.14 feet, and returns south 264.65 feet back to the roadway. The subject parcel is unproved with a one-story wood frame house with garage underneath,an enclosed entry porch,wood landing and access steps, brick entry walk and gravel parking area, a small waterside landing and stairs,and the remains of wood beach stairs running down the face of the bluff to the beach below, as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor, and dated July 24, 2012. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 20, 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 100 feet from the top of the bluff; located at: 1400 Salt Marsh Lane(adj. to the Long Island Sound), Peconic, NY. SCTM#1000-68-3-2. Page 2,December 21,2023 #7853,Pablo Leon SCTM No. 1000-68-3-2 RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing single-family residence, including the addition of a full second floor,that is partially cantilevered over the waterside first floor with a bluff setback of 45.9 feet where the code requires a minimum bluff setback of 100 feet. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificate of Occupancy: #Z-2539 dated October 17, 1966 covering the construction of a single-family dwelling. #Z-3160 dated July 18, 1966 covering the construction of the addition of a porch. The applicant provided construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law diagram, labeled A-100, A-101, and A-102 prepared by Pablo Alfonso Leon, and dated December 8,2022. While the majority of work proposed falls outside of the scope of the Zoning Board of Appeals,the applicant proposes to add a full second floor, 36.2 feet by 24.5 feet, which is partially cantilevered over the waterside fagade of the existing residence. The structure presently maintains an existing bluff setback of 50.9 feet. With the addition of the cantilevered second floor containing an owner's suite with full bath, a walk-in closet, sitting area, stairwell and a waterside terrace, approximately 8 feet wide (5 feet of which is cantilevered over the existing first floor) the bluff setback is reduced to 45.9 feet. There is no proposed expansion of the foundation or the first floor. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 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 r following findings: 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 right of way, known as Salt Marsh Lane, services several sound front residences and terminates just past the subject property. Lands on the southside of the roadway are undeveloped, owned and `preserved' by the Peconic Land Trust. The majority of the residences in this wooded neighborhood were built in the mid-20th century, many of which do not conform to current bluff setbacks where the bluff is known to severely erode. While the house is existing, the applicant does not propose any encroachment or the reduction of the existing bluff setback, however, proposes to cantilever a second-floor addition, 5 feet over the existing home, thereby triggering the required relief. As a result of cantilevering the second floor, 5 feet, with no disruption to the foundation or expansion towards the bluff there will be no undesirable change in the character of the neighborhood or detriment to nearby properties. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could step the second floor back to the existing 50.9 feet existing bluff setback and design a waterside balcony within the existing footprint of the residence, However, in the proposed plan,the applicant is able to incorporate a greater amount of interior living space without encroaching on the Gross Floor Area or the Pyramid Law, and proposes a modest 5 feet cantilever allowing for an 8 feet wide waterside terrace, which is reasonable for the scale of the existing home and neighborhood. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 54.1%relief from the code. However, the existing residence has a bluff setback of 50.9 feet and the applicant is not proposing to expand the footprint of the house or the primary floor;the applicant is proposing to cantilever a second-floor balcony that is 8 feet deep, necessitating 5 feet of relief for a second story addition, from the existing non-conforming bluff setback. Page 3, December 21,2023 #7853,Pablo Leon SCTM No. 1000-68-3-2 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 and install a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reduced second floor bluff setback of 50.9 feet, 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 Planamento,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for, and shown on the construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law/Sky Plane diagram, labeled A-100, A-101, and A-102 prepared by Pablo Alfonso Leon, LPE, and last revised September 28,2023 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative and Alternative(I/A) Onsite Wastewater Treatment System. 2. Exterior access to the first floor, seaward side living room sliding doors,may not exceed the maximum allowable landing square feet area and steps as calculated and enforced by the Town of Southold Building Department. 3. The applicant requires approval from the Southold Town Board of Town Trustees. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure 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. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan 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 e Page 4,December 21,2023 #7853,Pablo Leon SCTM No. 1000-68-3-2 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 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 Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) eslie Kands Weisman,Chairperson Approved for filing / / /2023 1 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �*®F S®Ur�® P.O. Box 1179 54375 State Road Route 25 ,`® �® Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtow-nny.gov COMM ZONING BOARD OF APPEALS Town of Southold January 22, 2024 L_UENIME® Pablo Leon 1400 Salt Marsh Lane Peconic, NY 11958 Re: ZBA FILE: 7853, Leon 1400 Salt Marsh Lane, Peconic SCTM No. 1000-68-3-2 Dear Mr. Leon; We received your recent letter requesting the removal of the condition of approval to ZBA decision Number 7853, dated December 21, 2023, to install an Innovative Alternative Onsite Wastewater Treatment System (I/A OWTS). At the ZBA Special Meeting on January 18, 2024 the Board reviewed your request, our records and our decision to grant an area variance for the construction of second floor additions to an existing single-family dwelling having a top of bluff setback of 45.9 feet. Please note that our decision to require the Innovative Advanced (IA) system as a condition of approval was made in order to mitigate any potential adverse impacts to an environmentally,sensitive coastal area. Therefore, please be advised that the Board voted by unanimous resolution to deny your request and to stand by its December 21, 2023 condition If you have any additional concerns or questions, please contact the Town Attorney's office. Since yours, slie Kane s Weism ZBA Chairperson cc: Building Department Town Attorney's Office U= PIL Engineering P.C. 9 486 Sunrise Hwy.Ste 1008 ` (516)599.0136 9 Info@plengineering.net Rockville Centre,NY.11570 Design&Build January 12,2024 Town of Southold Zoning Board of appeals Southold Town Hall 53095 Route 25 Southold, NY 11971 RE: Pablo Leon 1400 Salt Marsh Ln Peconic, NY 11958 Dear Members of the Southold Zoning Board of Appeals, I am writing to request reconsideration regarding the installation of a new I/A OWTS sanitary system for my property located at 1400 Salt Marsh Ln Peconic.The basis for this reconsideration is that the proposed addition to the property will not result in an increase in the number of bedrooms. The planned construction involves the addition of a new bedroom on the second floor,offset by the elimination of one bedroom on the first floor.Therefore,the overall number of bedrooms on the property will remain the same. Given this circumstance, I believe there may be grounds for reconsideration of the requirement for a new I/A OWTS. Additionally, I would like to bring to your attention that changing the existing sanitary system will incur delays and additional costs that were not initially expected.These unforeseen circumstances are a result of the need to modify existing plans,secure new permits,and engage additional contractors to accommodate the change in the sanitary system. I kindly request that the Southold Zoning Board of Appeals take into consideration the unexpected delays and financial implications associated with altering the existing sanitary system.The net change in the number of bedrooms is zero, and the proposed addition aims to enhance the property without increasing the strain on the existing system. I am committed to complying with all zoning regulations and environmental standards, and I am open to any additional conditions or measures deemed necessary to ensure the proper functioning of the sanitary system. I appreciate your understanding of the challenges posed by the unexpected changes and hope for a positive reconsideration of the requirement for a new I/A OWTS. If necessary, I am available to attend a hearing or provide any further information required for the board's review. Please feel free to contact me at 516.319.4705 or at Paul@plengineering.net to discuss this matter further. Thank you for your time and consideration. 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CONSTRUCTION TYPE Q-AT EXISTING WINDOWS) STAIRS - _ -- 49 0 ARCH-ARCHITECTURAL) REVIEWED BY Z /� I-r _ - --- __ _� EXISTING WALL TO REMAIN BLDG.-BUILDING v v E-7 3 [�/-� I I C.O.-CERTIFICATE OF OCCUPANCY DECISI0N# EXISTING EXISTING WALL TO BE DEMOLISHED CONST-CONSTRUCTION EXISTING EXISTING I) EXISTING �' L_____J CONT.-CONTINUOUS DATED STEPS TO CL-CENTER LINE LIVING BEDROOM II BEDROOM _ _ — CLG-CEILING REMAIN ROOM TO TO BE \rF_ II TO REMAIN __ - - - +F FINISHED FLOOR LEVEL CMU-MASONRY UNIT ___. COL-COLUMN ENGINEERS REMAIN CONVERTED -J� __ _ _--- - ® CONC CONCRETE TO OFFICE II __--- NEW CONNECTION POINT DIA-DIAMETER �GSNEEiQj� PL ENGINEERING, P.C. \� _-__---- D N-DOW N -'- -- -� DTL(S)-DETAIL(S) �u G� 486 SUNRISE HWY,STE. 100E WALL TYPE c ( DWG-DRAWING a v ROCKVILLE CENTRE,NY 11570 EA-EACH a o TEL(516)599-0136 ■ SECTION ELEV-ELEVATION FAX (516)599-3419 Tax Map ■ 1000-068.00-03.00-002.000 --.A.'--- EXST'G-EXISTING A-b SHEET NUMBER INFO@PLENGINEERING.NET FL-FLOOR FA-FIRE ALARM NEW EXIT LIGHT FD-FLOOR DRAIN PROJECT FDN-FOUNDATION FE-FIRE EXTINGUISHER FIRE ZONING COMPLIANCE TABLE DISTRICT R-40 FEC-EXTINGUISHERCABINEf rj 1 $�THREE-WAY DECORATOR SWITCH.20 FF-FINISHED FLOOR (E) CL AMP,12D#262AC.PASS&SEYMOUR FL-FLOOR 1400 SALT MARSH LANE ITEM REQUIRED/ PERMITTED EXISTING PROPOSED VARIANCE RE'A'D LEGRAND#2623-X GYP-GYPSUM PECONIC NY LOT AREA (SF) 40000 18,914.56 NO CHANG=E HDR-HEADER CEILING MOUNTED DUAL HT-HEIGHT ........... LOT WIDTH (FEET) 150 80-0 NO CHANGE TECHNOLOGY LINE VOLTAGE INCL-INCLUDING EXISTING C� (E) CL. EXISTING LOT DEPTH (FEET) OCCUPANCY SENSOR N/A-NOT APPLICABLE BEDROOM 115 253.51 NO CHANGE N.I.C.-NOT IN CONTRACT =} KITCHEN TO N.B.-NEW BUILDING DRAWING NAME REMAIN z (E) BATH TO REMAIN FRONT YARD (FEET) 50 69.5 NO CHANGE N.T.S.-NOT TO SCALE d TO REMAIN PRIMARY FRONT YARD (FEET) 50 NO CHANGE O.C.-ON CENTER GENERAL NOTES .: —--- (E) CL. PL-PLUMBING SECONDARY FRONT YARD (FEET) 35 NO CHANGE PREP-PREPARATION ZONING DATA AND w a O SIDE YARD (FEET) 15 13.8 NO CHANGE S.F. S REQUIRED SITE PLAN S.F.-SQUARE FEET SHT-SHEET ----....... - - BOTH SIDE YARDS (FEET) 35 386 NO CHANGE W/-WITH REAR YARD (FEET) 50 50.0 45.15 X SEAL & SIGNATURE DATE: 12/08/22 ~' LIVABLE FLOOR AREA (SOFT. PER DWELLING UNIT) 850 _... --.................................... SCALE: : ............ C tS 41�1 L7 +J�i S K c� RO T � }'l JOB No.: ft i DEMOLITION GROUND LEVEL PLAN LOT COVERAGE (PERCENT) 20 6.15Su 2y>�r N ATHA�h) l�''�F� COQ�t 11J ._ ,- DWG BY.: LYS SCALE:1/4 -1 0 35 / 25 20 30 t EX.DEN TO REMAIN BUILDING HEIGHT (FEET) i {r {1- ' DWG No. NUMBER OF STORIES2-1/2 1 2 STORIES MAXIMUM GROSS AREA (UP TO 20,000 SF) 2,100 SF PLUS 12.59. IN EXCESS OF 10,000 11311.16+822.94 (2ND SF UP TO A TOTAL OF 3,350 SF MAX. 2,14391 FLOOR) =2,966.85 \\ '�; a�„;� A-1 00 DESIGN CRITERIA 1 OF 3 EXISTING STEPS TO WIND DESIGN SUBJECT TO DAMAGE FROMGROUND I'ICE BARRIER IREMAIN _ -- .._.._.._..__._....._...._..........__.........._........... _........... SEISMIC DESIGNWINTER DESIGN LOAD -..._._.._.........._ ._ ...DNpN -._.-..__.. - .---.._......._..........._............_........... MEAN ANNUAL FRONT LINE TEMPERATURE U DERLAYME T FLOOD HAZARDS FREEZING PSF SPEED (MPH) WEATHERING TERMITE REQUIRED INDEX-BORNE TEMPTOPOGRAPHIC SPECIAL WIND WIND EFFECTS REGION DEBRIS ZONE DEPTH OCT 0 2 2023 h i .. a.-_...._L MODERATE TO 15° REQUIRED ZONE AE 11500 OR 52.9 20 130-140 NO YES B SEVERE 42 HEAVY 1'r. ACP LESS ._ i 44'-2' 4'-0' 21, 40'-2' EXISTING CONSTRUCTION 5ELOLU *-40'-2" EXISTING CONSTRUCTION 41-0l 4'-Ov V-0. 111-51 11-41 1 -- - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —! CX045 cXW145 P3 60 2x8 2)2xs (2)2x8 — — — — — — — — — — 4 — — — — — — — — — — — — — — j LEON RESIDENCE N­ j DN EXISTING 1400 SALT MARSH LANE c(l FOUNDATION L IGHT PECONIC NY 11958 WALL TO ................ REMAIN ............................... ............................. ............................ ------------------------ ............................... NEW 34' ICzHT ................... I II 0 HANDRA ItIRMINATED . . ........ ON NEWEjx &T OR SAFETY INA L /NE U- Z MASTER T ........... .......... ... i x @0 NEW TOILE BA HROOM T r .............. EX. EXHAUST PAN .... ........... ISSUE ^A 15 CFM MIN - ------------------------ ............. ........... 3 ---------- R roxro -----------------------.............. f=OST ROOF roNo UP) TO # DATE FOR V/ (3) 2xa -------------- (3) 2AS 1 9/28123 ZBA ..... ..... ........ NEW -.0 ^A EL A A 3'-4 TERRACE A103 &Xro .................................. ............ ........... ................ e! POST (p x tu NEW SD/CO PROPOSED X x MASTER S<YLIGHT ---­--------------------------------------------- ............... .......................................... EXISTING 3' ILL 6 EXISTING STEEL P05T BEDROOM TYI= FOR 5 GARAGE TO x ;�� 4 5'3.0 c3 F NEW REMAIN I j j I Lu TERRACE EXISTING V/ FOUNDATION WALL TO N NEW WIC REMAIN L - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - J (2)2x8 (2)2x8 ............... L _j CXW145 CXW145 ;m f- 44'-12'— EXISTING /1/ Q X DEN ABOVE Al 03 EXISTING LOWER 7 ROOF EXISTING BASEMENT TO REMAIN - - - - F-7 - - - - - - - - - 5CALE:1/4'=V-0' (q7)) i:!- - - - - - - - - - - - - - - - - - - .00e 16'-5'EXISTING CONSTRUCTION Q A103 A103 ' 40'-2' EXISTING CONSTRUCTION ----------- --------------------------- ----------------------------- -------------------- F-, ---------- -- ------------- 6-4-- EXISTING C) W71 1 i BEDROOM ��TH Om TO BE NEW EXISTING EXISTING NAL MAP CONVERTED MASTER 1 4, BEDROOM LIVING BEDROOM EVIEWED BY ZBA TO OFFICE ROOM TO TO REMAIN E c-CISION# EXISTING REMAINIr GARAGEU SD/GO ATED; @ z TO REMAIN V/ NEW ENGINEERS WIC 117 ---------- PL ENGINEERING, P.C. A ^A A103 NEW 34' HEIGHT C14 1?03 486 SUNRISE HWY,STE. 100B HANDRAIL TERMINATED ROCKVILLE CENTRE,NY 11570 FLOOR AREA,GROSS(WA) .-TWE CUMULATIVE AREA-HALL NOT INCLUDE x ON NEWE=L F`06T OR C�l ROOF OVERHANGS LESS THAN THREE FEET, TEL(516)599-0136 THE CL"ULATIVE AREA,IN SQUARE FEET,OF ALL FLOOR' tu SAFETY TERMINAL LEVELS OF EVERY STORY OF ALL DWELLINGS ON A LOT, UNENCLOSED PORCHES,PATIOS,DECKS,OPEN FAX (516)599-3419 V/ INCLUDING ATTACHED GARAGES,HAVING A CLEAR HEIGHT OF I NOT LESS THAN SIX FEET MEASURED FROM TWE EXTERIOR I U i I TERRACES,5ALCONIES,BASEMENTS,AND (E) c FACES OF:EXTERIOR WALL$OR FROM THE CENTER LINE OF I EXISTM LOUM PARTY WALLS SEPARATING TWO 5UILDW-%S.CWRWAGE I I CXILW TOU41C*CALCULATION PROJECT 0 U- @ EXISTING 2ND FLOOR GFA PLAN BASEMENT GFA PLAN 5CALE:3/1W=I'-0' KITCHEN TO (E) CL. EXISTING REMAIN 1400 SALT MARSH LANE BEDROOM z ti PECONIC NY TU2 TO REMAIN ATH TO REMAIN ------ - ---------------------- z ......................... ....................... ......... ............ .........._7-- --—---------�_­ 7 �- I EXISTING 5ASEMENT /GARAGE GROSS ARE 980.66 5F V/ EXISTING GROUND FLOOR GROSS AREA 1,163.03 SAP DRAWING NAME EXISTING .......................................................... FF_ ---------------- BEDROOM TOTAL EXISTING GROSS AREA= 2J43.131 8F L ------------—------__4 i I EXISTING TO BE EXISTING GFA CALCULATIONS SMOKE DETECTORS ARE EXISTING ON GROUND FLOOR BEDROOM LIVING CONVERTED ......----- AND FLOOR PLAN ROOM EXISTING BASEMENT GARAGE GROSS AREA= Saoza _01F TO TO TO OFFICE REMAIN EXISTING GROUND FLOOR GROSS AREA= 1,163.03 SF REMAIN PROPOSED SECOND FLOOR GROSS AREA- 822.c34 ar- EX. DEN TO TOTAL PROPOSED GROSS AREA= 2,56625 OF SEAL & SIGNATURE REMAIN ------------------------------- DATE: 12/08122 x SCALE: LLI EXISTING : EX bAlW 771 JOB No.: in 13 '�i KITCHEN EXISTING BEDROOM A103 TO TO REMAIN DWG BY.: LYS ------_----_-- ......... REMAIN cl DWG No. PROPOSED GROUND FLOOR -- - -------------- .................. SCALE:114'=I'-0' w. r A-1 01 EX.DEN TO REMAIN L-��DN DN 1 ST FL GFA PLAN 2 OF 3 a. 7 7 GROSS AREA CALCULATION TIC / �JTED < 77`7 NJ -"A 3ATH OCT 0 2 2023 J ,- NEW ROOF CONSTRUCTION NEW WALL CONSTRUCTION 30 YR. ASPHALT SHINGLES 300 NEW ROOF CONSTRUCTION VINYL SIDING (PER OWNER) SAT FELT ICE4 WATER SHIELDm --- --- --- ------ ................. 30 YR. ASPHALT SHINGLES 300 TYVEC HOUSE WRAP 1/2'CDX PLYIBOARD 2'x6' LOW END OF ROOF 12 12 SAT FELT ICE4 WATER SHIELDe WOOD STUDS ellil 5-1/4" (R-21) BATT 5 ............... ................... . .......... ............ -------------------------------------------------- ............................... ...................................... .......................................----- ............................................... LOW END OF ROOF .......... INSULATION TYPE 'X' GYPSUM BOARD (T45 ............. ............................­.........................-..................... LEON RESIDENCE .............. . ...................................... ........................................................ -------------- ................................................ ----­--------------------------------------------------------........................ .................---------------­­... .........- ................................................................................................................................. NEW WALL CONSTRUCTION 1400 SALT MARSH LANE ............................................................................. ................................................................................................................. VINYL SIDING (PER OWNER) PECONIC NY 11958 ....................................................................................-----------­--------------------------------..................................................................................................--------- ...... ------ ------- - ------ ------- T VEC HOUSE WRAP '/2'CDX PLY50ARD 2'xii ............. ­­ .................................................................................................................................------------------------------------- NEWS 5-E ------------- ............ -----------------------------­_______________. WOOD STUDS 6111 5-1/4' (R-21) BATT GUTTER4 -------- - ---------­.____.__ INSULATION TYPE 'X' GYFSUM BOARD (T46 ...................................................................................................................................................................................................................................................................................... .......... LEADER RIJHI­20&5�4 - FINISH) SYSTEM ..... ............................. - ------- . ....................... ----------- --------- ------------------ ----------- .............. .................. : ...................... NEW 34" HANDRAIL .......................... ------------- ------------ AROUND TERRACE .......... PERIMETER EXISTING ROOF ISSUE ............ .................... ............................... ................................................................................................................ ----------------/------------- -------------- ------------- L-]----------------_Jn t��:�--------------1 ILL ------------- CONSTRUCTION ........... ------- ------- CXW14E�o CXW1450 CXW1450 1 9/28/23 ZBA .............------------------------------ .................................... ......................... 7 2ND FLOOR .................... - -- ----------- ..... ...... -------- ... .... ....... -------- ........ ------- ....... ....... ...... ...... ........ ............... .......... ............ ................................................... ----------------------- -------------------------­-­------------­-------------------------------------------------------------.............................. EXISTING FDA-10 DOOR WITH SIDE EX15TING VYNIL .......... --------- -------------- ----- ............... I -_ II,\-------------- PANELS SIDING TO REMAIN .................. iI EXISTING VYNIL ------------------------- SIDING TO REMAIN---" > < EXISTING EXISTING EXISTING --------------------......................................------------------------­-------- -------------------------------------------- ---------------- t-----------_ E ISTING WIND W WINDOW WINDOW WINDOW ............... .......... TO REMAIN .............. EXISTING VYNIL -------------- SIDING TO REMAIN-L- ------------- .................. _-------------------_--- _l EX16TING EXISTING . ............... - - - - - - - OF2 - - - - - - FLO 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WfNr>O­W- - ----------------------------_-------------------------------- ------------- ---------- .................................. ------------------------------------------------------------ ---------- ...........................----------- ....... -­­--------------­------ -I-EXISTING FOUNDATION WALL TO REMAIN -Z---- F I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION ATTIC VENT TO BE PROVIDED WITH CORROSION-RESISTANT 12 12 WIRE CLOTH SCREENING, .. ......... HARDWARE CLOTH OR ................................................ ................................ .............­­ 5 SIMILAR MATERIAL. TYP --------------------------- ---------------------------------------------------------------- .................................................. .............. .......... ........ ------------------------------------------------- ...... ....... ............... -------------------------------------------------- ---------------- ROOF CONSTRUCTION 4 12 30 YR. ASPHALT SHINGLES 300 SAT FELT ICE4 WATER SHIELD ---------------------------------------------------­­­­-------- .............................................. -----------­­.............................................................. .... ..... ..... . ......­-- --------- ------------------- -------- ----------------------------- -------------- --------- ................. - ---------------------------------- ---------------------------------------------------------------- ----------................ ................................................---. ------- --------------------------------- --------------------------------------------------- ---------------------------------- ------------------------------------------- .............. ...................---------- LOU) END OF ROOF ------- .................... -------------..................................................................-------------- ----------------------------...................................................................................................................................................................... .................................................. NEW 34' HANDRAIL NEW WALL CONSTRUCTION AROUND TERRACE PERIMETER - VINYL SIDING (PER OWNER) TYvEc HOUSE WRAP 1/2'CDX PL'r5OARD 2'x6' J WOOD STUD6 ,01rol"O.C. 5-1/4' ii BATT INSULATION TYPE 'X' GYPSUM BOARD (T45 FINISH) ------------------------ ------------------------------------ ----------------------- -CXW1450 -CXW1450 FTN L M AAP FLOOR 7 - t.__.- 2ND - - - - - - - - - - - - - - - - - IR> IEWED BY ZBA --------------------------------------- ------------------------- --­----------------------------------- DEC SION# EXISTING VYNIL AT 'D: A ------------------------ ......... -------------­----- ...... -------------------------- ------------------------- ----------------------------- ...... L 34HANDRAIL; SIDING TO REMAIN -- I i AROUND TERRACE PERIMETER ENGINEERS ..........Z..... --------- EXISTING PL ENGINEERING, P.C. EXISTING VYNIL Ow L EXISTING EXISTING EXIS ING WINrl EXI !:,I INC: W1 WINDOW ING WINC. WINDOW WINDOW 486 SUNRISE HWY,STE. 100B SIDING TO REMAIN LiLIST LwJ • ROCKVILLE CENTRE,NY 11570 EXISTING VYNIL TEL(516)599-0136 SIDING TO REMAIN-t-� EXISTING VYNIL FAX (516)599-3419 I IST FLOOR SIDING TO REMAIN1--' INFO@PLENGINEERING.NET r-j PROJECT ---------------------------------------------------------------------------------------------------------- -I-EXISTING FOUNDATION -I-EXISTING FOUNDATION 1400 SALT MARSH LANE WALL TO REMAIN "al WALL TO REMAIN PECONIC NY DRAWING NAME Fj Ll Ll PROPOSED L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ELEVATIONS AND PROPOSED SOUTH ELEVATION SKY PLANE SKETCH PROPOSED WEST ELEVATION //--------------------------- 6CALE:I/4'=I'-0' SEAL & SIGNATURE ------------ DATE: 12/08/22 .............. .............. SCALE: ........... o.: ................._._-- ,. ---------- 0 DWG BY.: LYS DWG No. ILI z w A., 2 A-1 02 v 450 450 CL fyL tu L CL 10 w 3OF3 450 4S' I z/ ------ 7,--7 H A ... ...... OCT 0 2 2023 '165' FT FROM PYRAMID LAW DIAGRAM PROPERTY LINE 6CALE:I'=I0'-0' } f SURVEY OF PROPERTY SITUATE PECONIC SoLTSDTOWN OF SOUTHOLD NG ISUFFOLK COUNTY, NEW YORK OS.C. TAX No. 1000-68-03-02 SCALE 1 "=20' K ON •BUY 24,2p12 JULY 249 2012 AREA = 18,915 sq. ft. 7 6.1 (TO TIE LINE) 0.434 ac. E J' N 5.11'19 wn aN JUL 24 2012 'Y' CERTIFIED TO: 4 1 Ng 11AN0 nPP� "1G" a0. DORINDA J. OLIVER re" 00 JJ —6 OCT 0 2 2023 cT' — —14 NOTES: 0 10 _ f i —226 \38 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM O., 10 = = f =230EXISTING ELEVATIONS ARE SHOWN THUS:,a18234EXISTING CONTOUR LINES ARE SHOWN THUS:_ o _ _ _222 1 ' / F.FL. - FIRST FLOOR 24— J _ / / ! i ! --40 G.FL. - GARAGE FLOOR 26� _��� / / / i =424 TB - TOP OF BULKHEAD 28� --�u�� / / / / 4 BB - BOTTOM OF BULKHEAD 30 1--�Z / i / '� / i —46 TW - TOP OF WALL 34_ _ — — , i / / / / —48 BW — BOTTOM OF WALL 54110- 42— A4- 46- 442— 46— — — i�G` i OP 48 N� 49.9 / x50.71 -5u TA .00 49.7 50.8 5C��"�0 49 �E 5 Na 4 CO��P Q�0�0 No �'� 49.0 99 \ r�0 'b J" NO Oc�NC� 99 yO�y - --- Nor ^___ -�___- .. ..-.._.283 es,3x._. - - --_ •J G1 �....� 4 8....,:. 45'9 _ - --. 48 s. / k 46.7 / NN d} �, x45.6 �46.1 � 46 — i a /1 44 _ 43.5 45.5 /I r 4 . x42.6 44— / di. a / y X 42-3 / 'fj� 43.1 g Tp 4 4 i x-iu r 42 _� 4 1 40.1 / 40 I _ mwp pRFJ / x 8 38.9 j! 39.2 33,.4 100.00 , . jOVERHEAD vnREs 0.O ' 3 d:• 374A. ST4900 Ran° vnREsSSION • UL 12-5 a . 0moma : . '� o� roPEN" 37.0 : 4 WAY . . 33' RICHT. OF e C 6 7LA E 0��o (SALT M - --� 'O! �3r 00, ND TR UST 1y1 PECONIC LA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YYRF STATE LAND TITLE ASSOCIATION. � F *1 t p1 Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 TUTION. CERTIFICATIONS ARE NOT TRANSFERAB!-E. FOX 631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SF 1 SOU P.O.Box 1179 54375 State Route 25 �� j/y� Southold, NY 11971 J�tnew(cor.Main Rd. &Youngs Ave.) h0 lQ Southold,NY Telephone: 631765-1938 kLFwww.southoldtownny.gov J4-(,l2-1c Iz3 Received PLANNING BOARD OFFICE TOWN OF SOUTHOLD DEC 012023 MEMORANDUM Zoning Board of Appeals To: Leslie Weisman,Chair Members-of the Zoning-Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date November 29, 2023 Re: LWRP Coastal Consistency Review for ZBA File Ref PABLO LEON#7853 SCTM No. 1000-68-3-2. PABLO LEON #7853. - Request for a Variance from.Article XXII; Section 280-116A(1) and the Building Inspector's September 20,2023,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 100 feet from the top of the bluff, located at: 1400 Salt Marsh Lane(adj.to the Long Island Sound),Peconic,NY. SCTM#1000-68- 3-2. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as EXEMPT from the LWRP review. The proposal is for a second-story addition. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney COUNTY OF SUFFOLK E - - �� OCT 2023 STEVEN BELLONE _ SUFFOLK COUNTY EXECUTIVE dd DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA DEPUTY COMMISSIONER October 26, 2023 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal He Number Wagner/Schweizer-Breezy Shores#14 #7850 P Kevin Kelly/Bridig Gillespie #7852 D Pablo DeLeon #7853 1) FI School District(Ferry View LLC) #7854-t� 1000 Soundbeach Dr. LLC #7858 D NF Project LLC #7859'7 Sean Norris #7861 SE-7 Very truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG■100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■HAUPPAUGE,NY 11788-0099■ (631)853-5191 L l � RECEIVED y FORM NO. 3 OCT 0 2 2023 TOWN OF SOUTHOLD Zoning Board of Appeals BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 20, 2023 TO: Pablo Leon 486 Sunrise Hwy, Suite 100B Rockville Centre,NY 11570 Please take notice that your application dated August 25, 2023: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 1400 Salt Marsh Lane,Peconic,NY County Tax Map No. 1000—Section 68 Block 3 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 18,914.56 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(1), which states, "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows the construction at 45'-9"from top of bluff. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,ZBA RECEIVED APPLICATION TO THE SOUTHOLD TOWN BOARD OF.WPEAUI 0.2.2023 AREA VARIANCE House No. 1400 Street Salt Marsh Ln Hamlet Zoning Board of Appeals SCTM 1000 Section: 68-3-2BIock: 3 Lot(s) 2 Lot Size: 18,915 sq ft Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): Pablo Leon Mailing Address:486 Sunrise Highway Suite 100B Rockville Centre,NY 11570 Telephone:516 319-4705 Fax: Email:paul@plengineering.net 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 and DENIED AN APPLICATION DATED 9/20/2023 FOR: Q Building Permit ®Certificate of Occupancy ®Pre-Certificate of Occupancy ®Change of Use ®Permit for As-Built Construction ®Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: ®✓ 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 p j 0 2 2023 REASONS FOR APPEALeals 1 Zoning Board of App (Please be specific,additional sheets may be used with preparer's signature notarized):__�• 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: The proposed addition has been designed to seamlessly blend with the existing architecture of the neighborhood. Its design adheres to the prevailing aesthetic and maintains the overall character of the area.With careful consideration of the surrounding homes and their architectural styles,the addition is intended to complement,rather than disrupt,the neighborhood's character. Its scale, materials,and design elements have been chosen to ensure that it harmonizes with the existing houses,preserving the unique charm and identity of our beloved neighborhood. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The zoning requirements permit the additional square footage, however constructing a second story is the only option that avoids the need for variances concerning the sides and rear yard in order to obtain the desired additional square footage. 3.The amount of relief requested is not substantial because: The additional square footage falls within the zoning limits of 2,100 sf plus 12.5%in excess of 10,000 sf, up to a maximum of 3,350 sf.Additionally,the existing rear yard dimension will only be reduced by 4 feet. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The addition will only increase coverage area by 0.58%,with the existing coverage at 6.15%and the proposed coverage at 6.73%.The storm water that will flow through the additional covered area will be directed to the existing drywells as required. 5.Has the alleged difficulty been self created? iD Yes,or 0 No Why: The need for the variance arises from the existing conditions and requirements set forth by the zoning regulations.The property owner did not intentionally create the situation that necessitates the variance but is seeking it in order to align with the zoning rules and address their legitimate s ace requirements within the established constraints. • Are t)�iere any Covenants or Restrictions concerning this land? {x}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 tiled 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 one(1)year terms. IT 1S THE PROPERTY �L1A�OW,;gER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED �Q•. FR TE ••.•.'•. AME DESCRIBED HEREIN. � OF NEW YORK NOTARY p RI.IC 'p Quallned In •p _ Namu county Signa re of Applicant or Authorized Agent 's�3;ot7rt62261>e�:oIN �.• (Agent must submit written Authorization from Owner) AI expiRo�`��,, 00""011111611 ornto before me this a g day jo,f &,A, Et ,20 3 Notary Public I RECEIVED Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION OCT 0.2'2023 �gS3 APPLICANT: Pablo Leon SCTM No. 1000-68-3- Zoning Board of Appeals 1.For Demolition of Existing Building Areas Please describe areas being removed:No areas of the building will be demolished during this alteration. H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: None Dimensions of new second floor: 36'-2"x 24'-5" Dimensions of floor above second level: N/A Height(from existing natural grade): 30 feet Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: Basement is existing III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Existing 1 story building with existing Basement level which will not be modified in their floor area. Number of Floors and Changes WITH Alterations: Addition of a second story.The second story will contain a single master bedroom with a w.i.c.and 2 terraces.Addition of one staircase to access the second floor. IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 1,163.04 sg.ft. Proposed increase of building coverage: 1,272.69 sq.ft. Square footage of your lot: 18,914.56 sg.ft. Percentage of coverage of your lot by building area(lot coverage) 6.73% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 2,966.85 For Residential lots,is project within the allowable Sky Plane? (Please refer to Chapter 280, Section 280-208 of the Town Code): yes. Refer to drawings V.Purpose of New Construction: The main motivation behind this expansion is to create a more comfortable and _spacious environment for our family.Additionally,the opportunity to enjoy the captivating view of the sound from an elevated perspective is a compelling factor.The tranquility and natural beauty of the surroundings would significantly enhance our daily life,offering a peaceful retreat to unwind and savor the breathtaking scenery. Ultimately,adding a second story is about improving our overall quality of life and strengthening our connection with the stunning landscape that surrounds us. VI.Please describe the land contours(flat,slope%,heavily wooded, marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: The terrain slope down to the sound starts at about 50'-9"from the back portion of the building. 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 APPLICATION CEIVED A. Is the subject premises currently listed on the real estate market for sa[Zon:ing Yes X No T o:2 20 � B. Are there any proposals to change or alter land contours? � eals X No Yes,please explain on separate sheet. Board of App C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? No 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 confnin 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? The slope is located at 45'-9"from the proposed terrace E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? NO 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? NO 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? NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property, and/or the proposed use Existinq single family residence. J. (examples:existing single family,proposed:same with garage,pool or other) G?/ -C�- 3 Authorized signature Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT R�C��jvED TOWN CLERK'S OFFICE SOUTHOLD. N. Y. S3 ears Zoning Board of Rpp CERTIFICATE OF OCCUPANCY No. ?'. .2.539. . . . Date . . . . . . . . . . . ...Oatobe5. . . .1? . ., 19.66. THIS CERTIFIES that the building located at . .Vq44. Pgf. A A41. treet Map No. . . . . . . . Block No. . . . . . . . . . . . .Lot No. . . . . ®�'' k `. l. , . .+. r. . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . .a4y . . . 14. ., 19.60 pursuant to which Building Permit No. .3100.9 dated . . . . . . . . . . . .414* . .W ., 1900., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The -occupancy for which this certificate is issued isPrivfate on® Camila►, duel . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . The certificate is issued to . Hamilton.& .Zn*o.rwq+� rpa. . . ... . . ore. .. .. . . . . . . . (owner, lessee or tenant) of the aforesaid building. .Suffolk County Department of Health Approval . . . . . ... . .�r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building InspeCr FORK NO. 2 TOWN OF SOUTHOLD -CEIVED BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��T 0..2'223 SOUTHOLD, N. Y. S.3 p FZoning Board of Appeals BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 3160 z Date .......................•.... .....�q *.. . .... ., 19.. j. Permission' is hereby granted to: . ..................... .C �.. t �3•. � ............................... ......Vailtvio ... .Pa-w................................... to ... . •i: ct apt a cam : .. of premises located at . ?j ,• • � � ,8 �, w. . ............................. ..................................•. ., � � . . . :p....................................................................................... ................ pursuant to application dated,................................ o- Y.....14...... 19...66., and approved by the Building Inspector Fee $... oQ ............ .......... t, � � �t r ................- Building Inspector -H 617.20 Appendix B Short Environmental Assessment Form OCT 01208 Instructions for Completinla ZoninclBoard of Appeais Part 1-Project Information. The applicant or project sponsor is responsible for the completion of P�xt.,1.Response become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Municipality Project Location(describe,and attach a location map): 1400 Salt Marsh Ln Peconic NY 11958 Brief Description of Proposed Action: Construct a second story of approximately 24x40. No change of number of bedrooms or use of Occupancy. Name of Applicant or Sponsor: Telephone: 516 319-4705 Pablo Leon E-Mail: Paul@plengineering.net Address: 486 Sunrise Hwy.Ste 1006 City/PO: State: Zip Code: Rockville Centre NY 11570 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? x 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: x 3.a.Total acreage of the site of the proposed action? 0.483 acres b.Total acreage to be physically disturbed? 0.029 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.483 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial 16 Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, fir—`' w NO YES N/A a.A permitted use under the zoning regulations? X OCT 0.2 2023 b.Consistent with the adopted comprehensive plan? !�3 X 6. Is the proposed action consistent with the predominant ch acre iof Jhe gxistiifg buflf)63' t iral NO YES landscape? -- X 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: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X Proposed addition will meet with the requirements of the NYS energy conservation code. 10. Will the proposed action connect to an existing public/private water supply? N07 YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO j YES Places? X b.Is the proposed action located in an archeological sensitive area? X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: X 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban 0 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? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, X a.Will storm water discharges flow to adjacent properties? ONO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? X If Yes,briefly describe: ❑NO in YES The proposed addition roof will be provided with new down spots connected to the existing storm drywells. Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? X If Yes,explain purpose and size: T I 19.Has the site of the proposed action or an adjoining property beena location of an active or closed NO YES solid waste management facility? T zoning Board of Appeals X If Yes,describe: L 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? X If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE } Applicant/sponsor name: Pa Date: �L`011y, - 23 Signature: 4 Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning X regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? X 3. Will the proposed action impair the character or quality of the existing community? X 4. Will the proposed action have an impact on the environmental characteristics that caused the X establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or X 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 X reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: X a.public/private water supplies? b.public/private wastewater treatment utilities? X 8. Will the proposed action impair the character or quality of important historic,archaeological, X architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, X waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 i No,or Moderate ECEI�' D small to large �3 impact impact may may OCT 0 2 202 occur occur 10. Will the proposed action result in an increase in the ptential for erosion,flooding or drainage X problems? 7oninq Board of appeals I 11. Will the proposed action create a hazard to environmental-resources or human health? — X Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ 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 OCT 0.2 2025 APPLICANT/OWNER zoning 30ar d of Appeals TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Leon,Pablo (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit X Variance X 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. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater 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 this an day of ,2001--l' Signature -Cit Print Name Pablo Leon Town of Southold R�C1= VED LWRP CONSISTENCY ASSESSMENT FORM OCT 0.22023 -�S- o A. INSTRUCTIONS Zoning Board of Appeals 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 necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 068.00 -03.00 -002 The Application has been submitted to(check appropriate response): Town Board 13 Planning Dept. 0 Building Dept. © Board of Trustees 13 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 13 construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license,certification: 177 Mu Nature and extent of action: Request of variance for the addition of a second story which will house one master bedroom with one bathroom and a W.I.C.The amount of bedrooms will remain as 3.one of the small bedrooms in the first story will be modified to allow for the staircase to access the second story. Location of action:1400 SALT MARSH LANE RECEIVED Site acreage:0.483 acres O C T 0.2'2023 Present land use:Single family residence Zoning Board of Appeals Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Pablo Leon (b) Mailing address:486 Sunrise Hwy.Ste. 10013, Rockville Centre, NY 11570 (c) Telephone number: Area Code(1 ) 516-319-4705 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 0 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. R✓ Yes ❑ No ❑ Not Applicable The addition fosters a pattern of development in the Town of Southold that enhances community character by aligning with the existing architectural aesthetic, preserves open space as it adheres to zoning requirements without encroaching on surrounding land with the exception of the overhang terrace which reduces the rear yard by only 4 feet , makes efficient use of infrastructure by building upon an already established property, makes beneficial use of a coastal location by respecting environmental regulations and providing public access where applicable, and minimizes adverse effects of development by staying within specified limits, ensuring sustainable construction practices, and minimizing potential negative impacts on the coastal environment. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 171 Yes 11 No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria © Yes 0 No ® Not Applicable I am committed to restoring the deteriorated and removing degraded visual components of the existing residence, in order to revitalize its appearance and improve its overall condition.Additionally, I plan to enhance the lot's landscaping to create a more appealing and aesthetically pleasing environment.This restoration and landscaping improvement project aims to not only enhance the property's curb appeal but also contribute positively to the neighborhood'Ls"aacIVE®Attach additional sheets if necessary 2 2.023 NATURAL COAST POLICIES rd of Appeals Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ® Yes 0 No[3 Not Applicable I will protect any of the existing indigenous plants from loss or disturbance to the extent practical in all phases of construction. FRECcEIVED OCT tj LUL) I Attach additional sheets if necessary I Zoning Board of Appoai5 l� Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes []No© Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable I am committed to planning for proper and effective solid waste disposal before commencing construction.To ensure responsible waste management, I will arrange for construction containers from a reputable third-party provider. These containers will be strategically placed on-site and will be promptly removed once they reach full capacity.This proactive approach not only maintains a clean and safe work environment but also aligns with our commitment to responsible construction practices and environmental stewardship. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. n IF] YeZ1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable the existing passage along public trust shorelands will remain substantially unobstructed. OCI �.2S� eats Z01,jing Board of APP Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No© Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No© Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable I am dedicated to promoting energy efficiency through design upgrades for the existing residence.This includes the , installation of batt insulation to the new walls on the second floor as per NYS code, upgrading the ceiling insulation in accordance with the New York State energy conservation code and replacing all fluorescent bulbs with energy-efficient LED bulbs.These enhancements not only reduce energy consumption but also contribute to a more sustainable and environmentally friendly living space, aligning with modern energy conservation standards and our commitment to responsible homeownership. Created on 512510511:20 AM ; EIVED ftit , OCT 0 2 2023 ?oning Board of Appeals r S4 ' yl r all Pablo Leon, September 2023, East elevation r 3 .rc ate- - .- •_ ♦'�' _ �'�'-�-` - .:: r tii — � t r .,c aN Pablo Leon, September 2023, South elevation I OCT 0 2 2023 4 i4g• p, 43 *' ...'kms .,(�' •1. 1.� - -N I ON - a� -49 zz log, Aw Pablo Leon, September 2023, North elevation CEIYED T 0 2 2023 Board of Appeals i MOW— Jul O -•-- Pablo Leon, September 2023, West elevation !` !7 fir OCT 0 2 2023 l• � -,t rd of P�ra,.. r •yY..t `� Tr Pablo Leon, September 2023, West elevation ; . t R 1 41 RECEIVED OCT 0 2 2023 Zori'g C^ Pablo Leon, September 2023, East elevation OWNER • STREET VILLAGE DISTRICT SUB. LOT �v FORMER OW N E � ACREAGE (,3 m ^ H p �,a� S W TYPE OF BUILDING f e..•a" _L'd•wX"`'�^' .: ""f -.~ `"�, ^,.w�,,,C°•`a^'�..,. > @ ! f __. _ a ..f �•f•, �''-� ' v .�,.E, Cie < ZES. gyp` SEAS. VL. FARM COMM. IND. CB. i MISC. __. ND _ '" tMP. TOTAL DATE REMARKS _..._...._.. .____... ._.....__........._._.__............:.. ._. _•......_. _._.._�__. _ _....._...-.......-._ ..............- _._._..__.-._._...... __ ,- ' �°✓ 3 6 0 6 _..._._. �..... _.__ T ro� e' f f ° E .St � - air'-C� f j' C> Ci ate' AGE BUILDING CONDITION _._.-_..._..._................._...--- - —__----____..._-....................... _.. --:._.._.._....._......_........---- --._..._.------.....__.............._......................................._......- —-.._.. NEW NORMAL BELOW ABOVE ' .......... .---...... _- ----....._..... ........__......_.... ........_......._. .__ Form Acre Value Per Acre Value _ —_ ....._....... t " CII[uu'ad I tillable 2 ...................... . _._........... --._...__.....-...._..-... _ .............._................................._.._.......-----._— _ tillable. 3 N TOWN OF SOUTHOLD - ....... ...................................__ �.. __ �_..o- ... --__.._..._..i-._.._.._._._..._....- -- ................... _...._... _._.... ..................................._................._......_..............._........__................_....._ __ _ _._ ._...... Naodlarid �, �. � _..._.._....._.......................................- _.. _ _ _ ____SFP.._1...9.....2023....... ...._........._......... --_."_.__..........................._...... ._...._..___.._....._._._.__.._._....._...-. �--_-®} ______ __...s )warnpland ►— "� I 3rushiand House Plot - .................:.... ..............�_....._.........._..._...---- ............ -- -. _.........._.,.._...........................w..._.._ ._..._..........._.. ........... _..__..._..._..........I.._ _..... .__ _...........__....................__... ----.................._.._............................._.. ---- ... ............... _..._.. i 9 rctal )At, Al i crs n. � z.... LtJ O. C3 i ..... s vc) ._._........... -- ............-_...._.. rv� o f" <)_ —------------ - - .......... _ vA. Bldg. s r _ Foundation : ,, / Bath ____------...._.._..._........---- I -------- - - - -- -------..--------- _xtension i Basement j Flo ' I .. .. __.._.._.- --x on ` Ext. Walls f f! Interior Finish ' wxtension Fire Place Heat �^ i -{ ' .... ., � ....... .... . .. ............ Porch Attic ' '/. . Porch Rooms 1st Floor 3reezeway Patio Rooms 2nd Floor 3arage { Driveway t - -- — �. B. _......—_._—_�— ...._......................._..._..... _..__......._............... _.---._. �cE-IvE® 111111111111 IIIII IIIII 111111111111111HE 1111111111111 OCT 2 2023 �&3 1111111111111111111111111 2oni�oard of Appeals SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 08/18/2023 Number of Pages: 5 At: 12:57:50 PM Receipt Number : 23-0106062 TRANSFER TAX NUMBER: 23-02205 LIBER: D00013214 PAGE: 573 District: Section: Block: Lot: 1000 068 .00 03.00 002.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,100,000.00' Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $22,500.00 NO Fees Paid $22,900.00 TRANSFER TAX NUMBER: 23-02205 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT SILL Vincent Puleo County Clerk, Suffolk County a , RECORDED 2023 Aug 18 12:57:50 PH Number of pages Vincent Puleo CLERK OF SUFFOLK COUHT4 This document will be.public L D00013214 record. Please remove all P'573 Social Security Numbers DTU 23-02205 prior to recording, Deed/Mortgage Instrument Deed/Mortgage Tax-Stamp Recording/Filing Stamps F,Fs--; @,E 3 FEES Page/Filing FeeMortgage.Amt 1.Basic Tax OCT 0:.2 2023 Handling 20. OD 3 2. Additional Tax. TP-584 Sub Total Zoning Board of Appeals Notation spec.JAssit. or EA-5217(County) Sub Total ✓/✓✓ Spec;/Add. EA-5217(State) TOT.MTG.TAX Dual Town�- Dual County R.P.T.S.A, � �✓DHeld forA ppoin ment Comm.of Ed. 5. 00 a l ' Transfer Tax l /% Affidavit Mansion T�x The prope red by this mong ge is Certified Copy or will be. ved by a one or two NYS Surcharge 15. 00 �� family dwelli, r only. Sub Total YES or NO Other Grand Total _ If NO,see appropriate tax clause on page;F of this instrume t. 4 Dist.100( 23031301 iaoo o6soo 0300 002000 5 Community Preservation Fund rr�, Real Property PTS Consideration Amount$ T.aVJAA Age cye y CPF Tax Due $ Verification Improved 6 Satis acbonsID s argeslReleases List Property Owners Maiing Address RECORD&RETURN TO: Vacant Land Michael d. Hassin Esq. TD 330 Sunrise Highway suite 200 Rockville Centre, NY, 11570 TO TD Mail to: Vincent Puleo,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Judicial Title Ins www.suffolkcountyny.gov/clerk Title# 14$757 8 Suffolk County Recording & Endorsement Page This page formspart of the attached Deed made by; (SPECIFY TYPE OF INSTRUMENT) Dorinde-J.Oliver The premises herein is situated in SUFFOLK COUNTY,NEW YORK, TO In the TOWN of Southold. Pablo A.Leon I n the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BETYPED.OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over w CONSULT•YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE, made the y day of JUNE, 2023 BETWEEN DORINDA J. OLIVER 1400 Salt Marsh Lane Peconic, New York 11958 = party of the first part, andOC r Q 2 2 20 PABLO A. LEON �ohlt`, 1095 Verbena Avenue yppedls Merrick, New York 11566 party of the second part, WITNESSETH,that the party of the first part,,in consideration of TEN ($10.00) DOLLARS and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of.the party of the second part forever, ALL that certain plot,,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the Town of Southold,County of Suffolk and State of New York and more particularly described as follows: SEE SCHEDULE"A"ANNEXED HERETO. BEING AND INTENDED TO BE the same premises conveyed to the grantor herein by deed dated 9120176 and recorded.on 9/27/-76 under Liber 8111 Page 528, TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the:premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part; in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement:before using any part,of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" when ever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: DORINDA J. O IVErV Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,.with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3296 w1 800 Westchester Avenue•Suite$340.Rye Brook,NY t0573•T(914)381.6700•F(914)361-3131 315 Madison Avenue•Suite 3028•New York,NY 10017•T(212)432.3272•F(800)329-9396 JUDICIAL TITLE 20 West Main Street•Suite 101 •Riverhead.NY 11901 s T(631)395.0500•F(631)405-3155 Title Number: 149757FA-S 0Cl 0,.2 2023. SCHEDULE Ag�3 zor�i;9 [;03rd °f 4PPeals ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Peconic, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point at the southwesterly corner thereof and which point is at the southeasterly corner of lands heretofore conveyed by Nelson Axien to Robert and Elsie Mcllroy and which point is on the northerly line of a 33.foot wide private roadway, north 82 degrees 49 minutes east, 100 feet from the intersection of said line with the easterly line of lands now or formerly of Floyd Vail from said point of BEGINNING; RUNNING THENCE in a general northerly direction along lands of said Robert and Elsie Mcllroy, north 31 degrees 20 minutes west, a distance of 291 feet more or less to the mean high water line of the Long Island Sound; RUNNING THENCE in a general easterly direction. along the mean high water line of the Long Island Sound, a distance of 80 feet, more or less, to lands heretofore conveyed by Nelson Axien to John Ranahan; RUNNING THENCE in a general southerly direction along lands of said John Ranahan, south 31 degrees 20 minutes east, a distance of 295 feet, more or less,to the northerly line of said private Right of Way; RUNNING THENCE in a general westerly direction along the northerly line of said private Right of Way, south 82 degrees 49 minutes west, a distance of 80 feet to the point or place of BEGINNING. TOGETHER with a Right of Way to the North Road, 33 feet in width running along the southerly line of the premises herein described and the northerly line of said Right of Way running the following courses and distances: North 82 degrees 49 minutes east, 352.30 feet; North 67 degrees 50 minutes 30 seconds east, 263.62 feet; North 81 degrees 22 minutes east,355.37 feet;and RUNNING THENCE easterly to Mill Lane. FOR CONVEYANCE PURPOSES 800 Westchester Avenue•Suite S340•Rye Brook,NY 10573.T(914)381.6700•F(914).381-3131 315 Madison Avenue+Suite 3028•New.York,NY 10017+T(212)4323272.F(800)329.9396 JUDICIAL TITLE 20 West Maln Street•Suite 101 .Riverhead,NY 11901.T(631)395.0500•F�83t}40 I �r_ r�1�r-�. �..�av� Title Number: 149757FA-S OCT 0;2 2023 SCHEDULE A (continued) Zoning Board of Appeals TOGETHER with a Right of Way, 20 feet in width leading from said above described Right of Way through other lands of said Nelson Axien and continuing through lands now or formerly of Henry Smith; and THENCE CONTINUING one (1) rod in width along the easterly side of lands of George Stepnoski or continuing in a southerly direction over Henry's Lane,a Town Highway,to CR 27. SAID PREMISES also being more particularly bounded and described according to Survey made by Nathan Taft Corwin 111, dated July 24, 2012, as follows: BEGINNING at a point on the southwesterly corner of the premises described herein and the southeasterly corner of lands now or formerly of Peter A. Mossel and Starr R. Mossel, which said point is on a course north 82 degrees 49 minutes 00 seconds east, a,distance of 100.00 feet from the easterly side of Lot No: 6, as shown on Subdivision Map of "Blue Horizons", filed in the Office of the County Clerk of Suffolk County, as Map No. 7974 and which point is on the northerly side of a 33 foot wide Right of Way; RUNNING THENCE from said pointr of beginning, north 31 degrees 20 minutes 00 seconds west, 253.57 feet to the line along apparent high water mark of Long Island Sound, as of July 24, 2012; THENCE along said high water mark, north 75 degrees 11 minutes 19 seconds east, 76.14 feet; THENCE south 31 degrees 20 minutes 00 seconds east, 264.65 feet to the northerly side.of 33 foot wide Right of Way; THENCE along the northerly side of said 33 foot wide Right of Way, south 82 degrees 49 minutes 00 seconds west, 80.00 feet to the point or place of BEGINNING. FOR CONVEYANCE PURPOSES The policy to be issued under this report will insure the title to such buildings and improvements erected on the premises which by law constitute real property. TOGETHER with all the right,title and interest of the party in the first part,or, in and to the land lying in the street.in front of and adjoining said premises. t TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK.STATE St a of fidewrk,County ofvGFS ss: State'of New York,County of ss: On the day of�t!/LL in the earaOpZ,3 On the day of in the year before me, a undqrsigneq,personally ap ared before me,the undersigned,personally appeared rsonally kn to me or proved a me on the basis of personally known to me or proved to .me on the basis of satisfactory eviden to be the in ' idual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to t within in ument and acknowledged to (are) subscribed to,the within instrument and.acknowledged to me that he/shelthey ecu d the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and thatislher/their signature{s} on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual , the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the Ind' ' al(s)acted, ecute ,he'ns umeM the individual(s)acted,executed the instrument. (srgna re d ce of indivi king acknowledgment) (signature and office of.individual taking acknowledgment) nunaaweallh of Pennsylvania•No Seal RECEIVED Josaph A Buckley.Notary PubUc Bucks County W Commission Commission mlxpi es O 1211212026 OCT O.2 2023 p O E USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE w YORK-STA --�enns vwuriti I ""'�r) ouard OFA State(or District dftolumbia,Territory,or Foreign Country)of BW L5 pps. On the , day of JUNE in the year 2023 before me, the undersigned, personally appeared DORINDA J.:OLIVER personally known to m or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,.the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument, and7-0 ch{nd' EduaI made such appearance before the ersigned in the ,� ` in {i ert the City or other political subdivision) (and insert the or Country or other pla the ackfjpwIP0§Ment was taken) Commonwealth of Pennsylvania•.Notary Seal (s nature and offf5a of individu2!!9rig acknowledgment} Joseph A Buckley•Notary Public Bucks.County My Commission Expires October 13,2026. Commis:Ion Number 1227727 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS SECTION 068.00 Title No. 149767FA-S BLOCK 03.00 LOT 002,.00 DORINDA J. OLIVER SOUTHOLD TOWN TO 1400 SALT MARSH LN PABLO A. LEON Recorded at Request of Abstracts, Incorporated RETURN BY MAIL TO: MICHAEL D. HASSIN, ESQ. 5STRACTSI CORPORATE d' Hassin Law Group, LLP 5t35 Stewart Avenue•Garden City,NY 9 1530 330 Sunrise Highway, Suite 200 51 6.61339 000 Rockville Centre, N.Y. 11570 INSTRUCTIONS(RP-5217-120174N15):www.grps.atateny.us FOR COUNTY US)=ONLY New York State pep>trtm®M of Cl.s1NM cod® • '� Taxation and Finance C2.Dab Deed Recorded011ike of Real Property T§Il Services ovi— ""' RP-5217-PDF CS Book t C4.Page Real Properly Trafnfer Report(all 0) PROPERTY RIFORMATION RECEIVED 11.Pmperty 1400 SALT MARSH :.ANE Location , 'enn'ECNU@JI •iflaST tiu� SOWHOLD OCT 0,2 2 untmAa 31971 023 em a mow —M— -9 L Buyer �^�;M."ON woe FneLa A. Iran* •ueTM&WHic elAar raamwme _...na Board of Appeals LMT WureuwW%Kv - mesTmr.rie ern Indicate where tutum Tax Buys am to be sem Addieg oche men buyer eedmesa(at tggorrm cf term) t tyr,,.,v cppgy Address cuter were UMMNesea w mw cn`W Taw -FT 111 goo 4.tirdicate the number of Aaeetemam► 1ell of a Pattxl (Only H Pertof s Parch)Check n may apply: Roll Pamela transferred on the dead a of Pamela OR ❑P ❑ 40L Plemmng Board vallt Subrbwtlon Authority Exude Lend \ C)It G• ;: Properly ,rsour Fir 40.Subtl1lb n Approval watt Required for Tronster ❑ Sts 're7r11 'ACRna 4C.ParmMPproved for SubtlMdon with Map Prowled ❑ 01-1VER DORINUA .; &Sellar tAt11rumFAauvern Mama rwcrwuo! uaTROMIAonrun FMTkM. •T.Select ems daacrlption which most scsaatoly,describes the Check the bases bebw as they,apply; use of the property at the time of mW: a.Ownersmp Typo is condomini ❑ A.One Faintly Re0knual s.New ConsbucW on a VerEm Land 1101.Properly located within an AtiftItural D(etrtd ❑ 108.Buyer received a.dlldosure notice indicating that the prepery,is in an ❑ Agft t ml Metric SALE INFORI&TION 11.check 011167r mine of thou conditions es applicable to transfer. A.Sofa Between Relairvaa or Former Raindwes 111,SMs Contract Date 05/23/2023 B.Sete b5wean Related Compames or Pamers in Swurms. C.One of Om euyema To also a Beeler •Ia.Date of Bawronsfor 0 Differ 01 BaOar Is GOvarnment Agency or LanditV Institution E.Weed Type not Wammy or Bargain end Soie(go"Beicw) F Sale of FreeOonal or Less than Fee b4crest f3pedy Below) '113,Fall Safe Prim 1.,1 DO,000.1)() 0 .Significant Change m Pmpery,Behveen Taxabre Stow and Sale pals H.Sale of Buttress ms Included m$ale price (Ftdl Sam est!M b the lobe form paid far the property mncgoWs parmnai supero. I Other Unusual FactorsArtading Sale Price(spe iy Belay This Payment!they Cb n the faro of cask.otlwr property m leads_a the aswmpban of Me 963 or 0ltreroblrgatlons.)Pleasemuneloft noes(wa01edoMramount w j'Norte Commenpsl on Condition; 1141,Indkab the vain of personal 0 Pmpwty Included In the win on ASSESSMENT INFORMATION-Data should reflect the latest Final Assessment Roll and Tax 13111, 11.1lsarOfAssessmonlRollfmmwhIct Inf rmavontakenlM 22 'V.ToWAssesedValue 4,900 •fB Property Case 260 _ '19.School DidrlctNsma SOU'THOLD 'i0.TORUP khmit Mts)Moti Iderr ilfarts)IR more Seo four.aWA sled with mddMonal Iderttitlerts)) 7000-0fiB.0C-03.00-QU::.000 E!2LIMION I Curtly that a0 of the harm of Information ordered on this form am true and cotrsct(to the but of my knordsdge,and boM and I understand mat the mottling of seg outhd false sWemontofmatorlelfact herein subject meto".Pmvlsionj stirs.WWIlow-ruWIvototemahkgendfilingoffalseInstrumsms.. AFI d E9AISIMAIIIRE MWER DKrAGIJKEQMATM lEwer urmrnetxefw ow hya.Nue itbww in ll.Grocslr.=56-01an,co'vaatm.FW 11690 fOmaabr.mama WTtv Ih to r4t ana=ww wQ.Mo ",qpWa rducvv.rwnnnumvmummstvramnd'dsr vvhM�s'hagyamhr r wvr aria re ry.►crvuernmm•gvd.gmlo xamiw ym.n rix ertund TYae arprmm ehuly,r naulRanawTURE V DATE 9IlYER BIGNATl1RE LEON unBLO A. •Ma"me FeroTW4C 6/Z//z3 eauerxx •rwammomnraMontmisaawwm �/ eurEre pprurnem DATE l rlgg V RR SNA AVEN)Fr •SWETFAAMM •a11Fl.TINYE d n 5 F.FRitICK - NY 11566 •Cnvoe Tv M WAR. 'anaoaa RUYMS AT[Qa!'lEY HAS"SIN, ESQ. MICHAEL D. 1 e + e LAST W IAL MIST-WE a. ZBA CHECK FEES - 2023 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 10/2/2023 Leon, Pablo 7853 $750.00 2635 10/13/2023 10/10/2023 Ferry View LLC(CV) 7854 $1,750.00 1311 10/13/2023 10/10/2023 Forni,John 7855 $750.00 100634 10/13/2023 10/11/2023 411 Equestrian Av LLC 7856 $2,750.00 3780 10/13/2023 10/12/2023 FI Union Chapel 7857 $750.00 3781 10/13/2023 10/12/2023 1000 Soundbeach Dr LLC 7858 $1,250.00 1059 10/13/2023 10/12/2023 NF Project LLC 7859 $750.00 1313 10/13/2023 I $8,750.00 I RECEIVE® 0 CT 1 3 2023 Southold Town Clerk n of Southold r.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/16/23 Receipt#: 315723 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7853 $750.00 1 ZBA Application Fees 7854 $1,750.00 1 ZBA Application Fees 7855 $750.00 1 ZBA Application Fees 7856 $2,750.00 1 ZBA Application Fees 7857 $750.00 1 ZBA Application Fees 7858 $1,250.00 1 ZBA Application Fees 7859 $750.00 Total Paid: $8,750.00 Notes: Payment Type Amount Paid By CK#1059 $1,250.00 1000 Soundbeach Drive LLC CK#2635 $750.00 DeLeon Builders LLC CK#1311 $1,750.00 Finnegan, Law P. C. CK#1313 $750.00 Finnegan, Law P. C. CK#3780 $2,750.00 Margaret R Watt of Samuel W Fitzgerald CK#3781 $750.00 Margaret R Watt or Samuel W Fitzgerald CK#100634 $750.00 Twomey, Latham 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:7859 016100aa-6913-47e2-a2aa-42d0b6442b24 Icimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION , t° The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 7,2023 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, DECEMBER 7,2023: 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 link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-ROLAND GRANT, PRESIDENT OF SQUEST, INC.#7847: Request for Variances from Article XV, Section 280-62C; Article XV,Section 280-64B and 280-64C;and the Building Inspector's August 4,2023,Amended October 17,2023 Notice of Disapproval based on an application for a permit to demolish existing buildings and construct two public self-storage buildings (A& B),with building"A"creating an accessory apartment on the second floor and to maintain the existing 26.8 ft. by 37 ft.garage/storage building;at; 1) buildings'A and B' less than the code required minimum variable front yard setback of 70 feet; 2) buildings 'A and B' less than the code required minimum rear yard setback of 70 feet; 3)buildings'A and B', located in the HALO Zone, more than the permitted 60 linear of frontage on one street;4) building'A' proposing a non- permitted accessory apartment use;5)garage/storage less than the code required minimum front yard setback of 100 feet;6)garage/storage less than the code required minimum side yard setback of 20 feet;located at: 800 Horton Lane, Southold, NY.SCTM#1000-63-1-9. 10:10 A.M.- DEAN COMPANY, LLC.#7849: Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's August 21, 2023, Notice of Disapproval based on an application for a permit to construct a front porch and legalize an "as-built" rear deck attached to an existing single family dwelling; at; 1) proposed construction less than the code required minimum front yard setback of 40 feet; 2) 'as built' deck less than the code required minimum rear yard setback of 50 feet; located at 180 Teepee Trail, Southold, NY.SCTM#1000-87-2-20. 10:20 A.M.-MICHAEL V. LIEGEY#7846: (Adjourned from November 2,2023) Request for a Variance from Article III,Section 280-15 and the SOUTHOLD TOWN BD OF APPLS 2 J 016100aa-6913-47e2-a2aa-42d0b6442b24 Idmf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times Building Inspector's September 16, 2023, Notice of Disapproval based on an application for a permit to construct an accessory garage; at; 1) located in other than the code required rear yard; located at: 105 Town Creek Lane,Southold, NY. SCTM#1000-64-1-9.1. 10:30 A.M.-INDIAN NECK IV, LLC#7851-Request for a Variance from Article III,Section 280-14; and the Building Inspector's September 8,2023, Amended September 21, 2023, Notice of Disapproval based on an application to legalize an "as built" demolition (as per Town Code definition, and reconstruct a single family dwelling; 1) less than the code required minimum front yard setback of 60 feet; located at:3375 Indian Neck Lane, Peconic, NY.SCTM#1000-98-1-1.3. 10:40 A.M.-KEVIN KELLY AND BRIGID GILLESPIE#7852-Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's August 9,2023, Notice of Disapproval based on an application for a permit to reconstruct a front porch attached to a single family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet; located at: 295 Fanning Road, New Suffolk, NY.SCTM#1000-117-4-10 10:50 A.M.-JOHN FORNI#7855- Request for a Variance from Article III, Section 280-15 and the Building Inspector's September 27,2023, Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool, at; 1) located in other than the code permitted rear yard; located at 2240 Bay Shore Road,Greenport, NY.SCTM.#1000-53-4-26.1. 11:00 A.M.-PABLO LEON#7853 -Request for a Variance from Article XXII,Section 280-116A(1) and the Building Inspector's September 20, 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 100 feet from the top of the bluff, located at: 1400 Salt Marsh Lane (adj.to the Long Island Sound), Peconic, NY.SCTM#1000-68-3-2. 11:10 A.M.-FISHERS ISLAND SCHOOL DISTRICT/FERRY VIEW LLC#7854-Request for Variances from Article.III,Section 280-14;Article XXII, Section 280-116A(1); and the Building Inspector's August 11,2023, Notice of Disapproval based on an application for a permit to construct a single family dwelling and an accessory garage,at; 1)dwelling is located less than the code required minimum front yard setback of 60 feet; 2) dwelling is located less than the code required 100 feet from the top of the bluff; 3)garage is located in other than the code permitted rear yard; located at Reservoir Road, (Adj.to Fishers Island Sound) Fishers Island, NY.SCTM#1000-9-8-1. 1:00 P.M.-411 EQUESTRIAN AVENUE, LLC#7856- Request for Variances from Article X,Section 280- 45C(2)(f);Article X,Section 280-46; and the Building Inspector's September 13, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing commercial building(inclusive of expanding a second floor accessory apartment), at; 1) less than the code required minimum front yard setback of 15 feet; 2) less than the code required minimum side yard setback of 10 feet;3) less than the code required minimum combined side SOUTHOLD TOWN BD OF APPLS 3 l 016100aa-6913-47e2-a2aa-42d0b6442b24 kimf@so utholdtownny.gov AFFIDAVIT OF_PUBLICATION The Suffolk Times yard setback of 25 feet;4) more than the code permitted maximum lot coverage of 40%; 5) apartment comprises more than 50%of the principal building; located at 411 Equestrian Avenue, Fishers Island, NY.SCTM#1000-9-4-3. 1:10 P.M.-FISHERS ISLAND UNION CHAPEL#7857: Request for a Variance from Article III,Section 280- 14 and the Building Inspector's August 25, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family.dwelling (parsonage); at; 1) less than the code required minimum front yard setback of 60 feet; located at Crescent Avenue, Fishers Island, NY. SCTM#1000-9-2-12.1. 1:20 P.M.- 1000 SOUNDBEACH DR., LLC#7858-Request for Variances from Article III,Section 280-15 and the Building Inspector's August 31, 2023, Notice of Disapproval based on an application for a permit to construct an accessory garage,at; 1) located in other than the code permitted rear yard;2) more than the code permitted maximum lot coverage of 20%; located at 1000 Sound Beach Drive, (Adj.to Long Island Sound) Mattituck, NY.SCTM#1000-99-1-5.1. 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. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: November 16, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) P.O. Box 1179,Southold, NY- 11971-0959 SOUTHOLD TOWN BD OF APPLS 4 r • 016100aa-6913-47e2-a2aa-42d0b6442b24 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: November 30,2023 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. � / 7 �1/L�•.lc{C C'�..�t��Gam_ Signature Christina Henl<e Rea Printed Name Subscribed and sworn to before me, This 01 day of December 2023 Notary Signature STATE OF NEW YORK NOTAR i N \ Duanod In Albany Mnly Notary Public Stamp n D1REs3ea443 i o iiss10N IEXP\"'� SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS Southold Town Hall U Leslie Kanes Weisman, Chairperson OF SO O�� Ty�l 53095 Main Road•P.O. Box 1179 Patricia Acampora O Southold,NY 11971-0959 Eric Dantes [ Office Location: Robert Lehnert,Jr. y ,c Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) COf'J ,� 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, DECEMBER 7, 2023 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. DECEMBER 7, 2023: 11:00 A.M. -PABLO LEON #7853 - Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 20, 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 100 feet from the top of the bluff; located at: 1400 Salt Marsh Lane (adj. to the Long Island Sound), Peconic, NY. SCTM#1000-68-3-2. 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/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf ar southoldtownny.gov. Dated: November 16, 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 r Southold,New York 11971-0959 f Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: November 6, 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 December 7, 2023 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. oBelow, 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 November 29, 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 November 20, 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. Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by USPS Certified. Mail, Return Receipt 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 November 29,2023. 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 kimf(a�southoldtowM.gov or elizabeth.sakarellosgtown.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:Hsoutholdtownny.gov/DocumentCenterNiew/9694/TentativeRo112023 IMPORTANT INSTRUCTIONS: k Scan and email the USPS mailing receipts, green signature cards and affidavits to IkimM_southoldtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to fthe 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 Westermann, Donna From: Westermann, Donna Sent: Tuesday, October 31, 2023 2:31 PM Cc: Sakarellos, Elizabeth Subject: Public Hearing December 7, 2023 - Instruction letter Importance: High I Good afternoon, It has come to our attention that the instruction letter dates)for mailings and positing of sign are incorrect. Posting should be done by November 20, 2023. Affidavits of Mailing and Posting completed, notarized and returned to our office with the mailing receipts and green cards by November 29,2023. Mailings to be done by November 20, 2023. We apologize for the error, and appreciate your assistance. Thank you, Donna I�f3Vi.VVt.UU westerma liw, .Z 00"b'v+,g -Rovirol of AppenLs Towivi, of.SouthoLol t &J c�Vr0-e I southoLd, NY 1197:L A � (C231) 705120 i 1 A taserfiche Instructions• for --Zoning Board of Appeals Records V OWX OF Et SOUTflOLD MEW YOPK CA OL Gnvernxnca 3.IlTiCp$ isitin" How.Dul... %f+ ho' �bfe¢I'. �,Ma - "'i ndiiik: :?ojvdC°..ode.;•:'><OnlideP ..�rits,,;�ii";7oimRecords ,Foicns%;;, �' •-�� - .Sign up torref�-e." - --:�`:fi linutts<•"� 'FaisiIRWYYav.6�is;�`;.;Tyettii,4fLuerf<hE.: ='Far+ni'hpptiaiiiwn`s: Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche LaserPiche MbLink rnyweoua¢• �e!a i Ab".i Ygnoat Home Browse Search TownofSouthotd TownOfSouthold ! Name _ Page count %Tpmplat4 rum4.i _ Town Clerk - / A Entry Properties .. ._. .-. - y�Town:�istoran Path T—tees T<Orl_tiJ,td Zoning Board of Appeals(ZSA) Creation date .. .. ....... iiS207d,','S2:d':-,ti' Pages 2¢f Z Pirst n 2 29 Entries Last modified -J %W12'%AA Mmadata -N .mets juu assig'red 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. s , Laserfiche Instructions ZBA Files Page 2 111 Laserflche WebLink • _, "" M7YlctUnk 1 Hip AtPa: sign 0.1 Home Browse Search IownUfSouthold+Zoning Board of Appeals(ZBAf Zoning Board of Appeals Hame" ._ _ agcount Temptterlame,.. ;;:;::r.:,;�:�=•..,.�"_:::•.:�,;�: (ZBA) Mphebet-1 Inde. a Entry Properties A Boa:d Actions L—fkhe Search Guides Path i Meeting 5chedu1es Town(Jftl" tMlcPZocrnlg BOai of Appeals iZBA) _MlnuteVAgendasrLegal Notices'Heanngs Creation date u Pending 71102Go-:2:17:`5 M 'en Reports Last modified5pedal Event Permits 52372017 11:071:At.4 La T-ring Requirements ZBA DY<ial5 " R Metadata ZBA Policies ?lo meiadRl�aswgird Exceptions List Code 280-10C(3) 4 �-j Jurlspicoon Llsbng 1 I ZBA Boot of Mapped 1977 Existing Lots 189 ocedwe&ResuM :om7CmhNp.p-eneanusa2 ;-j Bulk SchMWes 5 Agreement,Cont—¢s B,Leases page I of 1 14 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. Laserf the WebLink Mywc�'vnk i M'_p-Abu+,t 5.gna,t Home Browse Search To voOfSouthOk]>Zomng Board of Appeals(:L1A)>Board ACDons Board Actions Name aage count template nzme - - - ,7 1957-1979 R Entry Properties -'S'980-1999 Path <woo TOv.11CfSCuSvIC'Zi 1a:a Be.rd of Appe.ti,tZB.A;1Rt:td At!";w, -2007 Creation date tD 2002 011&Zi:5`V%,, -^_.i 2003 Last modified 312&123;7 31:35:07 AM 2005 Metddd[a W 2006 1�0 ndtadaart".ta d551 "'2020Wed 2008 ;J 2009 - ._...._............._..._......._.I &RaW4 -040 rttNpap::menNses2 u`.1 2041 ^3 2012 '.013 ;J 2014 2015 f•q 2015 sz 2017 Pending- Above: endingAbove: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". i Laserfiche Instructions ZBA Files Page 3 1/\%1P 2017 a mea :6 fipTa 811rd JCCms Creadnn dale rott to mora amens I��'X R:>!7— ward xor— tpt? TS b]pts 9] marl aaCm .-da. A 55 aaardANom Sa a—d so —d A-1 text s9 —d If- 7= 7s —d--a n Toxo M mord xnona —a R-5 gra ='a 73 Boas xtam aE my ill .—d ANem 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 Cashel °® Home Browse Search Sort r?sultstiy: Relevance C�q Records Management 5-1dh 7016 Board Acton.33 page(s) R.Id name Ch...Field 7 Page count:83 Template name:Board Actions Fiiiiet Pave 3 Cohn and Kasten Cashel oROPERTY LOCATION:162 Lower Shingle Hill,Eisner... 1,rga-- 19,2017#7016 Cashel SCTM No.1000.9-1-26 minimus approval to remo Page 5 y 19,2017-7016,C.sh.1 SCT.No.1000-9-1.26 GRANT.the v.,,.n,-as Search mmss Page 9 COLIN&KRISTEN CASHEL SECTION 009 BLOC... oag,,20...Thomas Ahlgren(Cash,[).PO Box 342 Fish—lsland,NY... Show more information... 7018 Board Actions.56 pagcj51 Page count:56 Template name:Board Actions D?Sd 19 ANnv....r.—,rlar—,In 11;—rn ANN nage 48—axe(s)KRISTEN CASHEI-97016-Request proposed trellis located in othertha 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--l-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink r% yw=n1,n +Hdp.»"+• a, Home Browse Search TownOiSOuthotd>Zonin8Boardof Appeals(ZBA)-Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Mame page count -Template iuime Notices/Hearings '_3 1957-1979 .._-: Envy PropeNes.. - 1980-1999 .............._. ....---... L"7 2000.2009 oath Q 2010 TamoYaulhOtd`Zoi:nt¢BOu'd td App-als 2011 (ZBAjWJnuces1;iGendavte831 Wices.'l iedrinss^; -Zi 2012 . creation date n 2013 7/'.0120011:57:,0 PM 2014 Last modified ;7 2015 2016 c Metadata 2017 No me-mdata assvgned Page 1 of I t 1 Ent1 :ae..,. :.,: aoe�.v�..wn,i.^.rc,.x.ew.ie•sra.r.�s ta•�' -s.^.pm.R.«.e Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink hly wenun.1 HelpI Aoeuc Home Browse Search TcwrCfSouthold>Zoning Board of Appeals(ZBA)-Minutes/Agendas/Legal Notices!Heanngs>2017 2017 Name page count •Template name - - -'ZBA-01105/2017 z Entry Properties ZBA-01/05/2017 Agenda 4 Path ZBA 01/05/2017 searing 40 T:, nOtScumolGlZoning Board of Appeals TBA-0110512017 LN 3 (ZBA)NMinutes/Agendd5lLegdl ZBA-01119/2017 2 NOUCeS!Hear1rgS1201i =y ZBA-01/192017 Agenda - Creation date 12/15!20162:1'5:t a PM ZBA-02/02!2017 7 Last modified ZBA-0210212017 Agenda 4 6!19/20174:53:49 PM m ZBA-02/02!20 17Heanng 45 2 Metadata Z3A-02/02!2017-N 3 ZBA-0L16/2017 Agenda 3 No ntetdddid dSSlgnetl G ZBA-02:16/2017 Special 3 -edure&Results �J ZBA-031022017 7 Zi..Wpap-smeaNUses2J ZBA-03/022017 Agenda - 4 ZBA-03/02/2017 Hearing 65 .,; ZBA-03102.12017 LN 3 ZBA-03116,12017 Agenda 3 ZBA-03116!2017 Special 3 ZB.,"O62017 5 j ZBA-04/W/2017 Agenda 4 Z3A-04/06/2017 Hearing '15 Above: Agendas, Minutes and Transcripts are in chronological order. NuTl �. Ur ,H ; I14U " ie following application will be heard by the Southold Town E ,oard of Appeals at Town Hall, 53095- Main Road, Southold: " ie application will also be available VIA ZOOM WEBINARM Follow linkmhttp://southoldtownny.gov/calendar NAME : LEON , PABLO #7853 SCTM #m. 1 000-68-3-2 'I 'ARIANCE : BLUFF SETBACK REQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING LATE : THURS . DEC . 7 , 2023 71 : 00 AM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 0 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. Le-prl , eG.wo SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) �AU C)��-�- ikpr�g 1 SCTM No. 1000- C��,-2>-- ' - (Address (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, () Owner, ( ) Agent residing at JWD LA)eoa Aue- Wt r i&L New York, being duly sworn, deposes and says that: On the day of P0\10ywkiP 20 93, I personally mailed at the United States Post Office in6 a;;h P , 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 (i,-rAssessors, 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 applicant's property. ,f (Signature) Sworn to before me this �� ��AL14�p'•a,,� day of AWA. , 20�- .rte a�%• S61TE •••h ''s, �, • OF NEW YORK vp QAA i NOTARY Pl NI.IC ,a cAum4a = i QuallOed In • _ (Notary Public) y$: Nassau County •�'�••017116226118 i� X SS �y"� '••. ..•'•� as PLEASE list on the back of this Affidavit or on a �1►y � �,@he lot numbers next to the owner names and addresses for which notices OW ed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Postal S&vice- Postal Service- CERTIFIED I Domestic M-ail Only KM oo (17 r=1 . . � „ , •: : a a n +Domestic Mail Only 'y •�r, I ;€ (; 55 , 3 :; ,,•1 .., i1 '.;`Y '�' rt..• •":'i ".:,i ..,,:/ "� 3i' �L .'.� ♦"<7 Ev:.� Sf..'i:':P.l � ,�., r� .I .. x, .: .• .� �.„,t: S� ., �`.•rl is s' i- "u... Certified Mail Fee p,i`,; I I�71 f I Certified Mall Fee /1,.,'75 i 1�7j I �'• Extra Services&Fees(check box,add fee le�pate) o'�",.,�:�11l; rl''•e; �. •' 1. - �,; - - I �• Extra Services&Fees(check box,edd fee ps�priate) _ C3 ❑Return Receipt(hardcopy) $ I _I - ` - 11 ^”•:`'"' ❑Return Receipt(electronic) $ ❑Return Receipt(hardcopy) $ lrf•'•^`ik- Postmark`;,', , I l 9i11,Jt11 '. i�Ptistmark•,r Q til 1Il i'�•-=•,-' Her -•,.rr. � []Return Receipt(electronic) $ _ ❑Certified Mail Restricted Delivery $ _ ! I C3 ❑Certified Mali Restricted Delivery $—t n !I!! ''. �� Here t- ; []Adult Signature Required $ d i r 1111 2Q2 ;— I [� ❑Adult signature Required $ []Adult Signature ResVided Delivery$ "'_r A\O� . a _ rU ❑Adult Signature Restricted Delivery Postage 1 ,54 Postage �1 C3 $ `' 11 !ill/?IIry j''r C3 $ cs '11 !II?/?li?. r-9 IMI l�ggtage and Fees "� "� { r-R T 1 7 tags anq Fees Sent To I Sent To _ �_ ���------------------------------ = Lir.�`, X =. :: _:___ � St Apt. o Bo CO Stiee.t -d-----No.,or PROX Nom p r -------------------------------------------- Ln iW1 `y�al---------- - r Er D-' Giry :r. r .. .r.•.' :rr r r. ..r•r' Ln CERTIFIED MAIL@ RECEIPT Domestic Mail Only OU 9 a; Q Certified Mail Fee ,,• c I 157 j I Extra$eNIC63&Fees(check box,add fee 3r. , ,ri,r ` ❑Return Receipt(hardcopy) $ I I.I S{I ❑Return Receipt(electronic) $ Postmark _ 1 ❑Certlfied Mall Restricted Delivery $ ' fl 1-11! ,y -4, Here rt rU ❑Adult Signature Required $?�,, ;�-f?!! _ 2023 ' I, Ln []Adult Signature Restricted Delivery$ �""• �Ou � 6r') Postage rr rr=I` T"l Pp age and Fees = ;moi T E-3 $ I � S t o e0 St f`fid Apt. o.;sr PO Boxy `r' Fq_d- `XII ------ ' r Q' State, P (v� SECTIONSENDER: COMPLETE THIS COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3. A. Sign tura Agent I ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Rec ed by(Pri ted Nam Date of Delivery or on the front if space permits.- 1. ermits.1. Article Addressed to: D. Is de very address different f1bfn item 1? ❑Yes I -- - --- -- - ,IfY 'e%e� livery address below: E3 No Pecbnic Land Trust P.O. Box 1776 1 4 7.02? Southampton, NY 11969 NOV 3. Ser<os(1'y-p'0—T `a 11Priority Mall Express® II I flllfl Itll I'I I II II I II I I I VIII IIIII'lll I I III ❑Adut Signatue R ,-'r ❑Registered Mailrm El Adult Signature Restricted Delivery El De Mall Restricted [3 Certified Mai!® Delivery 9590 9402 67.25 1060 4377 60 ElCertified Mail Restricted Delivery ❑Signature CorifirmationTm ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) 9589 2 710 5270 0460 6190 54 ' Restricted Delivery Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Levn , Pablo SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING ?auo �-eov-\ (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, CL` C7 —Xony� residing at i(ArD )eC pe--q Z, AVS' gf-rvp(cV� New York, being duly sworn, depose and say that: I am the (4-owner or ( ) Agent for owner of the subject property On the 15 day of VNMP m �T- , 20.1,3 I personally placed the Town's Official Poster on subject property located at: "00 t--C"CA-Ir yt" UA 1 , The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be setback not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of bei (Owner/Agent Signature) Sworn to before me this Day of ml �r . , 20a5 (Notary Public) 1 t Notice Mailed to: nrP• Anthony Hughes P.O. Box 258 Peconic, NY 11958 Parcel 68-3-3 • Peconic Land Trust P.O. Box 1776 Southampton, NY 11969 Parcel 68-3-7 • Sand Lennox LLC 15 Broad St New York, NY 10005 Parcel 68-3-1 12/7/23,3:15 PM USPS.com®-USPS Tracking®Results USPS Tracking® FAQs > Tracking Number: ` Remove X 9589071052700460619047 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was returned to the sender on November 18, 2023 at 8:23 am in NEW YORK, NY 10005 because the addressee moved and left no forwarding address. Get More Out of USPS Tracking: m co USPS Tracking Plus° 0 X, Alert ® Moved, Left no Address NEW YORK, NY 10005 November 18, 2023, 8:23 am ii Forward Expired NEW YORK, NY 10005 November 14, 2023, 11:26 am Delivered, Front Desk/Reception/Mail Room NEW YORK, NY 10005 November 10, 2023, 12:42 pm Out for Delivery NEW YORK, NY 10005 November 10, 2023, 9:43 am Arrived at Post Office NEW YORK, NY 10005 November 10, 2023, 9:32 am 1 In Transit to Next Facility https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=9589071052700460619047%2C 1/2 1217/23,3:15 PM USPS.com®-USPS Tracking®Results November 9, 2023 Arrived at USPS Regional Facility NEW YORK NY DISTRIBUTION CENTER November 8, 2023, 9:12 am i USPS in possession of item ROCKVILLE CENTRE, NY 11570 November 7, 2023, 4:07 pm Hide Tracking History What Do USPS Tracking Statuses Dean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking PlusO 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 hftps://tools.usps.com/go[TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700460619047%2C 2/2 12/7/23,3:15 PM - USPS.com®-USPS Tracking®Results USPS Tracking° FAQs > Tracking Number: Remove X 9589071052700460619030 Copy Add to Informed Delivery (https://Informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. Get More Out of USPS Tracking: m CD USPS Tracking Plus Cr n W" '' Moving Through Network ff In Transit to Next Facility, Arriving Late '• December 4, 2023 P: E? f Departed USPS Regional Facility HARTFORD CT DISTRIBUTION CENTER November 30, 2023, 10:55 pm Arrived at USPS Regional Facility HARTFORD CT DISTRIBUTION CENTER November 30, 2023, 11:39 am Unclaimed/Being Returned to Sender PECONIC, NY 11958 November 25, 2023, 7:15 am Reminder to pick up your item before November 24, 2023 PECONIC, NY 11958 November 15, 2023 iAvailable for Pickup https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700460619030%2C 1/3 12/7/23,3:15 PM USPS.com®-USPS Tracking®Results PECONIC 2575 PECONIC LN ^r� PECONIC NY 11958-1443 I�1� M-F 0800-1700; SAT 0800-1300 November 10, 2023, 9:35 am Arrived at Post Office PECONIC, NY 11958 November 10, 2023, 9:27 am Departed USPS Regional Facility GARDEN CITY NY DISTRIBUTION CENTER November 8, 2023, 8:26 pm Arrived at USPS Regional Facility GARDEN CITY NY DISTRIBUTION CENTER November 8, 2023, 11:52 am ® USPS in possession of item ROCKVILLE CENTRE, NY 11570 November 7, 2023, 4:06 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirrrAction?tRef=fuIIpage&tLc=2&text28777=&tLabels=9589071052700460619030%2C 2/3 BOARD MEMBERS Southold Town Hall . Leslie Kanes Weisman, Chairperson ®�®F $®U��®� 53095 Main Road•P.O. Box 1179 Patricia Acampora ® Southold,NY 11971-0959 Eric Dantes [ i Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento �@ 54375 Main Road(at Youngs Avenue) �C® Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 October 2, 2023 Mark Terry, Assistant Town Planning Director LWRP Coordinator RECEIVED Planning Board Office Town of Southold Town Hall Annex OCT 0 2 2023 Southold, NY 11971 Sout old Town Planning Board Re: ZBA File Ref. No. # 7853 LEON, Pablo Dear Mark: We have received an application for additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpe qn By: Sr��zt,- f Encls Survey/Site Plan Pablo Alfonso Leon Date : 9/28/2023 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®��®F S®grey®� 53095 Main Road•P.O. Box 1179 Patricia Acampora ® ' Southold,NY 11971-0959 Eric Dantes a Office Location: Ar Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ®� ® a� 54375 Main Road(at Youngs Avenue) 4C®U �� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD October 2, 2023 Tel. (631)765-1809 Suffolk County Soil and Water Conservation District Attn: Corey Humphrey 423 Griffing Ave., Suite 110 Riverhead, New York 11901 Re: ZBA# 7853 LEON, Pablo Dear Sir or Madam: We have received an application for a project adjacent to a waterway, shown on the enclosed site map. The hearing on this application is expected to be held in approximately 3 weeks. Enclosed is a copy of the site map, together with the application and a copy of the area , map. May we ask for your assistance in an evaluation and recommendations for this proposal. Thank you for,your assistance. Very truly yours, Leslie K. Weisman Chairperson By: Encls. Survey/Site Plan Pablo Alfonso Leon Date : 9/28/2023 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ��0� Sf�UryO 53095 Main Road•P.O. Box 1179 Patricia Acampora �� 1p Southold,NY 11971-0959 Eric Dantesi[ c Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 0 �O 54375 Main Road(at Youngs Avenue) lycoUN'iY,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD October 2, 2023 Tel. (631) 765-1809 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File : # 7853 DeLeon, Pablo . . Action Requested : Construct additions and alterations to an existing single family dwelling. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ).Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: E sa6lel(S Survey/Site Plan Pablo Alfonso Leon Date : 9/28/2023 - OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®� S®(���� P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov C®UM�,� ZONING BOARD OF APPEALS Town of Southold December 27,2023 Pablo Leon 486 Sunrise Highway, Ste 100G Rockville Centre, NY 11570 RE: ZBA Appeal 47853,Pablo Leon 1400 Salt Marsh Lane,Peconic SCTM No. 1000-68-3-2 Dear Mr. Leon; Transmitted for your records is a copy of the Board's December 21, 2023, 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. Sincere Kim E. Fuentes Board Assistant Encl. cc: Building Department Revisions 07-23-98 12-30-98 04-2500 05-28-00 N 325 asz w 11 08-02-00 04-25-01 r 07-17-0 P&b f l 03-17-03 � 4 i VVV 02-11-04 09-10-04 03-25-05 10-30-07 02-11-08 03-26-08 09-09-08Alp 07-25-12 J OJ�O 12-18-18 �� 9 3 a ,o, f ,o Q '1 riH. i i 192 32.6A(a COUNTY OF SUFFOLK (GOLDSMITHS INLET r COUNTY PARK) S 4 s 19.3 OCG COUNTY OF SUFFO • +.LOL'�°,r>` ~' �+ GOLDSMITH'S INLET V (GOLDSM[T IKNLET g3�+� COUNTY (PECONIC INLET) IvxD[RW—taxa 19.4 1.OA 1 20 22.OA(c) 12 '> a s TRUSTEES OF THE 11.1 TOWN OF SOUTHOI 2.5A fi COUNTY OF SUFFOLK (GOLDSMHSINIET COUNTY COUNTY PARK) vO rap � x O1.5A(c) a Q 13 l\\ G 8.2 8.3 t � �a h fi 6 8.4 5 � 9.OA 'o 4 '' PECONIC LAND TRUST ^` 3 (TOWN OF SOUTHOLD 1 2CONSERVATIONEASEMEN7) N 325 q62 1 �+ ___ ____ ms MATCH —� LIN_E SEE SEC.NO.074 L vlpPm,Y nr RN4m uee.�+�to Ne. <n elw umn ------ srma daa u++ --sw-- MWnm Deme u++ --n-- LNLEss DRAxN OTLr�RrMse,Au vrmPsgnEs E Oenemeo-mm Gnv --�— smaNampbeueN9 No (21) Fue OmwLme --F-- PHwe Ovrq tem —_q-- qRE NATIINTHE FOLLITMNG dsmlels G sm lc. O scxoDL s sEWeR_ E 3peS nLN LYm ---- - DPPa dmomm v mr Datna Lrro --W-- MWwemID¢VCILm--MST-- FlRE fA HYDRANT_ N '—s" mea Om.lmmP .n Opmn Lhm -- LpMDNrc�Line ——L—— AmWu�v Duhrl 1 ——A—— —T as vwTuse_ D 23 am+ 12.1A(a)pr12.1A T°"^u^^ —__ PPndmn Leo --P-- Wawexaier Dlsnnulm--wx-- aeaeu✓rN wsEvwr< Q-1— 12.1 A(.) I.-Lma �____ error drama Llm —5-- SHEET INDEX _ N XAPM ---- ----- -. _---­-------------------------_ . ._.......................... ...- y _ _ .......... _ ......... AA i ADDITION SHEET TITLE - - - - - -- - -- . A-10� I GENERAL NOTES, O NG DATA LOCATION PLAN LEON RESIDENCE E 'r6•j4' A-10DRAINAGE PLAN 1400 T SH LANE I PECONIC NY 11958 A-102 GFA CALCULATION DEMOLITION PLANS G ,� -- - - --- o �19��G �� \ A-103 PROPOSED WOFP{< PLAN - GENERAL NOTES CONDITIONS N�S �� \ a A-104 BUILDING SECTIONS 00. S A-105 BUILDING ELEVATIONS \ A 106 ! DETAILS NYS RESIDENTIAL CODE 8301.1 DESIGN: 9502.9: FASTENING: �O \ - - 8 Itip - -- ISSUE BUILDINGS AND STRUCTURES, AND ALL PARTS OF THEREOF, SHALL BE WHERE POST OR BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR moo. - _ .. CONSTRUCTED TO SAI"ELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE AGAINST - - - _ - _ _ _ _-_ _ FOR WIND LOADS AND SEISMIC UPLIFT AND LATERAL DISPLACEMENT, ap \ - \ # DAT E LOADS, ROOF LOADS,. FLOOR LOADS, SNOW LOADS, � - - -- -- --- ---- - LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND 8601.2: REQUIREMENTS: O -- ---- - -23 FILING --- STRUCTURES SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD WALL CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED -- -- - PATH CAPABLE OF TF2ANSFERRING ALL LOADS FROM THEIR POINT OF ORICsIN ACCORDfNG TO SECTION 8301 AND OF TRANSMITTING THE RESULTING LOADS TO GG -- - -- - - THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. THE SUPPORTING STRUCTURAL ELEMENTS = 93012.1.1 DESIGN CRITERIA: 8602 6: ?RILLING AND NOTCHING - STUDS: _ -------- CONSTRUCTION -CONSTRUCTION IN REGsION5 WHERE THE BASIC WIND SPEEDS EQUAL OR EXCEED APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH - _ _- -_ - - - ;;-, ;-. ----------.g----------- _ _-- - - --_ - ..... 110 MPH SHALL BE DESIGNED IN ACCORDANCE WITH: MANUFAG -- ' URER'S RECOMMENDATION. SEE TVP. DTL. ON THIS SHEET. - -- - - - ----- ------ - - - ! --..----_-__ ._._-- -- --------- - ___--.-- .--_ - A)AMERICAN FOREST AND PAPER ASSOCIATION (AF 4 PA) WOOD FRAME 9801.2 RfUIREMENTS: -- - - - CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) HIGH ROOF A�'0 CEILING CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL - SPEED EDITION (OR) LOADS 1'1POSED ACCORDING TO SECTION 8301 AND OF TRANSMITTING THE _____--- - - ' _ -- WINDB)MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE (ASCE -1) RESULTIRls LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. - - - _ ._ _ - .- - -- __ ... . _ __... ...._..__-_.._ -_.... ......._ _ 9403.1.6 FOUNDATION ANCHORAGE R502.11: SQOF TIE DOWN: - - -- - - THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOHOLITHIC SLABS AND ROOF ASSEMBLIES SUBJECT TO WIND UPLIFT PRESSURES OF 2 PSF OR GREATER, _ WOOD SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR AS ESTAE',LISHED IN TABLE 83012(2) (COMPONENTS AND CLADDING LOADS BOLTS SPACED A MAXIMUM OF 3'-0' FOR TWO STORY STRUCTURES OR 6 O ON TABLE), ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE 930 2 3 CENTER FOR ONE STORY . . . A NUT AND WASHER WASHER SHALL BE TIGHTENED RAFTER OR TRUSS TIES PROVIDED AT BEARING LOCATIONS. IN ACCORDANCE ON EACH BOLT TO THE PLATE. WITH TAIBLE 802.11. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT \ THE UPLIFT FORCES FROM THE RAFTER OR TRUSS TIES TIES TO THE FOUNDATION "g, - GENERAL NOTES 19 - 1. THE PROPOSED WORK HAS BEEN DESIGNED AND MUST BE PERFORMED IN 12. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL j \ \ EX. WD \ COMPLIANCE WITH THE 2020 RESIDENTIAL GODS OF NYS, 2020 ENERGY HIS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS, EMPLOYEES AND \STEPS CONSERVATION CODE OF NYS AND ALL APPLICABLE RULES AND REGULATIONS ALL OTHER PERSONS PEI=ORMING ANY OF THE WORK UNDER A CONTRACT WITH 2. ALL WORK SHALL BE PER7=053MED IN STRICT ACCORDANCE WITH THE RCNYS, TOWN THE CONTRACTOR THE CONTRACTOR SHALL BE FULLY INSURED WITH LIABILITY OF SOUTHOLD BUILDING DEPARTMENT AND IN ACCORDANCE WITH ALL RULES AND AND WORKERS COMPENSATION. EXISTING- SCOPE OF WORK REGULATIONS OF ALL LOCAL AGENCIES, DEPARTMENTS OR LAWS HAYING 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND \ -ENOLOSED - __._..._..-._.........____...................._ JURISDICTION OVER ANY PORTION OR SPECIFIC PHASE OF THE WORK THE PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PORCH ' CONTRACTOR SHALL COORDINATE THE WORK WITH PUBLIC UTILITY COMPANIE5 COLLAPSE, DISTORTION AND MISALIGNMENT. ADDITION OF STORY TO A SECOND HAVING JURISDICTION. 14. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE ACCOMMODATE A MASTER 3. ALL WORK SHALL BE 1N ,ACCORDANCE WITH THE RESIDENTIAL GORE OF NEW WORK OF THE GENERAL CONTRACTOR OWNER OR ANY OTHER SUBCONTRACTORS � BEDROOM AND THE MASTER O.:. \ BATHROOM, - \ -- --------------------- YORK STATE 2020 EDITION, AND ALL LOCAL ZONING AND BUILDING CODES AND NOR SHALL HE GUARANTEE THEIR PEIFORMANCE. $T ORDINANCES HAVING JURISDICTION 15. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF HE CANNOT COMPLY ` sr E . _, X. NUMBER OF BEDROOMS WILL 4. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE WITH ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND THE BUILDING GFr GROUNDWATER 3) THREE BEDROOM PERFORMANCE OF THE WORK AND PAY ALL FEES IN CONNECTION WITH THE CODE OF NEW YORK STATE. = REMAIN ASC REE BEDR - PROJECT. \ _ _ „ RESIDENCE 5. THE CONTRACTOR WILL GUARANTEE To THE OWNER THAT ALL MATERIALS AND TOILET 4 BATHROOM NOTES : EQUIPMENT INCOR1`'ORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE PROVIDE AN EXHAUST VENT IN ACCORDANCE WITH SECTION 83033 OF THE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM DEFECTS 2020 'RCNYS' AND FAULTS FOR ONE (1) YEAR STARTING FROM THE DATE OF SUBSTANTIAL PROVIDE SAFETY GLAZING FOR THE WINDOWS ABOVE TUBS AND SHOWERS IN COMPLETION AND ACCEPTANCE OF U RK ACCORDANCE WITH 2020 'RCNYS' SECTION 'R308.4' \ \ 6. THE CONTRACTOR SHALL SECURE AND OBTAIN ALL REQUIRED PERMITS AND GLAZING AT SHOWERS AND BATHTUBS TO BE TEMPERED GLA-58 AND COMPLY j` ` ' APPROVALS FROM THE APPROPRIATE ADMINISTRATIVE AUTHORITY PRIOR TO THE WITH SECTION 8308 OF 2020 'RCNYS' INCLUDING IMPACT LOADS. COMMENCEMENT OF THE WORK FOR ALL ELECTRICAL WORK INCLUDING SWITCHING, PROVIDE NONABSORBENT SURFACE WITHIN SHOWERS TO 6 FEET MINIMUM ABOVE a POWER REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND THE 5H,0WER FLOOR SURFACE. \ 1`' '/ 6� = -- - -- . AIR-CONDITIONING REQUIREMENTS, ETC. TO MAKE THE PREMISES OPERATIONAL PLUMBING INSTALLATION, ASSEMBLY, AND EQUIPMENT TO COMPLY WITH THE \ \ AND MEET THE PROVISIONS OF ALL PREVAILING ELECTRICAL CODES AND THE 2020 PC14Y5 . FOR ADDITIONAL INFORMATION SEE PLUMBING RISER, PLUMBING EX. WD 4 ,. e3�, ----- -------------------1------------------------------------------------------------_---_. _.---- _----- _ ---- - - NEW YORK STATE BOARD OF FIRE UNDERWRITERS. FIXTURE CLEARANCE ILLUSTRATION, AND PLUMBING NOTES, SLATE WALK- I 1. IF THERE ISA DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ENGINEER HANDIC?P ACCESSIBILITY: IF APPLICABLE BY CODE OR IF THE CLIENT --------- --- SHALL BE NOTIFIED IMMEDIATELY 50 THAT THE DISCREPANCY CAN BE REQUIREf HANDICAP ACCESSIBILITY, TO BE IN CONFORMANCE WITH THE 201 -_=�_ "� -'' \ .............__................. .._.. RESOLVED. UNLESS OTHERWISE INDICATED IN WRITING BY THE ENGINEER THE C'ICC' A111.1-201-I GODS) t MORE CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR LIGHT FIXTURES, CABINETS, kr , APPLY. PLUMBIN,S FIXTURES, 8. p0 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS - ACCESSORIES, DOOR, AND DOOR HARDWARE. La \ ------------------ ._..._.................. ------------------ ............. ---------------------- ....-------------------- TAKE PRECEDENCE. IF A DISCREPANCY ARISES BASED ON FIELD CONDITIONS, • TILE FLOOR CONSTRUCTION: SET TILE ON TYPE 1 ADHESIVE, LATEX PORTLAND CONSULT WITH THEEBEFORE PROCEEDING WITH WORK OR ORDERING CEMENT MORTAR, OR DRY SET MORTAR OVER 'F15ER ROCK' AS MFTR'D BY MATERIALS, 'USG' OR EQUAL. INSTALL PER MFTR'S SPECIFICATIONS AND ANSI A106.4 OR 9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR A108B. (MIN. 3/4' EXTERIOR GRADE PLYWOOD BASE REQUIRED) -- -- LEGEND & ABBREVIATIONS THE SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED. TILE AT WALLS: SAME AS FOR FLOOR CONSTRUCTION EXCEPT (OMIT 3/4 \ _ - 10. ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION, PLYWOOD AND INSTALL 1/2' THICK 'DUROCK' CEMENT BOARD AS MFTR'D BY - $O•001 �. NEW WALL,REFER TO WALL #-NUMBER WHICH IS NOT SPECIFICALLY COVERED ON THESE DRAWINGS SHALL BE 'USG' OR EQUAL. (www.USG.com) ;= _ - PARTITION SCHEDULE FOR &-AND CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER OPTIONAL: AT WALLS SUPPORTING CABINETRY, INSTALL 1/2' PLYWOOD _- •Qd"W__. CONSTRUCTION TYPE @-AT DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. SHEATHING BEHIND CABINETRY AS A NAILING BASE IN-LIEU OF GYPSUM BOARD. __ -------------- 2049 ARCH-ARCHITECT(LJRAL) 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SAFETY OF THE OWNER TO SELECT AND / OR APPROVE THE SELECTION OF ALL FIXTURES, __------ - BLDG.-BUILDING �_� EXISTING WALL TO REMAIN C.O.-CERTIFICATE OF OCCUPANCY',, PUBLIC AND THE PROPERTY DURING CONSTRUCTION OPERATIONS AND UNTIL CABINETRY, ACCESSORIES, HARDWARE, AND FINISHES. - `� �.,� � CONST-CONSTRUCTION COMPLETION OF ALL UJORK €:€; ----- CONT.-CONTINUOUS L_____JEXISTING WALL TO BE DEMOLISHED ':; .... CL-CENTER LINE _ - CLG-CEILING ------ - ------- +X" FINISHED FLOOR LEVEL CMU-MASONRY UNIT - _._ ----- COL-COLUMN ENGINEERS - - CONC CONCRETE - - ® NEW CONNECTION POINT DIA-DIAMETER 1�E R$ ROOF I _-__.--- 1 PL ENGINEERING P.C. DTL(S)-DETAIL(S) W G> 486 SUNRISE HWY,STE. 100B I NEW BATHROOM -- '_ _- --------- DN-DOWN y 2' 21 ) ' __ --- AlWALL TYPE DWG-DRAWING !� b ROCKVILLE CENTRE, NY 11570 ''--T------;1-------'I EA-EACH w o TEL(516)599-0136 ELEV-ELEVATION 2 V SECTION FAX (516)599-3419 Tax Map . 1 ®00-068.00-®3.00-®® �®®® 1 LA AA6_- EXST'G-EXISTING IN -r- I SHEET NUMBER FL-FLOOR FO@PLENGINEERING.NET - - - ------ -------------------------------- - -------------------- - - - - - -- - I WG - - - --- - -- - --- --- ------------ FA-FIRE ALARM 411 TUB NEW EXIT LIGHT FD-FLOOR DRAIN PROJECT FDN-FOUNDATION FE FIRE EXTINGUISHER FIRE ZONING COMPLIANCE TABLE DISTRCC: R-40 S3 THREE-WAY DECORATOR SWITCH.20 FEC-EXTINGUISHER CABINET AMP, 120/277VAC.PASS&SEYMOUR FF-FINISHED FLOOR NEW 2ND FLOOR 1 _ ITEM j REQUIRED/ PERMITTED EXISTING PROPOSED VARIANCE REQ'D LEGRAND#2623-X FL-FLOOR 1400 SALT MARSH LANE GYP-GYPSUM PECONIC NY � 2' I LOT AREA (SF) 40,000 18,91456 No CHANGE CEILING MOUNTED DUAL HDR-HEADER ? EXISTING EXISTING 2 LOT WIDTH (FEET) 150 80.0 NO CHANGE TECHNOLOGY LINE VOLTAGE INCL-INCLUDING ' KITCHEN BATHROOM 1 4' C.O. OCCUPANCY SENSOR N/A-NOT APPLICABLE N - - , - ''' I --- - 115 253.57 NO CHANGE N.I.C.-NOT IN CONTRACT DRAWING NAME ---- ---- --- - - LOT DEPTH (FEET) 2 2 SINK LAV 1 " 4 FRONT YARD (FEET) 1 2 1 ' 50 69.5 NO CHANGE - N.B.-NEW BUILDING _ ____._ N.T.S.-NOT TO SCALE: r , 1 i PRIMARY FRONT YARD (FEET) 50 NO CHANGE O.C.-ON CENTER GENERAL NOTES D/Lu! WC PL-PLUMBING i TUB SECONDARY FRONT YARD (FEET) 35 NO CHANGE PREP-PREPARATION ZONING DATA AND e REQ'D REQUIRED s I ` SIDE YARD (FEET) 15 13 8 NO GHANG S.F.-SQUARE FEET E SITE PLAN c; 2, - SHT-SHEET _... IST FLOOR ; � BOTH SIDE YARDS (FEET) I 35 ' 38.6 NO CHANGE W/-WITH REAR YARD (FEET) _ 50 50.0 45.75 X ' 2' SEAL 8� SIGNATURE DATE 12/08/22 c LL LIVABLE FLOOR AREA (SQFT. PER DWELLING UNIT) 850 ! SCALE: G.O. .. .. r 2 4 i. G RADE LEVEL ., .........,.� ............... . . . :..:. '.. .> :...;, ,, < . .1 jr JOB No 21 LOT COVERAGE (PERCENT) 20 6.15 6.'i3 �ti° EXISTING LAUNDRY 1 4 I EXISTING 4' - - ........... CONNECTED TO DWG BY.: LYS ....1....................:......- ...... - -.... _._......_......_.._.._.._............. EXISTING BUILDING HEIGHT (FEET) I 35 / 25 20 30 !� C � 1- - / OSS __ EXISTING C.O. 4 EX � > �a/�� 1 y4 DWG No. y C.O. HOUSE j 2-1/2 1 2 STORIES SANITARY SYSTEM l ; u F EXISTING SINK IST APPROVED NUMBER OF STORIES TRAP MAXIMUM GROSS AREA (UP TO 20,00 5F) 2,100 SF PLUS 12.5% IN EXCESS OF 10,000 191-1.16+822.94 (2ND J SF UP TO A TOTAL OF 3,350 SF MAX. 2,143.91 FLOOR) =2 966.85 0 0 EXIST SEWER , GT5g29 ��� A�1 ,, EXISTING �... EJECTOR PUMP - - - - - - - �. � BASEMENT �'�FESS10 1 ,, Rit DESIGN CRITERIA ---- ` • 1 OF 7 r PLUMBING RISER DIAGRAM GROUND WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER AIR VV SNOW LOAD .__.... _. WINTER DESIGN MEAN ANNUAL INSULATION FOR ALL WATER 2' FIBERGLASS W/. FACTORY TOPOGRAPHIC j SPECIAL WIND WIND-BORNE CATEGORY UNDERLAYMENT FLOOD HAZARDS FREEZING r ; APPLIED VAPOR BARRIER, FITTING AND VALVES SHALL BE FITTED W/ PVC COVERS PSF SPEED(MPH) WEATHERING FRONT LINE TERMITE TEMPERATURE REQUIRED INDEX TEMP C, EFFECTS REGION DEBRIS ZONE DEPTH ca 20 130-140 NO YES B SEVERE 42 MODERATE TO 15° REQUIRED ZONE AE 1500 OR 52.9 HEAVY 1% ACF LESS --- --- --- -- - ------ -..---- ----- ------ ------- N Y : - - STORM DRAINAGE DESIGN AREA TAG ITEM RUNOFF G TRIBUTARY INCHES OF STORAGE I\U DETERMINED / AREA IN FTz RUNOFF REQUIRED (FT) SYSTEM TAG O NEW UPPER ROOF 804.24 0.58 2.0 19.8 DW LEON RESIDENCE w E - - 1400 SALT MA f'. - - - - RSH LANE - O NEW UPPER ROOF 508.24 1,0 2.0 84.2 DW-) PECONIC NY 11958 ' O EXISTING LOWER ROOF 222.36 1.0 2.0 31.1 DW-1 _ = O NEW 2ND FLOOR TERRACE 198.20 1.0 2.0 32.8 DW-1 -- ----------------- - --------- _ EXISTING DRIVEWAY 262.11 0.58 2.0 41.8 DW-1 _ -s - ---- - -- - - - - - - - - ----- ---- - EXISTING WALKWAY AND STAIRS LOWER LEVEL ) 19805 0.98 2.0 30.88 DW-1 ........y;..._.., .,,. .. .'N^viva r OffiISSUE H. , J�( , ; - --- 1,�� -= TOTAL IMPERVIOUS AREA:: 1884.26 ? "1.24 8 # DATE FOR 76• 1 7-19-23 FILING LP 0 0 N O� -- AMERICAN MADE C.I. FRAME WITH W/ SLOTTED O. \ COVER OR C.I.FRAME W/ SOLID COVER BY __ - ------- ----� NEENAH, CAMBELL OR \ - QUA- - \ \ PRECAST CONC. APPROVED EQUAL - -- __ -- - CON _... _ ...._ ... __ _._.._. E TOP SECTION --- SHALLOW DOME 2 --- ---- - FINISH GRADE-- _..... -.-- - -, ---- - -- --- �- �\ COORDINATE WITH � _-- _-- _ - - DRIVEWAY TRENCH O --- _.-------- - - - -_ -- RAIN INVERT O - - -- - -"- - - _ -- "- DRAINAGE RINGS �i 3'-0' t = - _ - _ _ - - _ \ MIN --'" ------ - - WRAPPED WITH GEOTEXTILE FABRIC -\ \ =---- ----- -_- _ _ _ - - _ - - - - - - -- - ---- - - SUPAC 4NP OR ---- _- - - ❑ I- I ___ ---- - - _---- __ APPROVED EQUAL - __ _ - _ - __ -- -- - f 1 I I � MIN -- - ''; ----------------- i ---- , - _ - _------ BACKFILL UN - \ - - - - -- - - - - - -- H LL DER AND . - \ AROUND DRYWELL WITH I � GRAND A MATERIAL GRANULAR ER L / CONTAINING LESS THAN 15ge ---- ------ _: - Y - FINE SAND, SILT, t CLAY. ct --= /_ ✓`1 (SILT 4 CLAY FRACTION NOT acn -- L� TO EXCEED 5%) - L- \ . r - JAG N ------------------- , \ _------ --- I' .....---------------------------- - - EW DOWNSPOUT / '� '1 X50 <lu � \ �� N \ � CONNECTED TO / U �I01 ILD L-. � � \ \ NEW DW-1 / z �L 1 L ::._' 1::::: [ ' I / ]CUL �...., •¢' \ .' ........_........... Il / GROUND WATER17 A -SEE PLANIwIly Z Q a 9530QQ \\ .- G / 4 \� ------ - - 7 - - zQ DRYWELL DETAIL N \ \ EX15TINCx \ GROUNDWATER NOT TO SCALE WELL 1.000, DOWNSPOUT 2 WE DN 'Z�. % NEW DOWNSPOUT NOTE `\ -�, ` ` •• •, ;';�- � CONNECTED TO NEW / \ - 0, m' \ DW-1 THERE IS NO PROPOSED WORK WITHIN THE RIGHT OF WAY / .�� _ , / NEW DOWNSPOUT / CONNECTED �� / '� DRYWELL 1 / TO NEW DW-1 --- - �\.' 00�loop�G NEW 8 DIAMETER BY 8 / -� . k• Q \ FEET HEIGHT. COORDINATE INVERT IN ENGINEERS op CsI�E.8 PL ENGINEERING, P.C. 486 SUNRISE HWY,STE. 100E b ROCKVILLE CENTRE, NY 11570 r; 0 TEL(516)599-0136 \ EX. WZ) - i FAX (516)599-3419 INFO@PLENGINEERING.NET SLATS WALK " PROJECT �S 1400 SALT MARSH LANE u _ PECONIC NY .. Rou°r1 48 PECONIC I 1958 --------...... __--- - , GENERAL NOTES I. DESIGN PROFESSIONALS SHALL NOT BE RESPONSIBLE FOR CON571: CTION,MEANS,METHODS, TECHNIQUES, OR DRAWING NAME E PROCEDURES UTILIZED BY THE �__ CONTRACTOR,NOR FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEESi OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE ,-_ _ WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DRAINAGE PLAN _ �-- $Q,QUl 2. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95 OF THE MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS - - "- = DETERMINED BY THE MODIFIED PROCTOR TEST. ----- S$2.049'00" - 3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION. 4. ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTHOLD OR AS SPECIFIED HEREIN, LATEST EDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY EXCAVATED MATERIALS. SEAL & SIGNATURE G N AT U R E \ x 4 DATE: 12_/_08/2.2__ Y: . 6. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.SD.O.T. STANDARD SPECIFICATIONS. SCALE: n ' wM --------- 1. COMPACTION SHALL CONFO>-d"I TO NATIONAL STANDARDS - -- _ 8. ALL DRAINAGE STRUCTURES SHALL CONFORM t0 TOWN OD SOUTHOLD AND SUFOLK COUNTY PLANNING BOARD STANDARD DETAILS AND f f� C.; DWG BY.: LYS SPECIFICATIONS. yU �,• DWG No. --------------- 9. ALL APPLICABLE REGULATORY AGENCIES, INCLUDING BUT NOT LIMITED TO THE TOWN OF SOUTHOLD , SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. ------------ --- _ 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH «, r A-101 {� --- ------ ALL LOCAL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. :1 II. THE INSTALLATION OF ALL DRYWELLS SHALL BE SUPERVISED BY THE OWNERS PROFESSIONAL ENGINEER (LICENSED BY THE STATE OF NEW YORKs OR A L.S. WITH A 1208N CERTIFICATE)WHO SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN OF SOUTHOLD, STATING THAT THE DRAINAGE PLAN IMPROVEMENTS HAVE BEEN INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK COUNTY,OR THE TOWN OF SOUTHOLD SPECIFICATIONS. 2 OF 7 SGALE:1/16'=1'-0' 12. ELEVATIONS REFER TO TOWN OF SOUTHOLD COUNTY DATUM. c \ \ 13. ALL DRAINAGE STRUCTURES SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S)AND SHALL CONFORM TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. Edi . \ 14. DURING CONSTRUCTION THE OWNER/APPLICANT IS RESPONSIBLE TO SWEEP ACCESS STREETS AND KEEP THE ROADWAYS FREE OF DIRT AND MUD 15. NO WORK 15 TO BE PERFORM IN THE NEW YORK STATE RIGHT OF WAY UNLESS ALL REQUIRED AND NECESSARY PERMITS HAVE BEEN OBTAINED. - - - - - - i I EXISTING I BEDROOM1 - i u EXISTINGTO BE EXISTING I NEW LEON RESIDENCE f 3 { I LIVING BEDROOM - [ 1400 SALT MARSH LANE I CONVERTED I MASTER PECONIC NY 11958 I TO TO TO REMAIN ! NEW - _ BATHROOM OFFICE - - _ REMAIN MASTERAl — .. (3)2x8 BEDROOM ... (3)2x8 - UP EXISTING GARAGE "`:: 1 TO I 1 ISSUE EXISTING # DATE FOR EX.BATH I REMAIN EXISTING I --- - -- — KITCHEN TO TO REMAIN _ 1 NEW 1 FILING 1 7-19-23 wl I - . � I REMAIN E I 1 - - I - N.... - -_-- - - - L. ... _. .. _ _. ..... - - i . _ _ 1 -... _..__ . I?_. .� ._----------- -----_.. _. -.---_- --------- t --_---_-- � -..-... --. .:_ I ---- --- ::,? I�- FLOOR AREA, GROSS IGFA) -THE CUMULATIVE AREA SHALL NOT INCLUDE THE CUMULATIVE AREA, IN SQUARE FEET, OF ALL FLOOR LEVELS OF EVERY STORY j ROOF OVERHANGS LESS THAN THREE FEET, OF ALL DWELLINGS ON A LOT, INCLUDING ATTACHED GARAGES, HAVING A CLEAR m UNENCLOSED PORCHES, PATIOS, DECKS, OPE6�l HEIGHT OF NOT LESS THAN SIX FEET MEASURED FROM THE EXTERIOR FACES OF I ''' EX. DEN TERRACES, BALCONIES, BASEMENTS, AND EXTERIOR WALLS OR FROM THE CENTER LINE OF PARTY WALLS SEPARATING TWO TO REMAIN ATTICS. BUILDINGS. GARAGE WILL COUNT TOWARDS CALCULATION ryEE EXISTING LOWER `rI ROOF /. BASEMENT GFA PLAN ': , ,y i 1 1ST FL GFA PLAN2ND FLOOR GFA PLAN �.. _O.. _... ... ......�1 SCALE:3/16'=1'-0' -- SCALE-3/16'=V-0' I �' DN DN' i r i EXISTING BASEMENT / GARAGE GROSS AREA= 98(x.88 SF EXISTING BASEMENT / GARAGE GROSS AREA= 980.88 SF EXISTING; GROUND FLOOR GROSS AREA= 1,163.03 SF EXISTING GROUND FLOOR GROSS AREA= 1,163.03 SF PROPOSED SECOND FLOOR GROSS AREA= 822.94 SF TOTAL EXISTING GROSS AREA= 2,143 31 SF TOTAL PROPOSED GROSS AREA= 2,S66S5 8F / ------ - ------- ♦ --- --- -- ♦ P/ ... w Lu Lu Ll lz z tu i Lu (Y w w ♦ (L OI a o // i , I � X11 � � � `♦ 1 a / / - L 45° ♦♦ Q' l7 //� ('' �: IIIA I ; �♦ Q J=11- 45oI S° I: I lam: j ♦ / � Y. m ♦ I , 'roB' FT FROM PYRAMID LAIN DIAGRAM PROPERTY LINE 5CALE:1'=10'-0" -- .....__........._.. ----...—.._...-- .... ---.--- _—::__- - - - _......._... ................- -- ----....-----_.------- - - --..__...}--------------------------L.....__.._._...._......_._...- - ... ... - -------...----------------------............-----------------------.......__........._-......---......_......----.._...........-- - - ----- ....... ------- ------- .. ------ ------- ------ -------- ------- ----- }-- ----.... ------ ----- ------ -----. .--... I EXISTING CLOSET I1 WALL TO BE EXISTING j EXISTING WINDOW TO BE II DEMOLISHED TO EXISTING WINDOW TO FOUNDATION REMAIN (TYP FOR ALL I ACCOMMODATE NEW BE REMOVED WALL TO ;Ij EXISTING WINDOWS) STAIRS REMAIN Fr- J !, EXISTING EXISTING EXISTING II EXISTING sTEPs To LIVING BEDROOM II BEDROOM REMAIN— - ROOM TO TO BE 11 TO REIt7AIN ENGINEERS REMAIN CONVERTED JL TO OFFICE llr- PL ENGINEERING, P.C. 486 SUNRISE HWY,STE, 100B ROCKVILLE CENTRE, NY 11570 i OI I �' a �? TEL(516)599-0136 \ \\ I1 �J FAX (516)599-3419 INFO@PLENGINEERING.NET (3) 2x8Li l3) 2 x8 77 , PROJECT �. EXISTING 3' �_ 1400 ANE 1� SALT MARSH L ' EXISTING , 'r.. I STEEL POST PECONIC NY TYP FOR 5 GARAG E TO REMAIN �- lE) cL. EXISTING EXISTING EXISTING 1� DRAWING NAME FouNDATION KITCHEN TO BEDROOM -, j z (E) BATH TO REMAIN WALL To REMAIN REMAIN d To REMAIN _-- (E) GL: AND TION --- ------- ------ ------ ----- ------- ----- ------- -. ...._ .._-- - - ---- --� ---- -- - --- -....- ---- - ------ - ------ --- ._..... ..-- ----- --... .. --. ...... j I w 0 PLANS ........... ... _........-..._................_- - ----.__....-._-....___..__......... ..__.......--..-.. - --..._.._...- ........ --------------------fu- ....--..__....._._.__ . _-.-........ __.._.........__._............. - _ ------...-- --...--.._..- ._....--- -- -----.._... ---.._._.- ----- --............_....-.... ...... -----_--- -------------- -................------..-..._..._... - -- - ...-....._... _.._....-- ......._.... - - ---------...-_L -1. ... ... -..--.. ..-- ------- ...-. ......- ------- ----- ------- ------- ------ ------ ----- ---- -------- ------- ------- ------- -------- ------- ----- ------ ----- ------- ------ ------ ------ .....-, f.m ------- ------- .._-- ------ ------ ----- ------- ------- ------ ------ ------- ----- ------- -- - ----- ...... - -------- SEAL & SIGNATURE i DATE: 12/08/22 r.� SCALE: w JOB No.: -- r EXISTING BASEMENT TO REMAIN r'�- \� � DEMOLITION GROUND LEVEL PLAN DWG BY: LYS EX. DEN TO REMAIN SCALE:1/4"-1'-0' ' ' g. ` DWG No. ;.; :e A-102 ,1A --.-----._ ......_.._....- .-----_..' 1 ...—.a.r ....... . [._......_.....1 } 1 = [ 3 OF 7 i i; =.. EXISTING r STEPS TO REMAIN ! ON f DNI; f it i i �n BI B A103 A103 40'-2' EXISTING: CONSTRUCTION < Ii 40'-2' EXISTING CONSTRUCTION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� r - T - - - - - - - - - - - 1 . w� 1 - ---- .......... .._�... .................... —EXISTING LEON RESIDENCE i ! FOUNDATION I I 1400 SALT MARSH LANE WALL TO EXISTING PECONIC NY 11958 i i ! REMAIN BEDROOM I TO BE L. _------ tL .........._.._.. - - -_..._....._ ---- _ --.............................._......_..---....__.....-------........._...--.---..__.._.._..._.._._....- — ..-..........._.._.--........__..._..._—...: I 8 i EXISTING I - -- - EXISTING i I CONVERTED I I I LIVING _.._.....--___..-- BEDROOM ,n p TO OFFICE I ROOM TO _- TO REMAIN N REMAIN -- ....... cv O I H O U Ex.13 I i U 5D/CO Ix 0 _... - .._ISSUE I _ _ .......... 1 p # DATE FOR (3) 2 8 (3) 2x8 1 U UP in ... L ... .. ...... ...._......_. _.. m.� `:M.... _.:_.......: - - t_--_-_.:_-=--:_..--::-.-- 1 7-19-23 FILING A z I I A A �7 `'� �t `� L' �r q ........ ............................... -..........................................._._.... -- ..-............................ AI03 }_ I I A103 A103 Z NEW 34' HEIGHT cn ; _ d) HANDRAIL TERMINATED O -- - X- I -- ( -- --- - - - -�- x ---- ON NEWEL POST OR -- - - - -- I-u to SAFETY TERMINAL SD//CO � i I - i i -� EXISTING 3' ( ! `n N STEEL PosT �— EXISTING I (E) CL. .._ —__.................. - TYP FOR 5 GARAGE TO j O u - REMAIN Z_ I I EXISTING _ sD/co 0 I • Lu @ I I KITCHEN TO Ln L I I REMAIN � (E) CL. EXISTING p ' EXISTING Z � BEDROOM ' FOUNDATION I 4 (E) BATH TO REMAIN TO REMAIN Z I WALL TO I � w .� REMAIN (E) CL: 0- -- � I - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - it ( <� - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SMOKE DETECTORS ARE EXISTING ON GROUND FLOOR I i ' � z EX. DEN TO z REMAIN EXISTING �� x ' Lu jX i DEN ABOVE AB3 B 0� I 1 � AI03 1 EXISTING BASEMENT TO REMAIN PROPOSED GROUND FLOOR - - - - - - - - - - - - - - d SCALE:1/4"=1'-0' I SCALE:1/4'=1'-0' I ! ! I ! I ! I 18'-WEXISTING CONSTRUCTION ! ! I ! ! I I I ! !I I ! ! I I I ! I! DN DN -I I ! ! I ! I I ! I I 1 ! ! I I ! ! I I I ! I INSTRUCTIONS FOR THE INSTALLER A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG - C-2003). INCORRECT FASTENER QUALITY, SIZE TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL 16D SINKERS ARE COMMON NAILS (8 GA x 3 1/2') AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x3 1/4'/UNLESS OTHERWISE SPECIFIED. B. BOLT HOLES SHALL_ BE AT LEAST A MINIMUM OF 1/32' AND NO MORE THAN A MAXIMUM OF 1/16' LARGER THAN THE BOLT DIAMETER (PER THE 199-1 NDS, SECTION 8.12. 1.) 44'-2' C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. D. USE PROPER SAFETY EQUIPMENT. �4'-0' 40'-2' EXISTING CONSTRUCTION BELOW E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES± FOLLOW PROPER WELDING PROCEDURES AND f-4_0 -f-41-00-,�_31-01 ,� -4 14 -5 SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S STANDARDS. F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE CxW145 CXW145 P 60 PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. - - -- - FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. ( (2)2X8 (22)2X8 (2)2X8 " G. JOIST SHALL BEAR COMPLETELY ON THECONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE I �'-I' 4181 HEADER SHALL NOT EXCEED 1/8' PER ASTM TEST STANDARDS H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 t0 1/2 TURN WITH A WRENCH, WITH m DN J CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE CARE SHOULD BE TAKEN TO NOT OVER-TORQUE PROPOSED THE NUT. i I � SKYLIGHT I m I a NEW 34' IGHT ° yl in ►n LIGHT AND VENTILATION CALCULATIONS : HANDRA xRMINATED - 1 _ BASED ON ANDERSEN WINDOWS DATA _ — ON NEWS ST OR SAFETY INAL I NEW MAWR ENGINEERS REQUIRED GLAZING REQUIRED NEW TOILET LATH OOM ACTUAL ACTUAL B/ r �Cs1,� PL ENGINEERING, P.C. j ROOM AREA SQ.FT. VENT SQ.FT. EXHAUST FAN I W G> 486 SUNRISE HWY,STE, 100B ROOM NAME WINDOW MODEL GLAZING VENT U-FACTOR SHGC 1- Q w SQ.FT. 8%OF FL.AREA 4%OF FL.AREA A I 15 CFM MIN g ROCKVILLE CENTRE,NY 11570 (R303.1) SQ'�' (R303.1} SQ'�' A103 I (o'O UP TO :i 6x6 w TEL(516)599-0136 — - - -—-— T— ROOF POST FAX (516)599-3419 in INFO@PLENGINEERING.NET FIRST FLOOR EXISTING NO CHANGE NEW TERkACE 3'-4' AI03 MASTER BEDROOM (� CXW145® 10.5 9.4 029 032 11 l-_-6x6 -- - - ---- PROJECT OO POST - - CXW145® 10.5 9.4 029 032 I x NEW SD/CO JPKROPO�T D p i 459.09 CXW145♦ 10.5 9.4 029 032 I MASTER L G 1400 SALT MARSH LANE ..._............................. ................. PECONIC NY CXW145® 36.13 103 1836 9.4 029 032 459.09 SF NEW FWH12068-4 4-1.55 29.10 030 026 � I _Q I I TERRACE DRAWING NAME SUPPLIED 89 5 613 I I µ I - NEW WIC ` SMOKE CARBON MONOXIDE COMBINATION DETECTOR AS PER N.Y.S. CODE 313. (SEE PLAN FOR LOCATION) �"°'"""�`' "" - N t PROPOSED LAYOUT - -1-- -- - - - -- - - --I - - ......................._._19...-5.................................. 10 -5 . ... SD/CO PROVIDE HARDWIRED SMOKE CARBON MONOXIDE COMBINATION DETECTORS �,-'�, I (2)2x& (2)2X8 - ONE IN EACH BEDROOM ,. f - � _-.__- _�-________�_ '- =---- -...- --- _=-_-__---- CkW149 I CX111145 ONE DIRECTLY OUTSIDE IN EACH HALLWAY - I SEAL 8. SIGNATURE - ONE IN BASEMENT DATE: 12/08/22 " > POWER SOURCE. CARBON MONOXIDE ALARMS/ CARBON MONOXIDE DETECTORS AND THE ALARM CONTROL y .. 8'10' 3'-0' 14'-5' I 13'-9' S'-0'--� SCALE: UNITS t0 WHICH CARBON MONOXIDE DETECTORS AREC CONNECTED SHALL RECEIVE THEIR PRIMARY POWER ' 44'-12' "�-- ' JOB No.: FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP SYSTEM THAT c AUTOMATICALLY PROVIDES POWER FROM ONE OR MORE BATTERIES WHEN PRIMARY POWER IS INTERRUPTED. ,!f DWG BY.: LYS y- WIRING SHALL_ BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR DWG No. &4 OVERCURRENT PROTECTION. ' �„ MOKE SMOKE CARBON MONOXIDE COMBINATION DETECTORS TO BE HARDWIRED IN SUCH A WAY THAT THE , :, .�,«,•, ,-��-�. - EXISTING LOWER i'I A-1 03 s�' ACTIVATION OF ONE WILL ACTIVATE ALL ALARMS CARBON MONOXIDE AND SMOKE ALARMS t0 BE to �.��� I I � ,• ,>��� '� cW,:�.,M.•6r ROOF I x• , . a HARDWIRED AND TO HAVE BATTERY BACK-UP. • _"�• DESM14ATIONFOR ffiTRUCTURAL , � ' ,e �P ser.ao aaz w3 rm e6Knr COMPONENTS T"T ARE OF -•; TRUSS TYNE CONSTRUCTION ^� EQUIPMENT. CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR .*.. --- --- " GAN/GSA 6.1Q�. CARBON MONOXIDE DETECTORS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL , Rte,"•,,�, 2915 AND SHALL MEET THE SENSITIVITY TESTING AND ALARM THRESHOLDS OF UL 2034 OR CSA 6.19. CARBON 1 I- -- - - -- - - -- - - - - - - - -- - -� PROPOSED SECOND FLOOR 4 OF 7 MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH "�km"°°�' '�°°" ""° AIR EXHAUST AND INTAKE OPENINGS g THAT TERMINATE OUTDOORS SHALL BE SECTION 313 OF N.Y.S. RESIDENTIAL CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. - ----------- --- ----- ---- --► --- SCALE: PROTECTED WITH CORROSION- RESISTANT SCREENS, LOUVERS OR INTERCONNECTION OF CARBON MONOXIDE ALARMS. WHEN MORE THAN ONE CARBON MONOXIDE ALARM OR ENGINEERED WOOD STRUCTURE STICKER B I NOT LESS THAN 1/ANINOPECH AN OPENINGSIZEOF CARBON MONOXIDE DETECTOR IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, STICKER INDICATED AS PER PART 1265 OF TITLE 19. STICKER t0 A103 PROVIDE GRAVITY DAMPERS THAT CLOSE WHEN THE MAXIMUM OPENING SIZE OF 11//2 INCH , IN SLEEPING UNIT OR SLEEPING AREA, ALL CARBON MONOXIDE ALARMS AND ALL CARBON MONOXIDE I VENTILATION SYSTEM IS NOT OPERATING FOR ALL. ANY DIMENSION. OPENINGS SHALL BE DETECTORS IN SUCH DWELLING UNIT, SLEEPING UNIT OR SLEEPING AREA SHALL BE INTERCONNECTED. BE PLACED OUTSIDE OF BUILDING NEXT TO ELECTRICAL METER OUTDOOR AIR INTAKES AND EXHAUSTS SYSTEMS PROTECTED AGAINST LOCAL WEATHER UNLESS OTHERWISE NOTED. CONDITIONS. I . rl c>1 /A1fd3 c LEON RESIDENCE 0 1400 SALT MARSH LANE PECONIC NY 11958 'PRIMETRIM' BY 'GEORGIA PACIFIC ........... .......... ........... ....... ------------------------------------- NEW WALL CONSTRUCTIO I VINYL SIDING (PER OWNER) SIM SON H2.5 HURRICANE TYVEC HOUSE WRAP 112"CDX TIES 16' OC PLYBOARD 2'x6 WOOD STUDSE�-I/4- (R-21) " BAKEr-> ISSUE ..............................------................................................................................................. EN4MEL BATT INSULATION " TYPE 'X # DATE FOR GUTTER AND ii . GYPSUM BOARD (T46 NEW WALL CONSTRUCTION FINISH) vINYI SIDING (PER OWNER) LEADER 1 7-19-23 FILING ................. ... .............. SYSTEM ----- ---------------------------------------------- ... ................. TYVEC HOUSE WRAP 1/2'CDX PLYBOARD 2'x6' WOOD STUDS ( VINYL CLAD 816'O.C. 5-1/4' (R-21) BATT VENTED SOFFIT INSULATION TYPE 'X' GYPSUM NEW MASTER NEW BOARD (T45 FINISH) BEDROOM MASTER BATHROOM ................................... —------------------------------ FLOATING DECK OVER t ------------------- FRAMING PACKAGE: 3/4' SHEATHING, WATERFROOFING , NEW WALL CONSTRUCTION 2' RIDGED INSULATION -----..........---------------------------------------------------------- ........................................ (TAPERED 1'-0'), 2x4 12 (T45 FINISH) VINYL SIDING (PER OWNER) -------- -------------------------------------------------------------------- 101 TJI *V Or— C. x 1 TYVEC 2 CDX ITT7 STRIPS PAINTED WHITE. PLY50ARD 2'xro' WOOD STUDS I-VO.C. 5-1/4' (R-21) BATT FLOOR CONSTRUCTION INSULATION ' TYPE 'X' GYP5UM 1/2' FINISH FLOORING AS BOARD ITIS FINISH) PER OWNER 3/4' PLYWOOD SUB-FLOORING 14' TJI F.J. ..................... 12' O.C. FLOOR CONSTRUCTION 1/2' FINISH FLOORING AS .......... EXISTING EXISTING PER OWNER 3/4' ----------------------------- LIVING ROOM BEDROOM TO PLYWOOD 61,15-FLOORING REMAIN REMAIN 14' TJI FJ. 12' O.C. ---------------------- /— EXISTING I'x4' WOOD F1 F-1 F1 [71 F-1 F] F-1 -I F-1 F1 F-1 7BASE MOLDING --------------- EXISTING ATTACHED GARAGE TO I --------------- REMAIN (N) 14' TJI r260 F.J. 12' O.C. 101 TJI elrol O.C. L ---------.----- NEW (2) 2'x4"-------t LJ TOP PLATE NEW (2) 2'x4' TOP PLATE a1w.-Alem mw r-ml -w w:ffo FLOOR CONSTRUCTION SECTION A-A 1/2' FINISH FLOORING AS SCALE:114* P-0' i PER OWNER 3/4' PLYWOOD SUB-FLOORING 141 TJ I FJ. 12' O.C. r2 EXISTING LIVING A103 j ROOM REMAIN NEW 5' 5.E NEW MASTER GUTTER4 BEDROOM LEADER (T45 FINISH) SYSTEM (T46 FINISH) EXISTING 2X4 BOTTOM PLATE EXISTING 2x4 WOOD EXISTING 2x4 WOOD STUDS W1 R-13 BATH STUDS W1 R-13 BATH EXISTING 2X4 INSULATION INSULATION BOTTOM PLATE NEW WALL CONSTRUCTION VINYL SIDING (PER OWNER) TYvEr- HOUSE WRAP 1/2'CDX ENGINEERS EXISTING I'x4' WOOD PLY50ARD 2'xro' WOOD -j I'x4' WOOD PL ENGINEERING, P.C. EXISTING 2X4 EXISTING BASE MOLDING STUDS 61ro'O.C. 5-1/4' (R-21) 486 SUNRISE HWY,STE. 1006 EXISTING 2X4 ROCKVILLE CENTRE, NY 11570 GYPSUM BOARD (T45 BOTTOM PLATE q TEL(516)599-0136 FINISH) ------ BOTTOM PLATE BASE MOLDING BATT INSULATION TYPE 'X' EXISTING 2xa YT .. - )599-3419 BOXING ............ EXISTING INFO@PLENGINEERING.NET EXISTING 2xe F.J. EX15TING 2x8 FJ. 2x8 BOXING FLOOR CONSTRUCTION PROJECT 1/2" FINISH FLOORING AS ii PER OWNER 3/4' PLYWOODi EXISTING 2x8 SILL SUB-FLOORING 14' TJI F.J. 6 j ATEXISTING 2x8 SILL p LE 12' O.C. PLATE EX DEN TO 1400 SALT MARSH LANE REMAIN PECONIC NY EXISTING LIVING ROOM TO REMAIN DRAWING NAME BUILDING AND v? WALL SECTIONS EXISTING ATTACHED,GARAGE TO REMAIN! EXISTING ATTACHED GARAGE TO REMAIN SEAL & SIGNATURE DATE: 12/08/22 ..................................................... SCALE: ------------------------------------------------------ JOB No.: --------------........... X\ DWG BY.: LYS SECTION B-B DWG No. .:3 EXISTING EXISTING FOUNDATION WALL Z Sr-ALE:I/4'=I'-0' FOUNDATION WALL C) AND FOOTING �Jj' CA AND FOOTING X,- -------------...... 1 5 OF 7 ..............- ...............................................................................................................................................................--------------------......... .. ............................--------------- .................. ..............................................---------------------------- m ------------- ---------- WALL SECTION 2 WALL SECTION SCALE:3/4'=I'-0' SCALE 3/4'=V-0' NEW ROOF CONSTRUCTION 30 YR. ASPHALT SHINGLES 30* NEW ROOF CONSTRUCTION NEW WALL CONSTRUCTION SAT FELT ICES WATER SHIEL 30 YR. ASPHALT SHINGLES 30" VINYL SIDING (PER OWNER) D' C HOUSE WRAP /z CDX PLYBOARD 2 x(o = - - - LOW END OF ROOF 12 12 TYVE SAT FELT ICE 4 IUATER SHIELDS _ , _ I - - --- -------- ------ -- --- -- ---------- WOOD STUDS X16 O.C. 5 1/4 (R 21) BATT I -.: ..--.. ...._.. - ...... --._......_... ._._._..._..... ._..... ..... _._.............. ..... - ..... .---._.......__._.. ....... - ..........._...._.... 5 Q 5 -....... _...... ---------... ....._._....._._ ._...._._............_.._..._.. ._................._......... _ .......... LOW END OF ROOF -..............- INSULATION ' TYPE 'X' GYPSUM BOARD (T4S .........._...._...........................---........ FINISH) - - ---- - - - - - - ------ -- LEON RESIDENCE -...... _........ _-___ - -- -- - - - - - - - - - -- - - --- 1400 SALT MARSH LANE --._.....__.....--.._._.._......._._..._.. --.........._.....--------------------------..... CONSTRUCTION O - VINYL SIDING (PER OWNER) PECONIC NY 11958 - - - ...._.._._.. _.._... ......................-._._._..__....... --- - -..-......--....... _ ---- - NEW 5' B E ..._....._.... _ - -_--------- - -- _ P 112CDX PLYBOARD 2x6 TYVEC HOUSE W WOOD STUDS e16'O.C. 5-1/4' (R-21) BATT ..... - ......... ....... ............. ..... ..... .--................... ......... ................ ........_-............................--- -_... GUTTERS INSULATION ' TYPE 'X' GYPSUM BOARD (T45 ----------------- -------------------------------------------- ------ ---- -------- -- ----- -- .. ......__ __...__._...-.__.._..._.._._-------- ------- LEADER - --- --- - - --- -- -- -- - - -- FINISH) _.. ... ...... ----... ......... .... .... ...... ......_............._........... ........._.FtifH120F�S._.4_.._. ._...................................................... ----- -------- SYSTEM _......-..... - __...- ' XW16 \\ i� — i / --...._..... ..... ..._.........._ ............ .__. - - �! -- -- - -- --- NEW 34" HANDRAIL RAIL_...... .......- ROUND TERRACE A _....._.........-------- ✓ PERIMETER EXISTING ISSUE _ \ ...... ....................................... ... .. ------ - ------ ..... ------ _.CONSTRUCTON! --- ;.... . -------------------- - _ F R 1 7-19-23 FILING I. 0 0 0 CXW145 CXW145 CXW145 li I I Ij P3060 I t - - _ ! i ------._ ---- ...._........._....._....._...._................................ �_ _ I r ! I I _ i 2ND FLOOR -- . ----- ---- --- ---- --...------- ----- -- ------ EXISTING ----EXISTING PATIO -' j..........._.....--- II / - � EXISTING VYNIL WITH SIDE - - ---- - -...._..... SIDING TO REMAINPANELS �'l l I EXISTING VYNIL SIDING TO REMAIN I -- --�-- I -- � ! —I ° I _ EXISTING I .. / / E EXISTING EXISTING TO REMAIN'WINDOW - WINDOW WINDOW WINDOW ._.__.... ................----- ---.. - - --- --- --------- . -- / — - I -----------�-...._-- \ \ - - v EXISTING VYNIL �! \ I L_------- i --- ----- ------ SIDING TO REMAIN 2� ' - _ EX15TING EXISTING 1ST FLOOR -{I}}�(pp } - - - - - - - - - - -WINDOW- - F.F.L. +0'-0' - - - - - - - I - 1 --_-----------------------------.-.. ,,_------------ -: 'Z-_EXISTING FOUNDATION WALL TO REMAIN Z.-- I I I Ll I I I I I I I I I i I I - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� PROPOSED NORTH ELEVATION SCALE:1/4'=1'-0' PROPOSED EAST ELEVATION SCALE:1/4*=1'-0' ROOF CONSTRUCTION 30 YR ASPHALT SHINGLES 30" ATTIC VENT TO BE PROVIDED SAT FELT ICE4 WATER SHIELDm WITH CORROSION-RESISTANT LOW END OF ROOF WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL. TYP ------------:::::::::::::.:.:: : _::::::::::_-._,::::- __- _- ---- ------------ ...._..___:___:__..-.- __-__--- -- -. _ .............._:::_-----------------------------------.. .....--------------- - 12 12 ......... ...._..--------.... --------------- .... .......... - - 12 -- --...- --------------- - --- -- - - --- - - ... . - -- -- ------ -- -- - - - - --------------------------.....--------------------- ------------------------------------------ - ----------------- - ENGINEERS 1 E 13 E NEW 34' HANDF:AIL NEW WALL CONSTRUCTION l- _ _.__ ------ -- -........ ---..... —.----.. ----- � �$� r� L EN INEERING 486 SUNRISE HWY,STE� P. . 1008 AROUNDTERRACE - - -........_.... .._.... -- ....u.. - ._.._. - -.....-__ _ ---- --- _. -_ __ --- ------- VINYL 51DING (PER OWNER) a b ROCKVILLE CENTRE,NY 11570 PERIMETER - � __ � � � � _...__ TYVEC HOUSE WRAP �z CDX PLYBOARD 2 xro - -- - - - w �? TEL(516)599-0136 - - - ...._.... ---.._-..._.....__... ._.....- - --- - - - -- -- WOOD STUDS e16'O.C. 5-1/4' (R-21; BATT - ----- - _ FAX (516)599-3419 - --- - ----- --- ---- ---------------------------- INFO@PLENGINEERING.NET -- - ---- ---------------------..-.-. - --- -- - ---- - - --- -- INSULATION TYPE--------- 'X' GYPSUM BOARD C7�S I - ------------------ FINISH) ............ .....................................................- .............__....... i PROJECT CXW1450 -CXW1450 - -....---...._-------- ------------ -........- -- - -------------.........--------- ---- '.., - - _-..-------------- - ----- 2ND FLOOR 1400 ANE �--__-__�-�----_-- _-- __- .- ---- - - --- - -- _ PECON CRNY L __.._...__._.... ----------......_ - ..................... . ........_._.._...._..__.. ...._..........._._...... .................... .. ... ....... ..... EXISTING VYNIL - SIDING TO REMAIN ::: _::::::: AROUND TERRACE ° ° PERIMETER ( DRAWING NAME _£ ° ° n n —-- ° VAEXISTING EXISTING EX15TING PROPOSED EXISTING VYNIL EXIST ING WIN OW EXI TING WI pOW WINDOW ISTING WIN WINDOW WINDOW ELEVATIONS SIDING TO REMAIN ------------ ' j----------- :� EXISTING VYNIL - SIDING TO REMAIN I- 2/EXISTING VYNIL SIDING TO REMAIN�� IST FLOOR SEAL 8" SIGNATURE DATE: 12/08/22 - - - - - - - - - - - - -..- -------------------------- F.F.L. +0'-0' ----...---.._.._..--__... — - SCALE: - -- 'Z-EXISTING FOUNDATION JOB No.: f �.. G BY.: LYS 'Z-EXISTING FOUNDATION WALL TO REMAIN 'i...i -.- - - - WALL TO REMAIN 'Li t; .Jr. . ` � `�U':• .>_ ,` I -` A-105 CM I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� roOF7 PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION �': 6CALE:1/4'=1'-0' ABLE RbO2.3(I) FA5TENING SGHEDULE TABLE Rb02.3(l)CONTINUED FASTENING 5C+1EUULE TABLE RbO2.3(I)CONTINUED FA5TENIN6 SCHEDULE --- DESCRIPTION OF ANUMBER ND TYPE 5PAGIN6 DE5GRIPTION OF 5PAGIN6 DESCRIPTION OF NUMBER T,_J I IST DET BUILDING AND BUILDING AND TYPE AND BUILDING AND TYPE AND OF AILS ITEM LOCATIONITEM ELEMENTS OF ITEM ELEMENTS OF ELEMENTS FASTENER FASTENER LOCATION FASTENER LOCATION Q Q SG,�L� : �10�1� ROOF x LEON RESIDENCE 0.113")•OR 4-I69D BOX (3 " x 1400 SALT MARSH LANE 0.135"); OR PECONIC NY 11958 4-8D BOX (2 �" x 3-IGD BOX (3 �" x Load bearing or shear 0.113") OR 0.135");OR 3-IGD COMMON (3 AT EAGH J015T Plate nail Plate wall above (must stack 3-80 COMMON (2 4-8D GOMMON (2 28 LEDGER STRIP SUPPORTING JOISTS �" x 0.162"). OR OR RAFTER, nal Web Stiffeners over wall below when BLOCKING BETWEEN CEILING TOE TOE NAIL OR RAFTERS 4-I00 BOX (3" x required each �" x 0.131"); OR " x 0.131")• OR FACE NAIL q re ent) JOISTS OR RAFTERS TO TOP NAIL p 1 PLATE 3-IOD BOX (3" x �f 0.128 ); OR g side at A2W Blockingpanel 4-IOD BOX (3 x Blocking 0.12& );OR O.I28"); OR 4-3" x 0.131" panel 3-3" x 0.131" 4-3" x 0.131" NAILS NAILS 16 NAILS 2-I00 (3" x Web Stiffeners TOP OR BOTTOM PLATE TO STUD EACH END, TOE Rim-to- oist 4-80 BOX 2 " x 2q BRIDGING TO JOIST 0.128") required each side J 0.113");OR 0.135 );OR NAIL at AIN nail ISSUE 3-8D COMMON (2 2-160 COMMON (3 Toe nal Toe End of -joists at centerline " x 0.131") OR PER " x 0.162");OR WOOD 5TRUGTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING nail GEILIN6 JOISTS TO TOP PLATE JOIST, 3-I00 BOX (3" x END NAIL TO FRAMING AND PARTIGLEBOARD WALL 5HEATHING TO FRAMING of support # DATE FOR 2 3-IOD BOX (3 x 0.128");OR [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL m 1 7-19-23 FILING 0.128");OR TOE NAIL TJI rim Jolst 3-3" x 0.131" 3-3" x 0.131" 5HEATHING TO WALL FRAMING] NAILS NAILS NUMBER AI AIW Must have 1%"minimum joist 0.128");OR DESCRIPTION OF AND TYPE 5PAGIN6 OF A21„I bearing at ends.Attach rim joist per B4 BUILDING, FASTENERS A3 detail. x TOP PLATES, LAPS AT CORNERS 2-I60 COMMON (3 ITEM ELEMENTS O FAGE NAIL FASTENER INTERMEDIA _-- - - 0.128" ; OR (7 AND INTERSECTIONS " x 0.162"); OR 3-I60 COMMON (3 3-3" x 0.131" abc (INCHES �'EV 2x_ stud FADE NAIL (INCHES} Plate nail - Ibd (3y2'9 x 0.162");OR NAILS wall at IG, 4-3" x 0.131" 60 COMMON (2" x " box at 12" on-center ....... .............-.-. .. ...................... ....... .. NAILS 3-8D BOX (2 " x 0.113") NAIL on-center 0.113");OR 30 3" - " (SUBFLOOR, WALL 6 12f Web stiffeners required 2-8D COMMON (2 8 2 Load from above both sides at EIW 8" diameter maximum hole for 06"' - 16" Floor panel nail - 8d FACE I" BRACE TO EACH STUD AND 18D COMMON (2 ++ (2Y2") common at 6" 18 PLATE Y" x 0.131"); OR FACE NAIL x 0.131") NAIL deep blocking panels; b diameter 4 NAIL 2-I00 BOX (3" x (ROOF) maximum for blocking panels cV2" deep or o ente 0.128"); OR shorter than 12" long. IY4" Trus Joist 8D GOMMON NAI " 2 STAPLES I �" 31 la " _ � " (2 �" x 0.131") 6 12f � Do not cut flanges. rim board 4-IOD BOX (3" x 32 COLLAR TIE TO RAFTER, FAGE 0.128");OR 3-8D BOX (2 „ „FAGE NAIL EACH 0.113");OR IOD COMMON (3" 5 NAIL OR II/4 x 20 G,A. RIDGE 3-IOD COMMON (3 RAFTER 2-8D GOMMON (2 � � - � � 0.148") NAIL;OR b 12 Toe nail - IOd (3") STRAP TO RAFTER x 0.14b");OR �� +� • 32 8D (2 " x 0.131") 2 box at b" on-center 4-3" x 0.131" NAIL I x 6 SHEATHING, TO EACH x 0.131 ), OR min. BEARIN6 2-IOD BOX (3" x FAGE NAIL DEFORMED NAIL 3-IGD BOX NAILS 1q 0.128")• OR 2x4 minimum (3 �` x 0.135');OR 2 TOE NAILS ON OTHER WALL SHEATHIN6g squash blocks 6 RAFTER OR ROOF TF:U55 TO 3-IOD COMMON ONE 51DE AND 1 2 STAPLES, I" Boundar nailing PLATE NAILS (3" x 0.148'7; GROWN, I6 6A., I y g - Install proper blocking TOE NAIL ON I �" 6ALVANIZED �4 TI LSL or iLevel®1� nm board. 8d (2Y2") Commo to support all panel ROOFING NAIL J 4 Nail with 10d(0.131 x 3 )nails, at 4" on-center edges OR OPPOSITE SIDE " LONG Use 2x4 minimums squash blocks to 4-ICD BOX(3" x OF EAGH RAFTER CS transfer load around TJl®joist one each at to g HEAD DIAMETER, 0.125'7;OR 3-90 BOX (2 " x 33 " STRUCTURAL GELLUL05IG 3 6 p and bottom flange. 4-3' x 0.131" NAILS OR TRU551 0.113'7;OR FIBERBOARD 5HEATHIN6 I" E1 E1 W *See Trus Joist Framer's Pocket Guide for additional 3-8D COMMON (2 I" GROWN STAPLE A3`f installation specifications. 4-IGD (3 �" x �" x 0.131'9;OR 16 6A., I �" LONG 0.135");OR 3-I00 BOX (3" x I J" GALVANIZED 3-I00 COMMON(3 0.12,59;OR3 STAPLES, I" ROOFING NAIL, " When sheathin thickness exceeds x 0.148");OR TOE NAIL STRUCTURAL CELLULOSIC HEAD DIAMETER, �� 4-IOD Box(3" x GROWN, Ib 6A., I 34 FIBERBOARD 5HEATHING 3 6 �/8 , trim sheat ing tongue at rim 4-100); O I x b SHEATHING TO EAGH LONG OR board ++ 0.12 x 0.131" NAILS BEARING WIDER THAN I" x 8" FAGE NAIL I" GROWN 'STAPLE Plate nail�� Ibd (0.135 x ROOF RAFTERS TO RIDGE, VALLEY 312 ) at 16 on-center "I" b GA., I � LONG OR HIP RAFTERS OR ROOF 4-8D BOX (2 " x Floor panel nall - 8d (0.131" x " 7 RAFTER 20 0.113'7;OR I �" GALVANIZED .,V p GY4 Timber5trandm LSL or iLevel®1/a rim board. !12 ) at 6 on-center* TO MINIMUM 2" RIDGE BEAM 3-80 COMMON (2 ROOFING NAIL; Nail with 10d(0.131"x 3")nails, 3-160 BOX 3 " x " x 0.61");OR STAPLE Web Stiffeners one each at top and bottom flange. 0.135");OR 3-I00 BOX (3" x 35 " 6YPSUM 5HEATHINGd GALVANIZED 7 7 2-160 COMMON 0 O 128");OR required each side at Attach reinforcement to Joist with one Sd �" x 0.162'7;OR 4 STAPLES, I" I �" LONG; I " A3._W 3-100 BOX(3" x END NAIL GROWN, 16 6A., I 5GREW5+ �� m (0.131" X 2Y2") nail at each corner 0.128'7;OR LONG TYPE W OR 5 �4 Timber5trand LSL or 3-3" x 0.131" NAILS iLevel®1Y8"rim board.* E5 FLOOR I �" GALVANIZED 2" length of 3/4" reinforcement on one ROOFING NAIL; side at E5, both sides at EG, WALL 4-8D BOX (2 x STAPLE Toe nall - IOd (0.15111 x 0.1139;OR 3(9 " 6YP5UM 5HEATHIN5d GALVANIZED, 7 7 3") at 6" on-center's J015T TO SILL, TOP PLATE OR 3480 COMMON (2 24"O.G. FAGE I �" LONG; 14" Full depth 160 COMMON (3 " 21 GIRDER " x 0.131'7;OR TOE NAIL For rim board thicker than 1 3/4" - Attach TJIQ Joist p NAIL � SCREWS, vertical blocking x 0.162") 3-I00 BOX (3" x TYPE W OR S to rim board with one IOd (0.128"x3 ) nail. Top nail between each 8 STUD TO STUD (NOT AT BRACED 0.128"9;OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLooR UNDERLI MENT TO from TJI oist into rim board. Connect corner with WALL PANELS) IOD BOX 3 x 3-3" x 0.131" NAILS Joist Less than 5" 0.128");OR NAIL 8D Box(2 �" x FRAMING four 10d (0.128"x3") nails. Toe nail from side of 3IGD" x 0.131" NAILSOX (3 �" x 12"O.G. FAGE 0.113" 4 O.G. TOE NAIL bD DEFORMED parallel closure Into rim board BRIM JOIST, BAND JOIST OR .1 A3 03.1 A3. A3. EG, STUD TO STUD AND ABUTTIN6 16D B);OR NAIL BLOGKIN6 TO SILL OR TOP PLATE 8D COMMON (2 37 " AND LE55 NAIL;(2" x 0OR.120") 6 12 *Conventional construction code minimum for use with A3 only.See the 5TUD5 AT INTERSECTING WALL 22 (ROOF APPLICATIONS ALSO) iLevel TJI®Specifier's Guide,#TJ-4000, and the iLevel®Rim Board 3 x 0.131 NAILS x 0.131 );OR b O.G. TOE 8D COMMON (2 q CORNERS IOD BOX (3" x NAIL x 0.131") NAIL 03.1 A3. A3. Specifiers Guide, #TJ-8000, for A3.1403.3 installation specifications and (AT BRAGED WALL PANELS) IGD COMMON (3 " b"IO.G. FAGE 'a`3W yl yy yy applications. 0.162") 0.12b");OR 3" x 0.131" NAILS 80 COMMON (2 " IbD COMMON (3 J6"O.G. EACH ED 3-8D BOX (2 �" x 3- 8 x 0.131") NAIL; OR 8" - �� x DEFORMED R 6 12 10 BUILT-UP HEADER (2" TO 2" 0.162") FAGE NAIL 218D COMMON (2 " x 0.120") NAIL ENGINEERS HEADER WITH �" SPACER) 160 BOX (3 " x 12"O.G. EACH ED 23 " x 0.131");OR „ 14" Timber5trandlP LSL or iLevel®1Ya"rim board. Nail with 10d(0.131"x 3") E � I x 6 SUBFLOOR OR LESS TO EACH � x 0.148 ) NAIL• cstN ��r PL ENGINEERING P.C. 0.13519 AGE NAIL J015T 3-I00 BOX (3" x FAGE NAIL nails,one each at top and bottom flange. Nail to blocking panel with d' ' I �� I �� OR g P INTERMEDIATE BEARING w 486 SUNRISE HWY,STE. 100B 0.128") OR 38 ( - 6 12 connections equivalent to floor panel schedule. Flush bearing plate 8 4 8D DEFORMED (2 q P NO LOAD BEARING WALL ABOVE ++ TEL(516)5 CENTRE,NY 11570 2 STAPLES, I" required. Maximum Y a b a n TEL(516)599-0136 5-80 BOX (2 �" x " x 0.120") NAIL overhan permitted at 0.113");OR GROWN, I6 GA., I Attach reinforcement to joist Web stiffeners required g p FAX (516)599-3419 II GONTINUOUS HEADER 1"O STUD 4-8D GOMMON (2 TOE NAIL " LONG with one Sd (0.131" x 2Y2" nail at each side at B3W beam. INFO@PLENGINEERING.NET Y" x 0.131");OR FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I MILE PER HOUR = 0.447 M/S; I K51 = b 8g5 MPA. each corner Blocking panels may be „ „ 0.13511);DBOX (3 4-IOD BOX (3" x OR Horizontal blocking panels between required with shear walls 0.1289 24 2 5UBFLOOR TO JOIST OR GIRDERBOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE g p PROJECT 2-I60 COMMON (3 BLIND AND FAG A. NAILS ARE 5MO0TN-COMMON, each joist. Nail to to late with above or below (see NAIL STATED. NAILS USED FOR FRAMING AND 5HEATHING GONNEGTION5 SHALL HAVE MINIMUM J p p detail 1) IGD COMMON (3 AIL 16110.6. f-AGL " x 0.162") AVERAGE BENDING YIELD 5TREN6THS AS SHOWN: &0 K51 FOR SHANK DIAMETER OF O.Ig2 INCH connections equivalent to floor �" 0.162") (200 COMMON NAIL), 610 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER panel schedule. 1400 SALT MARSH LANE 3-IGD BOX (3 THAN 0.177 INCH AND 100 K51 FOR SHANK DIAMETERS OF 0.142 INGH OR LESS. ' 12 TOP PLATE TO TOP PLATE IOD BOX (3" x 12 AIL FAGE 2" PLANKS (PLANK d BEAM-FLOOR 0.135");OR BE EACH 12" length of 3/4" reinforcement PECONIC NY 0.128");OR NAIL 25 ROOF) 2-160 COMMON ( BEARING, FAGE B. 5TAPLE5 ARE Ib 6A6E WIRE AND HAVE A MINIMUM°UI6-INCH ON DIAMETER GROWN WIDTH. on one side at E7, both sides 3" x 0.131" NAILS " x 0.162") NAIL at E& 3-I60 COMMON (3 G. NAILS SHALL BE 5PAGED AT NOT MORE THAN b INCHES ON GENTER AT ALL 5UPPORT5 WHERE ;r-:, &-16:) COMMON (3 5PAN5 ARE 48 INCHES OR GREATER DRAWING NAME " H3 DOUBLE TOP PLATE SPLICE FOR " X 0.162");OR FAGE NAIL ONx 0.162") Less than 5"EACH 51DE OF 4-10 BOX (3" x D. FOUR-FOOT BY &-FOOT OR 4-FOOT BY q-FOOT PANELS 5HALL BE APPLIED VERTICALLY. 550@5 LI D SPAGIN62 NITH 15MI BRAGED 12-16 BOX (3'� x END JOINT 0.1289, OR � END NAIL NOT Eg B3 B3W PROPOSED r, 0.1 ); RICD BOX (3 x (MINIMUM 24 LAP 26 BAND OR RIM JOIST TO JOIST 4-3 x 0.131 E. 5PAGIN6 OF FASTENERSNINCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE Rb02.3(2). DETAILS ^- 0.128");OR SPLICE LENGTH NAILS;OR EACH 4-3"x 14 6A. F. WHERE THE ULTIMATE DE516N WIND SPEED 15 130 MPH OR LE-55,NAILS FOR ATTACHING WOOD 13 12-5' x 0.131 NAILS SIDE OF END STAPLES, " 5TRUGTURAL PANEL ROOF 5HEATHIN6 TO 6ABLE END WALL FRAMIN6 SHALL BE SPACED b JOINT) GROWN INCHES ON CENTER. WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 130 MPH,NAILS IRG 502-1 requires lateral Load bearing or shear wall above (must stack FOR ATTAGHIN6 PANEL ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE 5PAGED b Nail through 2x_cantilever, wood Hanger height SEAL & SIGNATURE G N AT U R E �- DOUBLE TOP PLATE S'PLIGE 5DG5 12-IGD (3 � x g g g t must be a minimum q. over wall below) DATE: 12/08/22 ` 0.135) INCHES ON CENTER FOR MINIMUM 48-INCH DISTANCE FROM RI06E5,EAVES AND GABLE END backer and TJI O Joist web with 2 of 60%of joist depth restraint (blocking) at all - - - - - DO, DI, OR 02;AND BRACED WALL NAIL EAGH WALL5•AND 4 INGHE5 ON GENTER TO 6ABLE END WALL FRAMING. rows 10d (0.148" x 3") nails at b" intermediate supports in SCALE: �---� .. ., LINE SPADING ?25 200 COMMON (4° FOLLOWS: 32" O. �, 6YPSUM SHEATHING SHALL CONFORM TO ASTM G 13gb AND SHALL BE INSTALLED IN B oc In ane on-center, clinched.w th 3bd TJI g g Blocking panel JOB No.: - LAYER AS pSeismic Design Gate oriel 12"O.G. FAGE x O.KI2 );OR AT TOP AND e Y2 DO strengthen the floor � \�: �M�� '- ..........- -- , and D2 to P IbD COMMON (3 ACCORDANCE WITH 6A 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM G 208. joist f Ian e widths. DWG BY.: LYS NAIL IOD BOX (3 x BOTTOM AND , g diaphragm. 2x4 minimum squash , ; R ____..__.............. aY BOTTOM PLATE TO JOIST, RIM 0.162") 0.128"9•OR 5TAG6ERED.24" GU16 OF FASTENERS ON FLOOR 5HEATHING PANEL EDGES APPLIES TO PANEL ED6E5 ,. WG No. ' JOIST, BAND JOIST OR BLOGKING blocks 14 160 BOX (3 " x I6"O.G. FAGE 3" x 0.131" NAILS NAIL AT TOP SUPPORTED BY FRAMIN6 MEMBERS AND REQUIRED BLOGKIN6 AND AT FLOOR PERIMETERS 7, + u.." (NOT AT BRACED WALL PANELS) ° I 4;, OR BUILT-UP 61RDER5 AND BEAMS AND BOTTOM ONLY. 5PAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGESf / 0.13.. 1; NAIL 27 ','•,r= �, �-. <. 3" x 0.131" NAILS 2-INCH LUMBER LAYERS 5TA66ERED ON 5UPPORTED BY FRAMING MEMBER5 AND REQUIRED BLOGKIN6. BLOGKIN6 OF ROOF OR FLOOR Top mount B1 B1 f A'1 0/6 OPPOSITE SIDES 5HEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED F1 applies to uniformly hanger ` EXCEPT AS REQUIRED BY OTHER PROVISIONS OF TH15 GODS. FLOOR PERIMETER SHALL BE loaded joists only. Xbl� 3-IGD BOX (3 " x 3 EACH I6"O.G. SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Face BOTTOM PLATE TO JOIST, RIM 0.1351;OR FAGE NAIL FAGE NAIL AT mount Web stiffeners 15 JOIST, BAND JOIST OF: BLOGKIN6 2-IbD COMMON (3 2 EACH IG, O.G. AND:° ENDS AND AT I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE .p° re uired each lid 7 OF 7 (AT BRACED WALL PANEL) x 0.162");OR FAGE NAIL 2-200 A H 5P�_�1 E WITH THI5 SCHEDULE,PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS Wood backer �',\�,��`� hanger at BIW and B2W 4 EACH I6'O.G. COMMON (4 x 0.1 2 �R3 IOII a� de ��`�l 4-3"x 0.131" NAILS FAGE NAIL BOX (3 x 0.128), OR3-3 x 0.131 NAM THE CEILING J015T TO TOP PLATE IN AGGORDANGE WITH TH15 SCHEDULE. THE TOE NAIL e5 �,.�e aso Web stiffeners required if M THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. a a sides of hanger do not 1,�I2��e4e� c c�\o H1 g 3 �� B2 B2W Blocking panels may be laterally support at least /8 required with shear walls of TJIP Joist top flange above or below - see detail 61