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HomeMy WebLinkAbout48453-Z _ TOWN OF SOUTHOLD BUILDING DEPARTMENT ie TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48453 Date: 11/2/2022 Permission is hereby granted to: Astley, Christopher 434 Greenwich St Apt 2F New York, NY 10013 To: Complete partial demolition of existing single family dwelling, construct alterations to remainder of structure coverting to accessory, as applied for with ZBA #7561, Trustees #9947/9947C, SCHD & Planning Board approvals. At premises located at: 460 N View Dr., Orient SCTM # 473889 Sec/Block/Lot# 13.-1-5.2 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 5/3/2024. Fees: DEMOLITION $731.20 ALTERATION OF ACCESSORY BUILDINGS $581.60 CO-ACCESSORY BUILDING $50.00 Total: $1,362.80 N"'Y� Building Inspector M. � t r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httlis://w,ww.sotitholdtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � _r r I rl Q e PERMIT N0. Building Inspector��1' Applications and forms must be filled out in their entirety.Incomplete fir,IV,u_II,rVV4 r eh applications will not be accepted. Where the Applicant is not the owner,an CJ- Owner's Authorization form(Page 2)shall be completed. Date:September 1, 2022 OWNER(S)OF PROPERTY: Name:CHRISTOPHER T. ASTLEY AND AMY ASTLEY SCTM#1000-13.-1-5.2 & 6 (NEW SCTM PENDING) ProjectAddress:460 AND 320 NORTH VIEW DRIVE, ORIENT Phone#:g17-816-4772 Email:AMY ASTLEY@CONDENAST.COM MailingAddress:434 GREENWICH STREET, APT. 2F, NEW YORK, NY 10013 CONTACT PERSON: Name:MARTIN D. FINNEGAN, ESQ. Mailing Address: PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Phone#:631-315-6070 Email:MFINNEGAN @ NORTHFORK.LAW DESIGN PROFESSIONAL INFORMATION: Name:RYALL SHERIDAN ARCHITECTS Mailing Address: 174 5TH AVENUE, SUITE 300 Phone#:646-809-4343 Email:niall@ryallsheridan.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other IC Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 5RNo IF YES, PROVIDE A COPY. Iiiiii Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. / Application Submitted By(print na R FI N N EGAN BAuthorized Agent ❑Owner Signature of Applicant: Date: 09/01/2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) MARTIN D. FINN EGAN being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this l day of SEPTEMBER 20 22 SIWITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK PROPERTY, AUTHORIZATION NO.01SC6409457 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) 11111Y EXPIRE SEP 28.20 ------------ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) CHRISTOPHER T. ASTLEY I, &AMY ASTLEY residing at 434 GREENWICH STREET, APT. 217, (Print property owner's name) (Mailing Address) NEW YORK, NY 10013 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) ------- to apply on my behalf to the Southold Building Department. u ` T'OPFIER T. AS'TLE (Date) AMY AS 1 4 OFFICE LOCATION: MAELJNG ADDRESS: Town Hall Annex ������ � „ ��'„ P.O_Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ` Southold,NY Telephone:631 765-1938 www.southoldtow=y.gov i PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 12, 2022 Martin Finnegan, Esq„ Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Astley Resubdivision 460 and 320 North View Drive, Orient SCTM#1000-13-1-5.2 &6 Dear Mr. Finnegan: The following resolutions were adopted at a meeting of the Southold Town Planning Board on April 11, 2022: WHEREAS, this resubdivision proposes to merge SCTM#s 1000-13-1-5.2 (0.79 ac.) and 13-1-6 (0.56 ac.) into a single conforming lot of 1.35 acres. Each lot contains a single family home. The home on Lot 6 will be partially demolished and a pool installed along with a pool house in the remaining area of the house; and WHEREAS, this application has received approvals from the Zoning Board of Appeals and the Southold Town Trustees; and WHEREAS, this application is EXEMPT from review by the Local Waterfront Revitalization Program and the Suffolk County Planning Commission as no new development potential will come as a result of this resubdivision; and %en Ir-rYr-A Q 1L... Q—.LL. VVf1Cf[C/'1J, LIMQUUUIoId Ttown Planning Board, nIrCI lan4 to Mate Enyinnmental r.............. Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is a Type 11 Action under SEQRA according to 617.5(c)(16) "granting of individual Astley Resubdivision April 12, 2022 setback and lot line variances and adjustments". An earlier SEQRA classification of Unlisted was made in error; and WHEREAS, this merger of two recognized parcels is consistent with the Southold Town Comprehensive Plan in that it is making two non-conforming lots into a single conforming lot; and WHEREAS, pursuant to §240-56 Waivers of certain provisions, the Southold Town Planning Board shall have the authority to modify or waive, subject to appropriate conditions, any provision of these subdivision regulations, if in its judgment they are not requisite in the interest of the public health, safety and general welfare, except where such authority would be contrary to other ordinances or state law; and WHEREAS,the Southold Town Planning Board has determined that the following provisions of the Southold Town Code§240 Subdivision of Land are not requisite in the interest of the public health, safety and general welfare because this resubdivision is merging two recognized lots both developed with single family homes, is removing one of the homes, and will not create any additional residential building lots, and therefore are eligible for a waiver: a. Sketch Plat Review; b. Existing Resources Site Analysis Plan (ERSAP); c. Yield Plan; d. Primary&Secondary Conservation Area Plan; e. Preliminary Plat Review; f. Public Hearing; and WHEREAS, pursuant to the resubdivision policy set by the Planning Board in February 2011, this application is eligible for a decision from the Planning Board prior to receiving approval by the Suffolk County Department of Health Services (SCDHS) as it meets the following criteria set forth in that policy: Both parcels are developed with single family homes and cannot be further subdivided to create additional lots; and Where no new development potential will be created; and WHEREAS, on March 28, 2022, at their Work Session, the Planning Board determined that the relocation of driveways in this case is outside of their purview; and WHEREAS, on March 28, 2022, at their Work Session, the Planning Board deter i�i�ped that the application met the requirements of Chapter 240, Subdivision of Land; be it therefore; 2 W Astley Resubdivision April 12, 2022 RESOLVED, that the Southold Town Planning Board, pursuant to §240-56 Waivers of certain provisions, hereby waives the following provisions of subdivision: a. Article V. Sketch Plat Review; b. §240-10 (A): Existing Resources Site Analysis Plan (ERSAP); c. §240-10 (8):Yield Plan; d. §240-10 (C): Primary & Secondary Conservation Area Plan; e. Article Vl: Preliminary Plat Review; and f. Public Hearing; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the requirement to receive approval from the Suffolk County Department of Health Services prior to approval of this resubdivision by the Southold Town Planning Board; and be it further RESOLVED, that the Southold Town Planning Board grants Final Plat Approval upon the survey certified to Chris &Amy Astley, prepared by Kenneth M. Woychuk, licensed surveyor, dated February 25, 2019, and last revised January 12, 2022. The map for this resubdivision will be kept on file with the Southold Town Planning Department. Please submit evidence that the deed has been submitted to the Suffolk County Clerk for recording to the Southold Town Planning Department within 62 days of the date of Final Approval, or such approval shall expire and be null and void. The statement below must be signed by the property owner prior to the Planning Board Chairperson's signature to validate this approval resolution. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman I understand that Southold Town Planning Board approval of this Resubdivision does not grant, guarantee or waive any approvals that may be required from the Suffolk County Department of Health Services (SCDHS). I understand that I will need to apply seply to the SCDHS for any applicable approvals. r - -' Sigtiatu of(P oert�y Owner 1) Print Name I 3 k BOARD MEMBERS f S61 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 C t Southold,NY 11971-0959 Patricia Acampora , 7(fice Locatign: Eric Dantes „ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento � Southold,NY 11971 RECEIVED http://southoldtownny.gov P.. ,1 cc, Iv 0alV, ZONING BOARD OF APPEALS NOV 2 92021 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 tlold oyvn Clerk FINDINGS,DELIBERATIONS AND DETERMINATION , MEETING OF NOVEMBER 18 2021 ZBA FILE: 7561 NAME OF APPLICANT: Christopher&Amy Astley PROPERTY LOCATION: 480/320 North View Drive,Orient SCTM No. 1000-13-1-5.2& 1000-13-1-6 SEQ A 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 August 6, 2021, 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'DE"IE 1.MINATION: 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 October 5,2021.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 CONSISTENT with LWRP policy standards,and therefore is CONSISTENT with the LWRP,based upon the approval and issuance of a Wetland's Permit and Coastal Erosion Hazard Permit with mitigating conditions by the Town of Southold Board of Trustees TOWN OF SOUTI-TOLD BOARD'Ol'TR'IISTEES,:Because of the proximity of the as built structures on the subject property to the bluff and other naturally regulated features,on October 9, 2020 a request was made to the Board of Trustees to proceed with reviewing an application for a wetland permit for the proposed improvements upon the subject premises. On November 20,2020, The Chairperson of the Board of Appeals sent a letter to the applicant's attorney indicating that Trustee's approval must be obtained prior to the ZBA scheduling a hearing for required variance relief. On July 14,2021, a Wetland's Permit(#9947) and Coastal Erosion Hazard Permit(49947C) with mitigating conditions was granted by the Trustees. PROPERTY .I°A.CTSIDI MSCRIl'TION.- The subject property in question for this application is two parcels located along Long Island Sound: As part of this application the two parcels are to be merged. > Page 2,November 18,2021 97561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 • ParceI#1: SCTM No. 1000-13-1-5.2:480 North View Drive is a 34,458.1 sq. ft.parcel located in an R-40 Zoning District. The parcel has approximately 130.00 feet of road frontage along North View Road, then turns north toward Long Island Sound for 235.56 feet before turning west for 133.81 feet of Sound front,then returning south for 307.73 feet back to North View Road. :This parcel is improved with an existing two=story frame residence as shown on survey prepared by Kenneth M.Woychuck,L.S.,last revised July 13,2021. • Parcel#2: SCTM No. 1000-13-1-6: 320 North View Drive is a 24,187.41 sq.ft.parcel located in an R-40 Zoning District. The property has 120.00 feet of road frontage along North View Road, then turns north for 214.48 feet towards Long Island Sound, then runs west with 114.75 feet of Sound frontage,before returning south for 235.56 feet back to North View Drive. The property is improved with an existing onfra e-story me dwelling with attached wood deck as shown on survey prepared by Kenneth M.Woychuck,L.S., last revised July 13,2021. BASIS QE APPLICATIt3N: Request for Variances from Article III, Section 280-15; Article XXII, Section 280-116A; and the Building Inspector's August 3, 2021 Notice of Disapproval.based on an application for a permit to merge two properties,construct an accessory in-ground swimming poll and convert an existing single family dwelling into a cabana/pool house/shed with an attached deck;at; 1) Sew I mining pool located in other than the code required.rear yard;2)cabana/pool house/shed located in other than the code required rear yard; 3) swimming'pool is located,less than the cede required 100 fcei frona.the,top'ofthe bluff 4)cabana/pool house/shed.is.located less than the,code:regdire&l00 feet frgrxa the,top of.,th,e bluff;iocatedAt:01 and k, lottla' iew l7tive,(Adj.to the Long Island Sound) . . . . Ceut,NY. STl�rl NoN 10 t�-13-1'-5.2 and..10�00-1'�3-I`-6.I , . . EgL_IEF REQUESIED,. The applicant requests- variances to merge two adjacent properties and partially demolish an existing dwelling,converting the r maining.portion into a 350 sq,ft.cabana/pool house/shed pool house with half bathroom.over a.portion of an existing basement with mechanicals, located in a non-conforming side yard,and to construct an in-ground swimming pool in the side yard, where accessory structures are only permitted by code in the rear yard. Variances are also requested for the cabana/pool house/shed to'be located 10.75 feet from the top of the bluff and the proposed swimming pool to be located 61.166 feet from the top of the bluff, where all structures shall be set back 100 feet from the top of the bluff. ADDITION 1N ORMv ATION: Testimony was given by the applicant's attorney explaining that the applicants had submitted previous applications for variance relief for the proposed project that had been withdrawn before any determination by the ZBA had been issued. The proposed merger of the two subject properties will also require Planning Board approval. Testimony from the architect was taken stating that the existing residence to be renovated,and partially demolished for conversion to a pool house is in structurally sound condition. Testimony was also given by the neighbor to the west, along with his attorney and engineer, about am potential adverse impact that could be caused to the neighbor's as built retaining wall by locating a proposed parking area to the west of the property and adjacent to his retaining wall. After due consideration, the Board finds this matter to be unrelated to the variance requests before the Board. The Board received numerous letters from property dwners in the neighborhood supporting the proposed project and the requested variances. -n Page 3,November 18,2021 #7561,Astley SCTM No. 10007-13-1-5.2 and 1000-13-1-6 FINDINGB QE FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 4,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1: Town Law 267-b 'b li . Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The merging of both parcels(1 aqd 2) will create a conforming 1..35-acre lot I that would be similar in size to other parcels in the neighborhood and would eliminate a dilapidated and unsightly dwelling on parcel 2 b .replacing it with a swimming pool and cabana/pool house/shed both of which are permitted accessories toe the principal single-family dwelling that currently exists on parcel one. Granting of a wetlands permit, and a consistent finding of the LWR'for the proposed work confirms that there will be no potentially •negative affects-to nearby properties. 2." Trow. n Law 27-bt"33Cbla 2"l. The benefit sought by the applicant..cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed construction ofthepool house/cabana/shed vrill use a portion of existing building while demolishing a substantial portion oft4e"structure.which is,located in close proximity to"a wraparound'bluff on lot 2* Although the resultant uo conforrnmin setbaclt Arogi the bufwill be greater thanthe existing setwack,a variance v ill.still"b .needdd daae to bd io ation, 6, the existing foundst-on w, hich is; oposed id, b ' "illy t tairtdd. The proposedswimmi g,pool is in the most logical,location on.the cornbined parcels, but will still gree wire vari ince relief for a side yard,location and less than 1hc,minimum top of bluff setback due"to the configuration of tete parcel. 3. Towyn Law 267-b 3 . The variances granted herein are mathematically substantial;the pool house/cabana/shed and the in-ground swimming pool portions of the project represent an 89% and 38.8%,relief from the code,respectively,for top of bluff setback;and both the cabana/pool house/shed and,the swimming pool represent 100%relief from the code for side yard-location. However, due to the small waterfront lots with curved bluff lines this relief has been common in this neighborhood. Also,the partial demolition of the existing residence will improve the setback from the bluff. 4. Town Lawv267b 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,the Town of Southold Trustees conditions of approval,and the conditions imposed by this Board. 5. Town Law 267-b 3 6 . 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. Towyn Law 267-b, Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool house/cabana/shed and an accessory swimming pool Page 4,November 18,2021 #7561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. S0L TIN P 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 Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT the variances as applied for,and shown on the Site Plan and Architectural Plans prepared by William S.Ryall,Jr.Architect,last revised July 8,2021. STJBMCT TO THE FOLLOWIN—Q C 11<S: 1. Prior(d receiving of building permit,the owner(s)of the'.subject property cited herein . must sign a statement acknowledging that he/she/they have read this determination; understand the limits of the variance relief granted herein; and are aware that if a demolition occurs during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the Zoning Board of Appeals retains jurisdiction and has the right,after a public.Bearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV,Section 2811-141 of the Town Code Count le artment of Health Services r nl� ori� p with Suffolk ,. Applicant shall maintain or install a new sancta stem that com lies,wi m, ua1l be p 8. . �^ � of laced��n a a'+ nd dc�aden�o eeuc]:+�sure. rywl,for ool d� tlle , .. echantcu]srs A° `ii+ nt must COMPI twh t]le aouth don boa p li all-0e pp �.. . � . .. ructatrn meth�l �ofrf bider of pp p y Trus,tees a rovn]for specific const ods asndl0 foot pon prevent Aama;g to the bluff,and-t1Me recommendations of the Suffolk County (Department of Sol]and Water Conservbtion District 6. The applicant must obtain approval from the Southold Town Planning Board for the merger.of the two subject properties. That the above conditions be written into the Building Inspector's Corticate of Occupancy, when issued Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In.the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. Page 5,November l8,2021 #7561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 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. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the.Board of Appeals shall become cull and void where a Certicat+e.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. Vote of the Board: Ayes:Members Weisman(Chairperson)Dantes,Acampora;Planamento and Lehnert.This Resolution was duly adopted(5-0). LeslieKane's Weisman,�Chairpers+on Approved•for.filing ��/ as/2021 Glenn Goldsmith,President � Town Hall Annex A. Nicholas Krupski, Vice President r 59375 Route 25 P.O. Box 1179 John M. Bredemeyer 1II Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 w BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2021 Martin D. Finnegan, Esq. Twomey Latham, Shea, Kelley, Dubin &Quartararo, LLP P.O. Box 9398 Riverhead, NY 11901 RE: CHRISTOPHER &AMY ASTLEY 460 & 320 NORTH VIEW DRIVE, ORIENT SCTM# 1000-13-1-5.2 &6 Dear Mr. Finnegan: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 14, 2021: WHEREAS, Martin Finnegan, Esq., on behalf of CHRISTOPHER & AMY ASTLEY applied to the Southold Town Trustees for a Permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 28, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: a merger of the two properties and the demolition of the existing single family residence; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 14, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CHRISTOPHER&AMY ASTLEY for the merger of two (2) single-family residential properties;the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet, respectively, from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff; the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff; the construction of a 719± SF swimming pool and 78± SF hot tub with a 388±SF paver patio landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff, the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff, the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff; installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff;the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, Glenn Ooldsmlth President, Board of Trustees Mi p 1Clll ✓ ~y '�« waw � r r °, � p i, �i ,kr, /"�"* r P+ "wu.,,., ilo � V,,� �q ,,.„,,�� i flb' - .m / ,��Y I 1 �n l,, im�� '�➢'/a 9�Jm°J i �I � ��Y I(� �'�u,„ u&�`� Y�,�j�`�3 'Il,r%�i Z '�. a .;, a ,,,, "� ..,,..li�u�/lar�r/- "`� n�tt�irr,,�rd�a „. .., AY��rlo!/rr��t'l�d�r,y,, li:'��„ r�„f(�„�S(tla✓ai��(�lk�",, �;Cxi'pr?�Mr�II��.aY�'ifrC'"'.,.,: ,.. ,,,I. ' �.r� :Ji �lJ��' Yrri�� N��� �� � rr✓r r r rrru,,.� rlr�T u � ,r� �,� i gym I � " �� +�. " I l , - „, ,. r:- r i i , � ! ,r.�. ,-r r ,.r�..lr(d✓!/ , v i��Iv� hHprP,lVl 9✓ro,,ll, /N.mi�amlJ".��Ylr�Y1��A;�;f�'Jr�rw9Yi,l✓6 r/�i%�/,..,OWN,/e/I�'L�9�.P„Il�rf ) ,�.., i 1 u ,lilt or���r irvrn �i yrr��rrlr>nl�in77 ! r "�bl 11 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMiT NO. 9947&9947C DATE: JULY 14,2021 t! ISSUED TO: CHRISTOPIIER&ANIY AST LEY ' PROPERTY ADDRESS: 4fO&320NORTH H VI1”W DRIVE.ORIENT SCTM#1000-13-1-5.2&G t AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 1 I I of the Town Code of the Town of I Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July -14.2011 and in consideration of application fee in the sum of 5500.00 paid by Christopher&t tit Astley and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees x �!r authorizes and permits the following: Wetland Permit to for the merger of two(2)single-family residential properties;the demolition of 900±SF of the / y existing single-family residence and 200±SF of attached decking 11±feet and 3±feet,respectively,from the top of ! the bluff,and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±,respectively,from the top of the bluff,all on the easterly lot;the abandonment of the existing sanitary system on IUu1 U2 �I+ the easterly lot 15±feet from the top of bluff;the renovation/conversion of 600±SF of existing residence on the easter) lot to a new pool house the portion of the existing basement garage that is beneath the proposed pool �I 4 Y P ( P 9 9 9 P P P , a house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing �r residence);the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the tl top of bluff;the construction of a 719±SF swimming pool and 78±SF hot tub with a 388±SF paver patio landward of ��1, the CEHA line and 55±feet(at a minimum)from the top of the bluff;the installation of a total of 55±linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36± feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHAr r° line and 75±feet and 50+feet,respectively from the top of the bluff;installation of a 680±SF permeable gravel patio and some low-profile lawn steps seaward of the wester) residence 19±feet and 11±feet,respective) from the to of �t P P y y p bluff; the installation of leaders,gutters,catch basins and drywells throughout the property to control stormwater io runoff;the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff;the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties;the installation of a steppingstone walkwa and ravel parking area on the westerly 9 P PY 9 P 9 Y r lot all landward of CEHA line and more than 75 feet from the top of bluff;and to establish and perpetually maintain a jf variable width native vegetation buffer area along the top of bluff;and as depicted on the site plan prepared by Ryall wt Sheridan Architects, received on July 14,2021,and stamped approved on July 14,2021. + wrr�, r� l IN WITNESS WHEREOF,.the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 14th day of July,2021. �I � I " 4,+�' � ,w1y y,e F , l I , I u ! , n N, f«, , 7 nor ri„/e;,. � I� I✓�..m D . �waY� b Y�,� ���+vM.. 4 �N+; °,-1.I ��rdYP�jo-r,�r ll,,., r, I �;iAJ.r` I,,,:'"�� ' i „:%�r l A.. ,. �`% ,.,,V I�'1 r W" ,,,Y�, �.." v i,��, r , ,hmit fru n �� .J l p!�,i.,;,.,� M �. a �,."�" w�✓i � RJ��4roM+��"�l ��i f,��,»,:,„y�p��� �". u I � ,�a� � �r � �� "� Glenn Goldsmith, President � � Town Hall Annex A.Nicholas Krupski,Vice President , 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III Southold.New York 11971 Michael J. Domino s � �� � Telephone(631) 765-1592 Grey;Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#9947C Applicant/Agent: Martin Finnegan, Esq. Permittee: Christopher&Amy Astley SCTM#: 1000-13-1-5.2 & 6 Project Location: 460& 320 North View Drive, Orient Date of Resolution/Issuance: July 14, 2021 Date of Expiration: July 14, 2023 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: For the merger of two (2)single-family residential properties; the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet, respectively, from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff; the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house(the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff; the construction of a 719±SF swimming pool and 78±SF hot tub with a 388±SF paver patio landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff; the installation of a total of 55±linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff; installation of a 680±SF permeable gravel patio and some low- profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff;and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures: 2 NIA A maintenance agreement is attached hereto and is a necessary special condition of this permit. B : AL Glenn Goldsmith, President Board of Trustees Glenn Goldsmith. President ""� �� 4' Town Hall Annex A.Nicholas Krupski,Vice President )�� 54375 Route 25 � P.O. Bos 1179 John M.Bredemeyer III Southold,New York 11971 Michael J. Domino � Telephone(63I) 765-1892 Greg Williams "" Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2021 Martin D. Finnegan, Esq. Twomey Latham, Shea, Kelley, Dubin & Quartararo, LLP P.O. Box 9398 Riverhead, NY 11901 RE: CHRISTOPHER& AMY ASTLEY 460 & 320 NORTH VIEW DRIVE, ORIENT SCTM# 1000-13-1-5.2 &6 Dear Mr. Finnegan: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 14, 2021: WHEREAS, Martin Finnegan, Esq., on behalf of CHRISTOPHER& AMY ASTLEY applied to the Southold Town Trustees for a Permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 28, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: a merger of the two properties and the demolition of the existing single family residence; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on .10v 14 7n91 nt which time all intprPcteri persons were given an opportunity to be heard; and. WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED,that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CHRISTOPHER&AMY ASTLEY for the merger of two (2) single-family residential properties;the demolition of 9001 SF of the existing single-family residence and 200*SF of attached decking 11±feet and 31 feet, respectively, from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11*and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15*feet from the top of bluff; the renovation/conversion of 600± SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10*feet from the top of bluff; the construction of a 719±SF swimming pool and 78±SF hot tub with a 388*SF paver patio landward of the CEHA line and 55t feet(at a minimum)from the top of the bluff, the installation of a total of 55±linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff, the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff, installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff;the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff,the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties;the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees. $50.00 Very truly yours, Ole n Ooldsn President, Board of Trustees n o b � C7 PRDrosE0ltir-wrDE m�vo '= NON-TURF BuFPER Z PANTED WI PH NATIVE VEGETATION E; 4 E PC WRY ELL r+ t U 7,SrCyY 4� A �.if V i V1Yj 4 U'4E4 04 E!. '( "n UT PROP PAfro NOIfGICLEAN OPYUVY Iyrcp �,6S pN}'ul�d ... y4, SPA Fl cv e2 -...... WaSEjG R�(KEfJ ''ay r TO, PUMP CONTROL r� P I r PANEL.,," ,i 20'Ml/V r Ma b 4 � F r i i/ ✓�r �f � S� �/ .� ,y 1, �1.. \ r mmmw SINJ� ✓ � '�O �­ f / AtRpy PROPOSE P, 1g 10613, ��� � �sy BASIN, GF �.o ©sFROM PO o COQ J v 1.25°CONTINUOUS HDPI "9 MINIMUM 10FT FROM DF SIN ' LINE TO ENTER EXISTIN( � "�� ELEVATION AS EXISTING � r f o�;' , a &rtes w ��1 .ewsr�Nc exrz, L4 �4.,,... ,''; `•'....� ,. �' �ra"��'Ea� I-........ 5 co s .,. , PROP.EC7 t t EXISTING PUBLIC WATER SERVICE LINE TO REMA SEPTIC LINE TO CROSS OVER WATER LINE AND B THRU MINIMUM 21 FT LONG 4" SDR PIPE CENTERE 33.0$ "�"' WATER LINE, SDR PIPE JOINTS TO BE WATER TIG 10 " UNDERGROUND PROPANE TANK TO BE RELOCATED MIN 10FT FROM SANITARY OKm� 000 GALLON SEPTIC X12 LEACHING POOL r-flI'Ir �. I,. ll'tlill L)eP.artrn lire rt.-`q1 vrtl"eriw�B'ts, EXISTING SY: m;X. I.)Id0 d,L-,tl.'nl.lo- SrLddfAICN"N'4, Nd?ufl 080 as,C9kod'fi➢ EXISTING RESIC PROPOSEDPOC ....., DESIGN IS BASE &m tl „ .iK. . ., ,.. s .: . EXISTING SEPTI 3 AND APPROVEC ,XISTwG tly` �Ca,LY1",� I d*�,6 II� Id...n^ V d NI''a 0 Fp C',N F HOUSE,1.25” EXISTING LEACHI )LY LINEA �'� PROVIDES 300SF 1 PUMPS,FLOATS TO pool house NO UPGRADE OR PUMP TIME AND 40 d 'E VOLUME 20 GAL.) yV� P dk ASCHARGE LINE SO ,[AL 8/6122 C I ' � ��rtl .� 1^�C�. R-21-1196 UBMERSIBLE ip ,. .._ �.m. m.._......,.. ,NO PUMPS TO BE If f; I"L,u iGr R.''"kAu"�11'.I I'l� �Ju z r� r 3 SSI,DIVISION 1 ANL """"`" �/Az/a;z. ASTLEY HOUSE SWIMMING POOL LOT COVERAGE CALCULATIONS ORIENT / EXISTING PROPOSED `olv CATEGORY COVERAGE(SF) COUNTED IN LOT COVERAGE CALL. COVERAGE(SF) COUNTED IN LOT COVERAGE CALC. �'s V West House 1910 ✓ 1910 ✓ /1`OConc.Patio 347 ✓ (1O V'V Stone Walkways 214 320 (� 1/A _ Gravel Patios 681 Proposed Swimming Pool O 719 ✓ Proposed Spa 78 ✓ Wood tie+gravel Landscape steps 85 East House(to be converted to pool house) 1913 ✓ 602 ✓ Asphalt Driveway 625 ✓ REVISION DATE Conc./Stone Stairs 115 ✓ 94 ✓ Conc.Walkway 157 ✓ Wood Deck along north edge of house 532 ✓ ISSUED FOR PERMIT 05/07/21 Wood Deck over portion of existing basement 267 ✓ Stone Patio in sand 1 3881 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 COMBINED LOT COVERAGE 5599 3670 REVISED FOR TOWN TRUSTEE REVIEW 07/06/21 COMBINED BUILDABLE AREA (LANDWARD OF COASTAL EROSION HAZARD LINE) 18,174 18,174 COMBINED%LOT COVERAGE 31 20 �\ LEGEND \� NON-TURF BUFFER TO BE MAINTAINED/PLANTED \\ W/NATIVE VEGETATION '— - - EXISTING CONTOUR -------•--••••••-• PROPOSED CONTOUR \- — " 1 (, -------- PROPOSED 4'POOL FENCE j a t W ON W H PARCEL 1 m o PARCEL 2 00 W z _ z C'S W 02 J C7 O C CL F- r cn 70, w 7 74 - G WOOD TIE RETAININ � - -- - _ - -- - WALL TO REMAIN - --— - c PROPOSED DRAIN INLET �/ I -O c ••;, •' / m bBASEMENTCMUWALLTOBE REMOVEDDOWN TO FIRSTCOURSE ASEMENTCMU- WALLTOREMAIN ' OUTLINE OF rel I i \\ - --- - - - -. - --- __-- - --- ._. - __- - - - --- - __ O���u'jF � 1•�• EXISTINGDECK TOBEREMOVED CONC. WALL TO REMAIN I � I'wro� I -RETAINING G SOP WALL TO E REINFORCED A / \ op -- T O.WALL .....•- .�.. B APpq Op / STON E WALL \T \ So e9i?�§b1s b'eb BE REMOVEtboorto'oe+"@i,r'n.gt ef \(iS9alkAy9 0+.F �s Fof 1�Yry010 W,Dee MPROPOSED ON-GRAD 0o cGRAVE PATIda�14 1%,j AOjV � s (oo�0 0/. s G OT.O.W ALL q'WIDE NON-TURF, 8,5 4F �- .,b�*tea�o4fG 'ss \ \T4�O/�41G9c \� 83'-0 d PERMEABLE PATH BASEMENT U \ 0 DISTANCE WALLTO REMAIN FR M BLUFF EDGE TO STRUCTURE COASTAL EROSION t \ \ COASTAL EROSION �` / �� �� _ ° HAZARD LINE /NEW PROPOSED 4' a \ AFTER REMOVAL OF DECK HAZARD LINE - c POOL FENCE ABOVE -t8 elf \ 111I _ \ WALL J }' e 6 DECK ISTANCE EDGE TO CONCRETE PATIO PRO SED O4 . TO BE REMOVED LAWN STEPS 96 '° l922"_6• EDGE OF EXISTING DECK rPROPOSED 4? 0'. Q °+g b DRAIN INLETPROPOSED 12,HIGH s2ef MASONRY GARDEN WALL 0 h PROPOSED SELF 93 PROPOSED \ R + \ '0' PROPOSED C SUPPORTING STONE STEPS °�s�4 ®°e�o��a'W 4' / \ � O •t� • "°' P POOL FENCE \ RETAINING WALL\ 94 PROPOSED ON-GRADE n, b 8�o an h GRAVEL PATIO 1 \; oo CN�'Y�o ���g `-` ��A eV� 5 EXISTING SEPTIC TO BE ABANDONED i 8 eif°co�"vO'fro ` SPF PER SCDH STANDARDS. \;>. EXISTING BRICK PATIO 9$ $0 s "�m'68s6a�h�°OZ oo �Ol�' POOL HOUSE TO BE CONNECTED TO •o n o o ` / WESTERLY HOUSE EXISTING SEPTIC. TO BE REMOVED / u FF �e 1 20u't^O / g, - A-6 N•o �O \ / COASTAL EROSION 9296 by \ �. --HAZARD LINE PROPOUTDOOR:_ PROPOSED .:... SHOWER \� , / tp�O � 4 S DISCHARGE LINE DW 1 1g3g °ce i DI SEPTIC, j ° \ _ EXISTING 7 62 STORY HOUSE c°"c' �/ � PROPOSED PROP.WOOD TIE•• I TOREMAIN FFL 106.3 /�_L�0.WALL' T.O.POOLCOPING _ __ 1 SEPTIC PiUMP �,r RETAINING WALL �� PROPOSED SEP p (� +( V tpp_D• v -rte BASIN \• '\ l-DRAIN INLET P JCI- 0 r l �•_0--- ` _ C _TO.WALL PROPOSED SELF i ' ,871_0^V s ;�EXISTIIVGCONCRETE EXISTING ASPHALT DRIVE ' S SUPPORTING STEEL TO BE REMOVED oU lLDIS�'G DEPT RETAINING WALL �'PROOSEDPAVERS % STAIRS TO BE REPLACED \ ^U I ror�t,^L,alll 10'-0" - SET IN SAND PROPOSED \�'• ; �• O ,,..: PROOSEDWOODTIE/ DRAIN INLET \� `��'� PROPOSED UNDERGROUND 1 ) ` GRAVEL STEPS PROPANETANK RYALL SHERIDAN ARCHITECTS , I �� �J_�+- _ �s 174 5TH AVENUE,SUITE 300 DW :_• _= I EXISTING BLOCK �1 s NEW YORK NY 10010 RETAININGWALLTO , REMAIN BELOW GRADE II 1 , 646-809-4343 www.ryallsheridan.com PAVERS SET IN SAND PROPOSED , EXISTINGOUTDOOR T.O.WALL) ' `' rQPOpOE�NGE / DRAIN INLET SHOWER EXISTING SEPTIC ..C' \ - - TANKTO REMAIN��� .. --i-- :_0: OWL p°0s 'PROPOSED i 9 DRAIN INLET., �_/ PROJECT#: 1804 QED l I / EXISTING UNDERGROUND ) *•.Cd PROPANE TANK TO REMAIN��� DRAWN: NCS.RY,q/ ti PROPOSED WOOD TIE \ C J/ EXISTING GRAVEL DRIVE TO ,- ./ Q� � O RETAININGWALL BE REMOVED J ./• F 1 CHECKED: WR / PROPOSED PERMEABLE ✓ r. O(�O DATE: 07.08.2021 q �o, w50 J GRAVEL DRIVE �EXISTING LEACHING � r` POOLTO REMAIN F 7 �� 010A OQ J Op NEW y SCALE: 1/16"=1'-0" i , - - - XA01 PROPOSED SITE PLAN -- - C N SITE PLAN ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL ORIENT SITE PREPARATION ISI^ 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. 'O S2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. Ov/I' CLEARING ON NORTH SDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. 'VO 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. p�RETAINING WALL REINFORCEMENT j ► REVISION DATE �\ THE EXISTING WOOD TIE RETAINING WALL TO THE NORTH OF THE EXISTING HOUSE ON THE c EASTERN PARCEL IS TO BE REINFORCED AS FOLLOWS: i ISSUED FOR PERMIT 05/07/21 1. HAND DRIVEN SCREW PILES TO BE INSTALLED BY HAND ATA DISTANCE OF 6'FROM THE I ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 1 RETAINING WALL,ON THE LANDWARD SIDE OF THE WALL @ ROUGHLY 10'ON CENTER. i REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 2. 2'DEEP TRENCH TO BE DUG BY HAND BETWEEN EACH SCREW PILE AND THE RETAINING WALL. t --�� 1 3. INSTALL TIE RODS WITHIN EACH TRENCH TO TIE THE SCREW PILES TO STEEL PLATES ON THE r WATER SIDE OF THE WOOD RETAINING WALL. r / DEMOLITION �\\ 1 DEMOLISH PORTION OF SIDE OF EXISTING HOUSE ONLY. LANDWARDISTING HOUSE.MACHINE ACCESS TO BE ON DEMOLITION ON C RR ED OUT ON THE NORTH SIDE OF THE HOUSE \ TO BE DONE BY HAND. \\ 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. 4. ALL DEBRIS REMOVED FROM SITE. ~ CONSTRUCTION \ 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION WALLS.INSTALLED USING HAND-HELD MACHINERY. 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALI SOUTH OF PROPOSED SWIMMING POOL. 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION.EXCAVATED SOIL TO BE ADDED TO STOCKPILE. 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. 9. REVEGETATEALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. ujuj 0 LEGEND wp PARCEL 1 m 0 PARCEL 2 — — — LIMIT OF DISTURBANCE/SILT FENCE 00 I— z Lu . z C3 J LY uj 02 0'9 _- 0 O FzM , I-= r'? 70, w 72 74 - - 1 ,- r,n i, /� I - 10kz O L coq `� �r .� ^. ,. �r� .._., _b EXISTING WOOD TIE yRETAINING WALL c�Fs pA OAOA, EXISTING WOOD-TIE RETAINING WALL TO BE 1 REINFORCED.SEE DRAWINGS 2&3 ON THIS F0 tic SHEETAND CONSTRUCTION SEQUENCE ; 85 ,\ - F.10, �� �4 DESCRIPTION ABOVE. 1 • , / — --� �'O ti0 OUTLINE OF EXISTING HOUSE AND P COASTAL EROSION HAZARD LINE --- - - -- -� �� —'-'— ---•— ,q �'.' SS `\ , • - DECK TO BE DEMOLISHED / WIRE-BACKED SILT FENCE p / \ STEEL PLATE ON WATER 19S LIMIT OF DISTURBANCE \ v \ o SIDE OF WALL /• l 602sf portion of existing N Cbory dwelling snureto93 �\ WIRE-BACKED SILT FENCE renjovsted and converted LIMIT OF DISTURBANCE TIE RODS WELDED TO / /A, to one.•Ss�ory acrossor ,9q -,Or/ ,vF,4 ��\ Oructure(wlN177.th)over ��' \ SCREW PILES&STEEL PLATE / / •YC C existing garage/basement to ` G remain ` HAND DRIVEN SCREW • �•�p/r/ t5'tC )p FFL93 `� , A, \ \ PILE @ 10'O.C.APPROX. 9• /� �— --- COASTAL EROSION HAZARD LINE EXISTING 1&2STORY HOUSE -- - - rl / PROPOSED SELF JSUPPORTING STEEL RETAINING WALL REINFORCEMENT PLAN ' ---i __ , � . ' RETAINING WALL — �� /• ; .:- `_ — ===s: ' \\ •` •, 1/16"=1'0" RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 �oN .1 646-809-4343 www. allsh ri NEW YORK, NY 10010 � �G'(\�P �. 1 't ry e dan.com If • - - SOIL STOCKPILE LOCATION � EXISTING WOOD TIE PROJ ECT#. 180 RETAINING WALL ` f SlikE A9 /l�J/l \\ �.• STEEL PLATE DRAWN: NC Q�0 !A S.RYq/ CHECKED. W R WIRE-BACKED SILT FENCE i g• i LIMIT OF DISTURBANCE --� \'_y�.•� :`\ n., OP� DATE: 07.08.2021 O .40 fi NEW SCALE: 1/16"=1'-0" 01 — — — — v TIE RODS HAND DRIVEN SCREW Q�fN PILE @ 10'O.C.APPROX. N0 CONSTRUCTION METHODOLOGY PLAN - RETAINING WALL REINFORCEMENT SECTION /P NTS N CONSTRUCTION METHODOLOGY PLAN 1 1/16"=V0" , ASTLEY HOUSE _ LINE of EXISTING GRADE --___ EROSION CONTROL NOTES STABILIZED CONSTRUCTION ENTRANCE SWIMMING POOL -- GRADE CUT 1. THERE SHALL BE NO DISTURBANCE TO THE BLUFF.ALL EXISTING VEGETATION 1. TO CONSIST OF COARSE AGGREGATE OF MINIMUM 6"THICK. ORIENT AND SOILS WILL REMAIN INTACT DURING AND AFTER CONSTRUCTION. LINE OF PROPOSED 2. THE ENTRANCE SHALL BE MAINTAINED INA CONDITION GRADE BEYOND POOL 2. THE PROPOSED EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO TO WIRE-BACKED SILT FENCING AND HAY BALES,WHERE NECESSARY,SHALL BE PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING, INSTALLED PRIOR TO THE START OF CONSTRUCTION.ADDITIONAL EROSION REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP CONTROL MAYBE NECESSARY,BASED UPON FIELD CONDITIONS THAT MAY SEDIMENT. POOLTERRACE DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAYBE REQUIRED Y H TOWN OF S UTHOLD THE FOLLOWING GENERAL CONDITIONS SHALL BE E 3 WHEN NECESSARY,RY,WHEELS SHALL BE CLEANED PRIOR TO - 7-7 __ \ DECK LEVEL j, OBSERVED.O ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. / rS,2'-6-ASL - SWIMMING POOL a SPA 1 VEGETATION TO REMAIN H REVISION DATE _______ ____ __ GRADE FILL A EXISTING VEGET E N S ALL BE PROTECTED AND REMAIN 4. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN "------------`-------- ---- - -- - - UNDISTURBED. AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN LINE OF PROPOSED GRADE B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ISSUED FOR PERMIT 05/07/21 BEYOND BASEMENT WALLSIZE OF EXPOSED AREAS AND THE LENGHT OF TIME THAT AREAS ARE ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 EXPOSED. C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED -r TO REDUCE RUNOFF VELOCITIES AND QUANTITIES. J - -- -- - - - - - - - - - - - -- -- - - - -- T.O.BLUfF/D(ISTING RETAINING WALL D. RUNOFF SHALL BE DIVERTED FROM CLEARED SLOPES. - r&1'-0•ASL E. SEDIMENT SHALL BE TRAPPED ON THE SITE. LEGEND SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW - - -- LIMIT OF DISTURBANCE/SILT FENCE YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT 2 SITE SECTION _ _ _ CONTROL" DRAINAGE TRIBUTARY AREA 3. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF EXISTING CONTOUR DISTRUBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF THE WORK. - - NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. PROPOSED CONTOUR 4. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SUCH MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ( DW PERFORATED CONCRETE DRYWELL RECOMMENDATIONS. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT DRAIN INLET TRAPS,ETC.AS REQUIRED. 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE E:.D=:D-. HDPE STORM PIPE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS.MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED DIRECTION OF SURFACE WATER FLOW TO,CLEANING OF SEDIMENT BASINS OR TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING AND REPAIR OF INLET PROTECTION. p 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING DRAINAGE NOTES uj> CONSTRUCTION. Orn 2 I•- 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT mi w OJ SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE DRAINAGE DESIGNED FOR 2"RAINFALLVOLUME PARCEL 1 UJIm o PARCEL 2 CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTILTHE SITE IS 00 PERMANENTLY STABILIZED. RUNOFF COEFFICIENTS: w Z ROOF,CONCRETE = 1.0 Z a 9. SEDIMENT BARRIERS AND OTHER ERISION CONTROL MEASURES SHALL GRAVEL DRIVEWAY = 0.5 0 REMAIN IN PLACE UNTIL UPLAND DISTRUBED AREAS ARE PERMANENTLY PERVIOUS = 0.3 o STABILIZED.AFTER PERMANENT STABILIZATION,PAVED AREAS SHALL BE DRAINAGE STRUCTURES INCLUDE NEW 10'DIA.PRECAST STROM F` - CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. Z 0. E DRAIN RINGS WITH A CAPACITY OF 68.42 CF/VF AND 6'DIA.WITH 10. ALL 1:2 AND 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION CAPACITY OF 22.33 CF/LF. DURING CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT J-1 EROSION WILL BE PREVENTED.NECESSARY MEASURES SHALL INCLUDE,BUT NOT ALL ROOF DRAINAGE PIPING SHALL BE 8'DIA.MIN.HDPE. 76 �.• - _ _ BE LIMITED TO,HAY BALES,SILT FENCE,SILT TRAPS,JUTE MESH,HYDROSEEDING, SLOPED AT 2%UNLESS OTHERWISE NOTED. - ETC.AND SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE COMPLETION OF THE CONSTRUCTION UNTIL SUCH TIME - - THAT THE PROPOSED PLANTINGS HAVE BECOME ACCLIMED/ESTABLISHED AS DETERMINED BY THE TOWN OF SOUTHOLD - " DRAINAGE CALCULATIONS DRAINAGE DESIGNED FOR INFALLVOLUME TEST HOLE SILT FENCE TRIBUTARY AREAL J _ p / PERMEABLE 21942 SF X 0.3 X 0.17 = 111.9 CF - c .�-- AGE OUTUNEOFDRAIN _ --,TRIBUTARY AREA TOTAL VOLUME REQUIRED 111 9 CF INE BROWN TOPSOIL W/ORGANICS AND FINE SILTY SAND = STORAGE F I _ uFF \\ FINETOMEDIUMBROWNSILTYSAND,SOMEFlNEGRAVEL,BROKENSTONE AGE PROVIDED BY VF ED@ 22.33 CF/VF = 178.64 CF l.� \ �oP o, L J (s'DIA. - \ I DRYWELL) - e DR \ / \ 1 FINE MEDIUM BROWN SILTYSAN RACE FINE GRAVEL,BROKEN STONE I F DT EL \ FBLL/F \T0 0if TRIBUTARYAREArB, oma LJ 6� ROOF 602 SFX 1 X 0.17 = 102.34 CF 8 \\ DW GAF PERMEABLE 1260SF X 0.3 X 0.17 = 64.26 CF 1 5 \ FINE TO MEDIUM PALE BROWN CLEAN SAND,TRACE FINE GRAVEL COASTAL EROSION HAZARD LINE 27' TOTAL VOLUME REQUIRED = 166.6 CF - \ FINETO MEDIUM PALE BROWN CLEAN SAND,TRACE FINE GRAVEL V_ PROPOSED / \\ 32' STORAGE PROVIDED BY 8 VF ED @ 22.33 CF/VF = 178.64 CF \� CONTOURS / (6'DIA.DRYWELL) / \ U_ _EXISTING / \ NO WATER FOUND / r : CONTOURS,`' ° A / he ° 83 \ ���°y°�+e;°, �.., TRIBUTARYAREAL J - ` \ / 94 @+'soO^'�w a8t`t+: / (_B, ROOF 332 SFX 1 X 0.17 = 56.44 CF TEST HOLE,,-- e �h '�°07 ��b , L PERMEABLE 4027 SF X 0.3 X 0.17 = 205.37 CF 1*0 TOTAL VOLUME REQUIRED 261.81 CF COASTAL EROSION HAZARD LINE STORAGE PROVIDED BY4VF ED @ 68.42 CF/VF = 273.68 CF LIMIT OF DISTURBANCE/ ' _ DW ` / SILT FENCE / / '� `�% /. ` -, SWIMMING POOL EXISTING a2STORY HOUSE ��'\ - -- -`� !I �� STORAGE PROVIDED BY4VF ED @ 68.42 CF/VF = 273.68 CF FFL 106.3 / L PROPOSED 5 - CONTOURS .0< -�� -�, :`� \� CUT FILL CALCULATIONS (J ::�:, HE ID RYA S R AN ARCHITECTS 174 5TH AVENUE,SUITE 300 `bW CUT FOR SWIMMING POOL CONSTRUCTION: NEW YORK, NY 10010 646-809-4343 www.ryalisheridan.com ,- :•` / \ON �' ; ; VOLUME: 274 yd3 "< _ ------- / ',DW,• / �Ng(RPNGE G -----------7­ DEPTH OF MATERIAL REMOVED: 1VT01' ` `- � ,y /• / \�- SILT FENCE PROJECT#: 1804 OUTLINE OF DRAINAGE �' / --, / •'• �"--- OUTLINE OF DRAINAGE TRIBUTARYAREA J / TRIBUTARYAREA FILL REUSED ON SITE: 7 ♦ µED ARpy EXISTING DRAWN: NC 4 �M S.RYgI CONTOUR s VOLUME: 70.4 yd3 / / / �- t ANGLE OF REPOSE: 30% ` N CHECKED: WR / £ VOLUME: 52.8 yd3 ANGLE OF REPOSE: 0% vC`O .,,_ .. DATE: 05.28.2021 9 0 01500, VOLUME: 14.8 yd3 F OP NEIN 40 ANGLE OF REPOSE: 25% m SCALE: 1/16"=1'-0" NET REMOVAL OF: 136 yd3 ' DRAINAGE GRADING PLAN N DRAINAGE AND GRADING PLAN ()04 1 1/16"=1'0" ASTLEY HOUSE SWIMMING POOL ORIENT REVISION DATE ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 FLOORPLAN KEYNOTES 1. INGROUND POOL&HOT TUB. 2. POOL EQUIPMENT. 3. EXISTING CMU WALL TO REMAIN. 4. NEW CMU MASONRY WALL. a Azoo 5. GARAGE DOOR. 6. AREA OF BASEMENT FILLED W/SOIL FROM THE SITE. / PROPOSED NEW WALLS 1 E i 2�— L STORAGE& c MECHANICAL ; 3� ,6 , CID \ l J N " 14'-8" i i c DN O 21R @ 6 7/8" 04 Qg 20T @ 11" 0 LJ c o 0 ' N CL 0 M n 3'-0" ROOF DECK RYALL SHERIDAN ARCHITECTS N 08 ® 174 5TH AVENUE,SUITE 300 o NEW YORK, NY 10010 646-809-4343 www.ryalisheridan.com C4 -91=0"(841-611 ASL) °D Fo EXISTING GARAGE SLAB n� PROJECT#: 1804 -- y��pEO ARc v� M S.RY DRAWN: NC CHECKED: WR G? 8'-2"R.O. 1 -2.. o UP 'o _ DATE: 06.22.2021 9�� a• 0150A o4,b /lZ " of'' NEW 07 06 SCALE: 1/4"=V-0" 25'-61- —� 24'-2" PROPOSED PLANS 2 A200 2 PROPOSED ROOF PLAN 2 PROPOSED BASEMENT PLAN 2 1/4"=1'0" 1/4"=1'0" ASTLEY HOUSE SWIMMING POOL ORIENT ---------- --- -- -------- - - 1 -- ------ - ' - : REVISION DATE l - -----------. --- - - - - -- - - ---- ---- - ,- -- _ ....-- - - . .._..... --- - ---- ------------ -- -- ------- -- ------ ISSUED FOR PERMIT 03/18/20 > �3� ' ______________ - - -- - ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 1 ii - - ----------------- ------------- - • REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 - - ' -- - - - i :- -- -- ------------- - -- ------------ --------- ------ ----- ----- i i - --: -". . ..-- _ - ------- --- ---- - - - - - - - - - --- - ---: - --, -------------- -- --- ---- - - -- --- - ----------------- �2 --------- ----- ----- ------- ----- - -- 1 ---------_--- .:::------.------------- FLOORPLAN KEYNOTES , ------ ---- ---- -- ------------------ 1. INTERIOR PARTITIONS TO BE REMOVED. 2 EXTERIOR CMU WALLS TO BE REMOVED. 3. CMU RETAINING WALL TO REMAIN. , ® 4. BRICK/BLOCK STAIR TO BE REMOVED. 5. PORTION OF FIRST FLOOR FRAMING TO BE ---- - ------- -- -- -- - ------ ---- ` REMOVED FOR STAIR TO BASEMENT. ' - 6. DECK TO BE REMOVED. 1 7. PORTION OF CMU WALL TO BE REMOVED FOR - 1 - ---------- --------------------------- N ; : --- - - - - DOOR/WINDOW. L0 8. MECHANICAL EQUIPMENT INCL.BOILER TO BE , :... -- ; : REMOVED. 9.. AREA OF CONCRETE SLAB TO BE REMOVED. ---------------------------- --- -- ---- ------------- - ---- - - - -- ------- ---- t ---------------------------------.: 1 .-....................------- I _..-_-_.__..__----------------' -- --_. .--..--- :-------. - WALLS TO BE REMOVED --- ------ - ----------------------------- ---------------------------------------------- ---- ------ ---- ------- ---- ----- - - - - ----- ----- --- -------- ---- ---- --- - CONC.SLAB TO BE REMOVED - - - ------ -- - - -------- - -------- ------- ---- --- ----- - ---------- - 1 1 - - --------------------------------- - ji : - 1 1 - - ..... 1 -- ..:..:.:..:: -- "- -- ------ - - �� - --- ---- ----- - -- 1 ; ----- ---------- - 1 ALL STRUCTURE WEST OF LINE TO BE DEMOLISHED ON FIRST FLOOR .-__--_.-- -----------. ..... (EXCLUDING FLOOR FRAMING OVER BASEMENT TO REMAIN) -------------- ----- - ------- " ---- -- - - ------- 1 - --- - --_ ------ ------ --- --- --------------------------- ---------- ---------------------- o ---- - - --------- ------------------ --- --------------- ------ ------- --------- ------------- - --- ------ --- ------- ------ ------ ----- ------ ----- --- _.-.._... -------- -------- ---- --- - - ------- -------------------------- ------- ------- RCHITECTS -------------------- -- - RYALL SHERIDAN A `" - ------ --- _ 1174 5TH AVENUE,SUITE 300 -40 /61 -- ----- -- ---- ---- N EW YORK, NY 10010 616-809-4343 www.ryallsheridan.com ------ - - - --------------- - PROJECT#: 1804 --- - - -------------- ------ -- IµEU Agcy ------- --------- -- - . - DRAWN N ---------------------.. CHECKED: WR -- ----------- -- - -- ---------- -----------: - - - DATE: 06.22.2021 ��' 015�A�OQ� i - - ----------------- - --------------------- O}'' NEIN�[ - - ------ --- - --- ------- -- - ----- ------- -------- _ _-- SCALE: 1/4"=1'-0" EXISTING PLANS/ 25'-6" DEMOLITION PLANS 2 EXISTING BASEMENT PLAN 2 EXISTING FIRST FLOOR PLAN 2 1/4"=1'0" tAAFA ASTLEY HOUSE SWIMMING POOL ORIENT (4D REVISION DATE ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 o REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 T.O.Existing Roof ............—-—-—-...... —-—-—- 106.3'ASLS T.O. Proposed Roof Deck —-—-—-...... —-—-—- 104.75'ASL ............—-—-—- —-—-—-—-—-—- ———————————————— 6'-0" 6--01/2" _ - --------- --------- -------------------------------------------- ------- 3 ELEVATION KEYNOTES Cv 02 01 1. BASEMENT/GARAGE BELOW GRADE. M ao i 3. PROPOSED OUTDOOR SHOWER. Proposed Pool Terrace 95ASL--v 5. EXISITING MASONRY RETAINING WALL Proposed Raised Ground Floor WD-1 93ASL6. PROPOSED WOOD FRAMED STAIR. ' \" IL Existing Pool House Ground Floor —------ —-—-—-—-—-—- ......—-—-—- -------- ————————————- 91.51 ASL 91.51 ASL EXISTING WALL AREA TO REMAIN WD-1 PROPOSED NEW WALL AREA Existing Basement Fir LvI 84'ASLO ------ EXISTING GRADE PROPOSED WEST ELEVATION 3 PROPOSED SOUTH ELEVATION WD-1 T&G CEDAR SIDING T.O.Existing Roof T.O.Proposed Roof Deck ------------ 104.75'ASL 121-0-1 41-011 ------ -------------------------- WD-1 C2 — — — — — — Proposed Pool Terrace - - - - - - —-—-—- 95'ASL Proposed Raised Ground Floor RYALL SHERIDAN ARCHITECTS 93'ASL 174 5TH AVENUE,SUITE 300 '-' ------ Existing Pool House Ground FloorYORK, NY 10010 - - -- - - - - - - - -4=0- - ----------------- - - - - - - - —-—-—- ------- - - ----------- - - - - - - ----------- - - - -- - ------ ----- 92.5ASL,, 646-809-4343 www.ryallsheridan.com F- --------------T - � U7PROJECT 1804 C1j FtED 4,?o DRAWN: NC S.R .1 Os 08 0 09 I WD-1 CHECKED: WR A DATE: 06.22.2021 0. -----•------- Existing Basement Fir LvI pp. NEW'10 84'ASLO SCALE: 1/4"=1'-0. PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION ..=vo,. PROPOSED PROPOSED ELEVATIONS 1/4 1/4 ASTLEY HOUSE SWIMMING POOL ORIENT 2 C� REVISION DATE ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 I I 1 I I I 1 I ------------------------------------------------------------------------------------------------------------------------------------ I ---------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- a _----------------- -----_------------ _ ---------------------------------------------_--------------__- --------' --__-----____----------------------'--------------_- --� I I -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_--------------------- I --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i ------------------- 1 3 r----------------- I ------__-_-_-_-_-__ C_J I 1 --------• --------- 1 1 ELEVATION KEYNOTES 1. ROOF TO BE REMOVED. 4-1 2. MASONRY CHIMNEY TO BE REMOVED. 1 I --------------------- 1 I I 1 I J 1 1 1 1 1 1 1 I I I i____________________________ ' ' ____ ' 'L _ I 1 I I ---------------------------- ---- -- --=_ I__ -- . ----- L -- 3. DECK AND RAILING TO BE REMOVED. I I -1 I I 1 I I' 'I ------------- I 4. NEW OPENING MADE FOR DOOR/WINDOW. 5. EXISTING WALLS TO BE REMOVED. ' ------------- �� r'_�----- \� -----------' 6. OUTLINE OF BASEMENT/GARAGEBELOW r------------- 1 ------- I 1 1 I 1 I GRADE. I I I I I I I I I I I I I I I I I I I I I I I I I I i PORTIONS OF EXISTING I I I I BUILDING TO REMAIN I I I I I I I I I I I i L-——————————————————————i——————————————————————-I L———————————————————————————————————————————————————————————————— ————————————————————————————————————————————————————————————————-1 4 EXISTING WEST ELEVATION 3 EXISTING SOUTH ELEVATION 1/4"=1'0" 1/4"=1'0" r2 t- i i I i j 1 I I 1 1 I 1 I 1 1 I 1 I \ ' - I I I I I I 1 I 1 1 I , ' I 1 ------------------------ ----- - - I 1 I I �3 I I 1 I I I I - 1 4 I I I I I 1 1 I III 'i i' 'i --------------- s II '� I 1 I� ,I 1�_ I I I L•--------------^ — — - -- `----- ---rl------- = rt—==I ---------------- ——————— ---'`--------- l-------------------------------------- ---- --- -------*-- ------"-------------------------------------1----a 1 n--------------n r -T-----------. - rr-- ---------- _- ---------- _I-h---- , n---------------------n---------------------n---,-I-------I,----------n---------------------r�--------------------r� 1 1 ------------- - I t -T - -- -----,, ------ - - - - - ---,, - ----„ ----- -- - --- -- - 'I RYALL SHERIDAN ARCHITECTS II II I 11 I II 11 I yh , 11 II II ,I , II II 11 1 I I I I 1 I I t 1 11 11 ( 174 5TH AVENUE SUITE 300 1 1 `�- - I - -- " I I I y; 1 i i I I I I I Y 1 010 h'-------------- I ' ' .' - - - -- - - -- -- " - - - -- -- - ---`.-J ----- ---- --_-- - l' l --11 ----- {-- --- - --- - -- 1 - - ----- - -- - --- -- 11 --- ' - - - - ' - -- ---- --- ---1 I .- - - ------ ---- -U- -- --1 I RK, N NEW YO -------��-------------i , - _____________LI___y`__-__- --____--_LI-_____-_____ _-______IJ______-________-____IJ 646-809-4343 www.ryalisheridan.com I 1 I I ------- ---------- ---------------- ---------- -------- f-------------- tr---------- 11--------------------- rl----------- rl------------ I-1---------------------I'1---------------------I'I---------------------I,--------------------1'i I •• I• 1 ll t) ll 11 11 tl LI Ll LI Li ____________________-4 _y _____________� I I R_____________-__-� 1 I I 1 1 11 I I PROJECT#: 1804 -- . lfftED Agcy I 1 I I I I I \` �' i _ 1 I I •` �' 1 I I 1 t 1 1 I 1 r--J �� S. I 1 I /\ DRAWN: NC R Iy \PM S 1 1 1 / q -+J1 ' I I # CHECKED: WR I I I I I V I I I 1 1 • I I I I I I I I r -' 1 I DATE: 06.22.2021 �' d 9 0 oZsCa 00. NEW'4O SCALE: 1/4"=1'-0" 2 EXISTING EAST ELEVATION EXISTING NORTH ELEVATION 1/4"=1'0" 1/4"=1'0" EXISTING ELEVATIONS T.O.Existing Roof r_ 106.3'ASL T.O. Proposed Roof Deck ASTLEY HOUSE O SWIMMING POOL 104.75'ASL I 1 ORIENT I ' I ' I ' I ' I ' I I 11 REVISION DATE 1 / , I , , Proposed Pool Terrace ISSUED FOR PERMIT 01/16/20 95'ASL& ISSUED FOR TOWN TRUSTEE REVIEW 06/22/21 I II I , , Proposed Raised Ground Floor 93'ASL Existing Pool House Ground Floor • ----------------------i 92.5'ASL& I ; - ---------------- -- 1.5' I I 1 I I I I I I I I 20 16), \ I I I 1 11 I I I 1 ' FLOORPLAN KEYNOTES - Existing- ----------------- _ -- � � � Basement Ir Lvl --------------------- ASL O 1. PROPOSED MAHOGANY RAILING.------ -- 2. PROPOSED WOOD TIE STEPS W/GRAVEL FILL - FROM WEST HOUSE LEVEL DOWN TO POOL NORTH-SOUTH SECTION TERRACE. 3 3. PROPOSED SELF-SUPPORTING STEEL RETAINING T.O.Existing Roof WALL BEYOND. c 106.3'ASL& 4. PROPOSED POOL TERRACE LEVEL. T.O. Proposed Roof Deck 5. PROPOSED WOOD TIE RETAINING WALL. 104.75'ASL& 6. EXPOSED,ABOVE-GRADE WALL OF PROPOSED I _ POOL/SPA BEYOND. ___-------- _ 7. PROPOSED NEW WOOD FRAMED ROOF W/ROOF DECK ABOVE. • 8. EXISTING WOOD FRAMED WALLS TO REMAIN. ` - 9A. EXISTING CMU BLOCK WALLS TO REMAIN. UC1� 9B. 1'TALL PORTION OF EXISTING CMU BLOCK WALL ' TO REMAIN AS RETAINING WALL. ` 10. EXISTING CONCRETE SLAB TO REMAIN. 11. EXISTING WOOD RETAINING WALL TO REMAIN. P Proposed Pool Terrace .__ _. I 12 PROPOSED CMU WALL 7._.���N-.. �_�`.•.�._^�,._,.�_.---_ ....:;_,._ ,_.,-,. ,._��.1 ,".�.,._,.,._�,_,. ,.-•�_.,��".^. ^ ti^�.�_r. ._,._^,.�. ,.,J.s _ � � I � 95'ASL - _ - � ---.- � r I ' 13. PROPOSED STONE STAIRS. ---L__ _-_-- HOTTLIB/ i ; ; Proposed Raised Ground Floor SPA ; ; 93'ASL 14. PROPOSED WOOD STAIRS TO ROOF DECK. Existing Pool House Ground Floor 15. EXISTING CONCRETE STAIRS TO BE REPLACED. ----i 92.5'ASL 16. EXISTING CONCRETE SLAB TO BE REMOVED AND ------- � o .51 AS ------------"----"-; REPLACED W/GRAVEL&NON-TURF BUFFER. 9 - CONCRETE SWIMMING POOL L co - - - 17. OUTLINE OF EXISTING HOUSE. I 1 -- 18. PROPOSED GRADE BEYOND. -- - 19. EXISTING WOOD FRAMED FLOOR W/PROPOSED - - 9�1- I / - - - �_ - -- - - ' I OUTDOOR DECK ABOVE. 12 I 20. EXISTING DECKTO BE REMOVED. - - - -- EXISTING WALL/FLOOR/ROOF Existing Basement Fir Lvl - - ', -------- " - 84'A L& TO REMAIN - --- - NORTH-SOUTH SECTION 2 PROPOSED NEW WALL/FLOOR/ROOF 0 ------ EXISTING GRADE e o • T.O.Existing Roof r_ • • 106.3'ASL • - T.O. Proposed Roof Deck 104.75'ASLO 1 1 I - --- 1 ' RYALL SHERIDAN ARCHITECTS r2 5 �6� o 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryalisheridan.com (R� J Proposed Pool Terrace I-----, 95'ASL PROJECT#: 1801 Proposed Raised Ground Floor Adr\ EaEo- qc �� A ti 93'ASL DRAWN: NC v��pM S.RYA Existing Pool House Ground Floor Q ,��` 4'� ��►� ---------------------- ' - - i! 92.5'ASL - - _ CHECKED: WR - - - - ---- -- 91.51 ASL ------- --------- =-------- - -- - - - - - -- - DATE 06.22.202 1 15 � yo 0 Opo •q�, - �1 �1 Op NE W'to - - i �2 SCALE: 1/4"=1'-0.1 I I 1 NORTH-SOUTH SECTION ' I 1/4"=ro" -� -- - - - POOL & POOL HOUSE 1 ----- --- -- I -1 - ----_- I I Existing Basement Fir Lvl SECTIONS I I "'ASL O ASTLEY HOUSE SWIMMING POOL ORIENT REVISION DATE ISSUED FOR PERMIT 01/16/20 ISSUED FOR TOWN TRUSTEE REVIEW 06/22/21 3 • C2C-- Proposed Pool Terrace FLOORPLAN KEYNOTES --- -- - - —-------- ------ - 95'ASLO 1. PROPOSED MAHOGANY RAILING. �• 'E 'F 'I ii lei I" _ -- _ _ _ _ _ ____—__ —_— — __ ___.__ _ _____ 2. PROPOSED WOOD TIE STEPS W/GRAVEL FILL Proposed Grade --- - — — Variable FROM WEST HOUSE LEVEL DOWN TO POOL - - Existing Grade TERRACE ___-�- Variable 3. PROPOSED SELF-SUPPORTING STEEL RETAINING ----- WALL BEYOND. 4. PROPOSED POOL TERRACE LEVEL. I 1 I I 5. PROPOSED WOOD TIE RETAINING WALL. I I I I 6. EXPOSED,ABOVE-GRADE WALL OF PROPOSED I\_- ------ J ..._- ----- ---� I - POOVSPA BEYOND. --- _= ___ _ - ------- --j - 7. PROPOSED NEW WOOD FRAMED ROOF W/ROOF - - - - - - DECK ABOVE. 8. EXISTING WOOD FRAMED WALLS TO REMAIN. 9A. EXISTING CMU BLOCK WALLS TO REMAIN. 9B. 1'TALL PORTION OF EXISTING CMU BLOCK WALL EAST-WEST SECTION TO REMAIN AS RETAINING WALL. 2 10. EXISTING CONCRETE SLAB TO REMAIN. 11. EXISTING WOOD RETAINING WALL TO REMAIN. 12. PROPOSED CMU WALL. 13. PROPOSED STONE STAIRS. 14. PROPOSED WOOD STAIRS TO ROOF DECK. 15. EXISTING CONCRETE STAIRS TO BE REPLACED. 16. EXISTING CONCRETE SLAB TO BE REMOVED AND REPLACED W/GRAVEL&NON-TURF BUFFER. 17. OUTLINE OF EXISTING HOUSE. 18. PROPOSED GRADE BEYOND. 19. EXISTING WOOD FRAMED FLOOR W/PROPOSED OUTDOOR DECK ABOVE. 20. EXISTING DECK TO BE REMOVED. EXISTING WALL/FLOOR/ROOF C -------, TO REMAIN PROPOSED NEW 0 0 , • T.O.Existing Roof ALL/FLOOR/ROOF ----------------------------------------------------------------------•- -------------------------------------------------------- � x + ; 106.3'ASL • • 1 ------ � T.O.Proposed Roof Deck EXISTING GRADE 104.75'ASLO i , V- 17 7� i i 0C , r � i �/ b i 8 1 o ; Proposed Pool Terrace Proposed Raised Ground Floor 15 i 93'ASL RYALL SHERIDAN ARCHITECTS •_ , Existing Pool House Ground Floor 174 5TH AVENUE, SUITE 300 ' 92.5'ASL& NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com 91.5'ASL 3` X16 ® - �gA -- PROJECT#: 1801 `CO, �FtED ggcy' DRAWN: NC S.RYq�4 CHECKED: WR - -- -- - - - - asemexists g E f 'n Basement Fir Lvl o. oa -----------------�--------------- .►�____-�- - -__i_- :- ,_,-,.__,..:-�-� - 84'ASL& DATE: 06.22.2021 0 92�y 015 0 - - - - SCALE: 1/4"=1'-0" POOL & POOL HOUSE 1EAST-WEST SECTION SECTIONS 1/4"=1'0" ASTLEY POOL HOUSE TYPICAL DETAILS ANDPOOL 2X4 MAHOGANY CAP 5 1/2" 2" R-23.1 R-8.4 1X6 MAHOGANY BOARDS ATTACHED W/ CONCEALED CLIPS 2X4 MAHOGANY POSTS REVISION DATE RR-8.7 R-14.5 jI 3/4" PAINTED CEDAR BOARDS ONI I I "SELF-SEALING"BUTYL TAPE AT ATTACHMENT PENETRATIONS 3/4" PT FURRING STRIPS \ PT SLEEPERS NOTCHED TO OVER OVER SUPPORTS GWB ON 3/4"PT FURRING STRIPS TPO ROOF MEMBRANE 2"ROCKWOOL COM FORTBOARD � \\\\ o STAINLESS STEEL CABLES \\� INSUL.@ R-4.2 PER INCH 2.5 ISO INSUL @ R-5.8 PER INCH TAPERED ISO INSULATION BOARDS @ R-5.8 PER INCH c VAPOR PERMEABLE WEATHER BARRIER \\ < ' M BY SIGA-ALL SEAMS TAPED EXTERIO \%\'SIDES CMU BLOCK WALL - 3/4"T&G PLYWOOD SHEATHING �7 3/4"PLYWOOD SHEATHING %\\/\\\ LIQUID APPLIED WATERPROOF LAYER 117/8"TJI ROOF JOISTS CAVITIES FILLED WITH ROCKWOOL \\� COMFORTBATT INSUL.@ R-4.2 PER INCH 2X6 FRAMED WALL W/ROCKWOOL h DRAINAGE MAT VAPOR PERMEABLE AIR BARRIER BY SIGA. i/ \\ , COMFORTBATT INSUL.@ R-4.2 PER INCH /\ ALL SEAMS TAPED / 1.5 ISO INSUL.@ R-5.8 PER INCH -----•-�--x-a-� --� ---- /\ RPLAN FL 00 KEYNOTES 5/8"GWB NEW FRAMED WALL DETAIL SECTION 2 NEW BELOW GRADE MASONRY WALL DETAIL SECTION 3 NEW ROOF DETAIL W/ DECK ABOVE ,777 1 =1'0" 1 1/2"=1'0" "=1'0" i 2X4 MAHOGANY POSTS BOLTED TO FRAMING HOLD-DOWN AND STRAPPING DETAILS SHEAR WALL END POST, SIMPSON HOLD DOWNS SIMPSON HOLD SEE SCHEDULE AT ALL SHEAR WALL END DOWNS AT ALL POSTS,SEE SCHEDULE SHEARWALL CONNECT TOPS OFRAFTERS ON CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM,SEE PLAN END POSTS,SEE ANCHOR HOLD DOWN (2)-SIMPSON MTS16 TWIST STRAPS, SCHEDULE OPPOSITE SIDE OF ALTERNATE SIDES OF POST I' FOR SIZE AND LOCATION TO THE TOP FLANGE RIDGE W/SIMPSON GUARD RAIL DETAIL SECTIO N ° OF STEEL BEAM W/ LSTA30 STRAP WOOD POST,SEE PLAN /I SHEAR WALL END POST, o CONNECT ROOF POST TO "t 1 1/2 SEE SCHEDULE THREADED ROD FOR SIZE ROOF RAFTER AND ROOF POST/STUD BLOCKING AND LOCATION II SHEATHING.SEE PLAN FOR BELOW W/CS16 SIN PPON THREADED ROD II SIZE AND THICKNESS, COIL RAP CONNECTING RIDGE BEAM,SEE RESPECTIVELY,AND ARCH.PLAN FOR SIZE II HOLD DOWNS II DWGS.FOR PITCH THROUGH FLOOR II z SEE SCHEDULE `v ° STEEL BEAM,SEE PLAN 2x BLOCKINGTO BETWEEN RAFTERS WOODIPOS POST �SIMPSON HOLD DOWNS ATALL �� WINDOW AND DOOR SCHEDULE SHEAR WALL END POSTS,SEE CONNECT CRIPPLE TO HEADER WITH SIMPSON SCHEDULE J CONNECT RAFTERS TO TOP MTS30 TWIST STRAP AT STEEL BEAMS OF WALL W/SIMPSON TS 12 UNIT# R.O.SIZE(WXH) UNIT SIZE(WXH) WINDOW/DOOR TYPE AT FLOOR LEVELS TWIST STRAPS g CONNECT HEADER/BEAM tt TO POSTMACK AND KING STUD W/SIMPSON STRONG 01 6'-1"X 8'-1" 6'-0"X 8'-0" inswing double doors TIE HH HEADER HANGER 02 61-1"X81-1111 6'-0"X 8'-0" inswing double doors WALL SHEATHING NOTES: 03 12'-1"X 8'-1" 12'-0"X 8'-0" fixed windows ALL STRAPS 04 4'-1"X 2'-7" 4'-0"X 2'-6" tilt turn window INDICATED ARE TYPICAL, 05 3'-0"X 3'-6" 2'-11"X 3'-5" tilt turn window SIMPSON HOLD DOWNSUNLESS OTHERWISE SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, NOTED ON PLAN 07 3'-11"X 2'-5" 4'-0"X 2'-6" tilt turn window SEE SCHEDULE POSTS,SEE SCHEDULE SEE SCHEDULE 1-1 SEE PLANS FOR HEADER 08 6'-1"X 7'-1" 6'-0"X 7'-0" inswing double doors LVL BEAM,SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD SIZE AND LOCATION 09 6'-1"X 7'-1" 6'-O"X 7'-O" inswingdouble doors 1 (3}PLY MIN.• ° THREADED ROD THROUGH DOWNS AT MIDDLE PLY OF LVL BEAM o ALL SHEARWALL END POSTS,SEE SCHEDULE NOTES: -All glass is tempered TYP. ROOF STRAPPING DETAILS TYP. WOOD BEAM/POST STRAPPING DETAIL -Window+DooruFactor=o.25 DRILL AND EPDXY ANCHOR RODS AT HOLD DOWNS s NTS 7 NTS -SHGC =0.40 AT FOUNDATION 1/4"x 5')5"STEEL LEVEL,SEE PLATE RECESSED SCHEDULE INTO LVL BEAM AT LVL BEAMS AT FOUNDATION LEVEL ENVELOPE DESIGN TYP. HOLD—DOWN CONNECTION DETAILS CLIMATE ZONE:4A RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 5 NTS BUILDING ENVELOPE DESIGN REQUIREMENTS AND DEISGN VALUES: NEW YORK,NY 10010 646-809-4343 www.ryalisheridan.com FENESTRATION U-FACTOR: REQUIRED(MAX) =0.32 NOTES: PROVIDED=0.25 1.HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR PROJECT#: 1801 THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: FENESTRATION SHGC: tEpEo Aqc A.AT SECOND FLOOR SHEAR WALLS,PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE REQUIRED(MAX)=0.40 �`' tl SHEAR WALL 13ELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD PROVIDED=040 DRAWN: AB,NC Qv �pM S.R . OF THE INDICATED DIAMETER. B.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER.RODS SHALL BE DRILLED IN AND EPDXY ANCHORED FRAMED WALL R-VALUE' USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. CHECKED: WR REQUIRED(MIN) =13+5 PROVIDED=23.1+8.4 DATE: 10.27.2022 9rE`�0 OISOA�0 MASS WALL R-VALUE: OP NEW REQUIRED(MIN)=8/13 PROVIDED:8.7/14.5 SCALE: AS NOTED CEILING/ROOF R-VALUE: REQUIRED(MIN) =49 PROVIDED=50 TYPICAL DETAILS AND CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCHEDULES GROUND WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL SNOW LOAD �, TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY FROST LINE TEMP. UNDERLAYMENT HAZARDS INDEX TEMP. SPEED (MPH) WEATHERING TERMITE REQUIRED EFFECTS REGION DEBRIS ZONE DEPTH 25 PSF 137 NO NO YES B SEVERE 48" MODERATE TO HEAVY NO X ZONE 1500 OR LESS 54.2 F A 0() i REMOVE UPPER COURSES O BLOCK FOUNDATION WALL TO MINIMUM 1FT BELOW PROPOSED GRADE EDWARD ARMUS ENGINEERING, PLLC EDWARD ARMUS, PE - _ / _ - PO BOX 1047 FEE11 O O OO 00 00 OO 00 00 OO 00 OO 00 DO OO 00 00 00 00 ❑ L �t SOUTHAMPTON, NY 11969 ❑ - NEW CMU OUTSIDE FOUNDATION LINE OF FOUNDATION WALL BELOW 631-726-4717 NEW FULL HEIGHT 8"CMU WALL AT CORNERS TO BE WOVEN IN TO I� SHORTENED LENGTH OF NEW BASEMENT EXISTING SIDE WALL BLOCK . SPACE,SET WALL ON 10"x20"FOOTING ❑❑ EXISTING FJ TO REMAIN TH O RI ANSVERSETBARS AT 8INUOUS#4 R BOTTOM OEBAR AND F r FOOTING MIN 36"BELOW GRADE " 08r16>✓22 cit% WATER PROOFING OF THE FLOOR 2 ❑ II SHEATHING AND SLEEPER SYSTEM AS c- SPACE TO BE WATERPROOFED, I PER ARCHITECTURAL DRAWINGS BACKFILLED WITH CLEAN SAND, Q� j AREA OF EXISTING HOUSE JOIST TO BE TOPPED COMPACTED,AND PREPARED ( ❑ I II FROM LANDSCAPE PAVING ❑ WITH ROOFING MEMBRANE AND SLEEPER/DECK ❑ I I CUT BACK EXISTING FLOOR JOIST, SYSTEM-SEE ARCHITECTURAL PLANS ❑ I EXISTING FJ TO REMAIN ADD NEW DOUBLE TREATED BOX ❑ END ON NEW CMU WALL,CONNECT WITH FACE MOUNT HANGERS TO THE EDUCATION LAW OF THE STATE OF NEW REMOVE UPPER 3-COURSES�� F01 ❑ I I EXISTING FJ. SEE ARCHITECTURAL YORK PROHIBITS ANY PERSON FROM OF BLOCK FOUNDATION WALL, \ DETAILS FOR FLASHING. ALTERINGANYTHING REMAINING FOUNDATION ❑ I II -� SPECIFICATIONS,UNL SS TS UNDER THE AND/OR THE ACCOMPANYING WALL TO REMAIN ❑ DIRECTION OF A LICENSED PROFESSIONAL W ENGINEER,WHERE SUCH ALTERATIONS ARE ❑ I IL] p 1 I j I MADE,THE PROFESSIONAL ENGINEER MUST El ( W i SIGN,SEAL,DATE AND DESCRIBE THE FULL F7 I \ = U P EXTENT OF THE ALTERATION ON THE ■ D ( > ! DRAWING AND/OR IN THE SPECIFICATION - ❑ I ANEW DOOR OPENING TO BE U ! �, (NYS ED.LAW SECTION 7209-2). El SAWCUT INTO CMU WALL,CUT U) QQ QQ QQ QQ AND REMOVE BLOCK FULL HEIGHT Z - - OF WALL,UPPER CORNERS TO BE 5 EXISTING FLOOR JOISTS AND ARCHITECT: II LEDGED TO SEAT NEW HEADERS a6Wi Z SHEATHING TO REMAIN -0-1 j RYALL SHERIDAN EXISTING FJ TO REMAIN d ARCHITECTURE �I 174 5TAVENUE, 300 I) w w TYPICAL DOOR AND WINDOW DROP HEADER TO BE NEW YORK NY 10010 ---- EXISTING BASEMENT p _ Z! a II SLAB TO REMAIN ¢ -(2)11-7/8"LVL WINDOW AND DOOR LOCATIONS TO ---- NOTE:THE CONTRACTOR MUST NOTIFY U ✓/ BE VERIFIED WITH ARCHITECTURAL PLANS-U.O.N. THE ARCHITECT OF DAMAGED,ROTTEN O EXISTING FLOOR JOISTS AND SHEATHING p OR COMPROMISED FRAMING SCHEDULED ¢ TO REMAIN Z TO REMAIN DIN DN - ---- - K -ADD ADDITIONAL SOLID I Q BLOCKING BETWEEN JOIST a. � W zp I END Q NEW 2X4 BEARING STUD II o p W O ( I EXISTING FLOOR JOISTS AND SHEATHING _ -j M m co TO REMAIN AREA OF EXISTING HOUSE JOIST WALL SET ON EXISTING 5 F 3. ¢ BASEMENT SLAB - /---WITH SECOND LAYER OF SLEEPERS, I I W /Z I _ SHEATHING AND FLOOR SYSTEM. Ii EXISTING FJ TO REMAIN z z W W HEIGHT TO BE COORDINATED WITH II J W Z r p --BEARING WALL BELOW OUTSIDE DECK HEIGHTS-SEE \ I I a- I -' ¢ FULL HEIGTH BEARING WALL ARCHITECTURAL DETAILS --- ----- -_ 0 F_---- -iu-- I j` W XZ W ------ ------ �---'---EXISTING DROP GIRDER � t=n I-- - W - AND COLUMNS TO REMAIN � _Q 4 o (� ¢ J IIm -- Z m =Q f = J Z � U5 ( j 00 J n ---NEW DOOR OPENING TO BE SAWCUT I W -- - -- - INTO CMU WALL,CUT AND REMOVE U P I I BLOCK FULL HEIGHT OF WALL,UPPER I u- EXISTING FLOOR JOISTS AND EXISTING FLOOR JOISTS AND CORNERS TO BE LEDGED TO SEAT I NEW HEADERS SHEATHING TO REMAIN SHEATHING TO REMAIN d II of � W 2 UPDATED PLANS 01/29/20 1 FRAMING PLANS 11/13/19 EXISTING MASONRY DOOR OPENINGS [NEW WINDOW ROUGH OPENING,USE TO BE FILLED,MATCH EXISTING WALL DOUBLE L3.5x3.5x4 ANGLE LINTEL 0. Revision/Issue Date MASONRY IN-KIND-TYPICAL OF 3 MAIN FLOOR JOISTS PLAN MAIN FLOOR FRAMING PLAN FOUNDATION PLAN (BASEMENT SHOWN) SCALE: 1/4" = 1r-oft SCALE: 1/4" = 11-011 SCALE: 1 /4" = 1 '-0" W' w O � O O a W = O z FRAMING NOTES W z w W -j ��. o 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 0 LARCH STRUCTURAL GRADE NO. 1 OR BETTER. a (n 2. ALL SHEATHING TO 13E APA RATED, EXPOSURE 1, 5/8"MIN.THICKNESS. Q 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4"MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON ALLOWABLE HOLES - HEADERS AND BEAMS SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. 4. ALL HEADERS 6-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE 1.55E TimberStrand® LSL Headers and Beams UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS 2 x diameter of the �1 ALLOWABLE HOLES - TJI® JoiStS TO BE GLUED WITH F'L PREMIUM AND NAILED.)ALL HEADERS SHALL largest hole(minimum) ' BE A MINIMUM OF(2)2X8 OR AS SHOWN ON DRAWING. 3/3 depth i Min.distance from Table A Min.distance from Table B 1Y2"hole may be cut Allowed hole zone anywhere in web out- 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR --- -- -- -- -- ---- -- DO NOT side of hatched zone BEAMS AS PER N.Y.S.CODE OR AS NOTED 8'-0"O.C. MIN. - cut or notch flange. - -- - o-- -- - - - - - -- - = o o°a ----- -- -;i c PROVIDE 2 SPACE F'OR AIR CIRCULATION IN ROOFS. PAT NAIL - 1 0 35 / "� " o"u C-� 1 1� 2" O L - 6. DOUBLE FRAMING AROUND ALL OPENINGS SKYLIGHTS, STAIRS, ETC. PLATE 6D ( .1 "X 312") -' 'j. o Header or Beam Maximum Round j s_-_ �J i I' 6 1- ( ) „ ________________ _ 1.55E TimberStrand LSL / - - - ----- _---- +L4 OR AS NOTED ON DRAWINGS. AT 12 ON-CENTER - 1 Depth Hole Size m �7-- t ^ 9?4"-9Yz" 3" ",-`�. 6' L' j 2 x D� DI Closely grouped round LZ Z x LZ LD6 6" 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS 2X STUD WALL FLOOR PANEL NAIL- 8 8- 11Y^-11�/^ 3s/" No fieldeut ""III minimum "'111 holes are permitted if mrnimum No field cut Do not cut a s a J 1n 1 L the group perimeter " n 1 n n - s ^ T � holes!n (applies to all holes g P p holes)n � holes larger ORAS NOTED ON DRAWINGS. ( / ) 1a"-ts" a/e AT 16 - 8D 0.131 X 2 2 AT 6 ON-CENTER DO NO hatched ( Pp meets requirements for hatched Z C0 See illustration for allowed hole zone cut holes in cantilever except knockouts) 4 than 1'/2•in - General Notes zones round or square holes. zones cantilever 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED ON-CENTER �� reinforcement. GALVANIZED METAL CONNECTORS BY'TECO"OR APPROVED EQUAL. WEB STIFFENERS REQUIRED ON BOTH uniform and/hole zoneconcentratele for d loads any beamsaaloe h TABLE A - END SUPPORT � uniform and/or concentrated loads anywhere along the member. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS \ � 1 SIDES AT A3.4W ONLY • Round holes only MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT J Q SHEATHING • No holes in headers or beams in plank orientation. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND / JOIST Tim0. PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. BOUNDARY NAIL87,- \K-- ��� �i I DEPTH z z j 2" 3" 4" 5" 6Y" 7" 8�/e" 11" 13" 2" 3" 4" 5" 6Y" 7" 8�/s" 11" 13" 8D (0.131 X 21/2")AT ��' ,` // LSL OR LVL RIM BOARD. OTHER TRUS JOIST® HEADERS AND BEAMS i/ b „0 ,'-o• rs" 2'-0" 3'-0• 5'-0" r-0^ ,'-6" 2's" 3'-6• 4's" W 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4"O.C. EXTERIOR 4" ON-CENTER % MICROLLANII® LVL 230 210 r-0• r-6" T-6" T-O" 5'-s- r-0" 2'-0" 2'-6• 4'-0• 5'-0" Q EDGES AND 6D @12 O.C. INTERMEDIATE. n i�,�!/ I' �/ 230 1'-6• 2'-0" 2'-6' T-6" 5'-6" 1'-0" 2'-0" Y-0" 4'-6" 5'-O" \ ' �= �- 1.3E TIMBERSTRAND® AND PARALLANI® �\ II •i � 360 1'-6" 2'-O" 3'-0" 4'-0' 6'-0" r-0. 2'_6• 3.-0. 5•-0' S._6^ LSL HOLE ZONE PSL HOLE ZONE 2 X DIAMETER OF THE , �. M1 /3 DEPTH 560 r-6" 2'-6" 3.6. 5'-0• T-0" 11. FINISH TO BE SPECIFIED BY ARCHITECT, FLASHING AND WATERPROOFING " I / TOE NAIL- 10D (0.131 X3")AT 6 - __ (MINIMUM) OLE DO NOT 2'-0" 3'-0• a'-o" 5'-6- V-0- LARGEST •� u n 110 1'-0" 1'-0" 1'-6' 2'_0" 2=6" 3'-0' S'6" 1'-0- r-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" BY GENERAL CONTRACTOR. ;. CUT,NOTCH OR DRILL 210 r-0• r 6- TV TV T-0" T-6- s'-0" IV r-s" 2'-6" TV 5'-0" 5'-6" s'-6- t..� WHEN SHEATHING J� i ON-CENTER HOLESlNHEADERSORBEAMS 117/," 230 V-0-111--6-1 2'-0- 2'-6" TV 3'-6• s's" ,-0" 2'-0" 2'-6" 3-6" 5'-6" 5'6^ 7'-0" 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD THICKNESS EXCEEDS 12" j p - -- - - - - .•... - EXCEPT AS INDICATED IN 360 t'-6' 2'-0" 3'-0" 3'6- 4'6" 5'-0" T-0• 1'6" 2'-6" 3'-6" 4'6" s'-6" 6'6" T 6" WITH GALVANIZED HURRICANE TYPE CONNECTORS BY TECO OR " TRIM SHEATHING --_-__._ - � o ILLUSTRATIONS AND TABLES. 560 r-6• T-6" 3'-0' a'-0' V-6" 6'-0" 8'-0" 7-6• 3'-8' 4'-6^ 5'-8' 7-0^ 7 s" 8'-0" APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE /8 ' L MIN MICROLLAM® LVL --J 110 r-o- r-o- r-0- r-0- r-6- TV TV 5'-6" r-0" 'r-O" 1-6" TV T-s" 4'-0" 6'-0- 8%0' 0 HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. TONGUE AT RIM BOARD z10 r-0^ r-0- r-0- r-s• T-o- 2'-6- 3'-6• 6'-0" r-0" r-O• 2'-0• 2•-6• 4_0" 4'-6• 6'-6^ 8'-6- AND PARALLAM® Other Trus Joist®Beams 14" 230 1'-0" 1'-0" 1'-0" 1'6' 2'-6' 2'6" 4'-0" 7'-0" 1-0" 1'-0" 2-0" 3-0" 4'-0" 5'-0" 7'-0" 9'-0" U. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI FOR RIM BOARD THICKER THAN 13/4" PSL ALLOWED HOLE Header or Beam Maximum Round 360 1•-0" 1'-0" 1'-6^ 2'-6- T-6• 4'-0" F-6- 8'-0" 1%0" 1'-6" 2'-0" 4'-0- s'-0" s'-6^ 8'-0" 9'-0" ZONE Depth Hole Size 560 1'-0" 1'-0" 2'-0" TV 4'-6" 5'-0" 6'-6' 9'-0" 1'-6• TV 4'-0" 5'-0" TV 7'-8" 9'-0" 10'-0" SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, INSTALL PROPER BLOCKING TO -ATTACH TJI JOIST TO RIM BOARD WITH ONE 10D (0.128" MIDDLE Y3 SPAN 4%- 1" 219 ,'-0" ,'-0" 1'-0" 1'-0. 1'-0- ,'-6• 2'-6- T-s• 6'-0- ,'-0• ,'-o" 1'-0• 2'-0• 3'0 T-6- 6'-6- 8'-0. 1,'-0" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED SUPPORT ALL PANEL EDGES X 3") NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. ( 5Ys" �3/q 16" 230 1-0" 1'-0" ,'o" 1 0• ,'-s" V-6- TV 4'-0• 7'-0" ,'-o" 1'-0• ,•-0' TV 3'-s" 4'-0" TV 9•-0" 11'-0" AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS J D 1.3ETIMBERSTRAND®LSL ALLOWED HOLE ZONE D 7Ya"-2o" 2" 360 1'-0" 1'-0" ,'-0" 1'-0• 2'-6- 2'-6" 4'-6• s'-s^ 9'-0^ 1'-0• 1'-0- 1'-6" T-0• 5'-0" 5'-6- 9'-0' 10'-0" 11'-6- AS CONNECT CORNER WITH FOUR 10D (0.128"X 3") NAILS. ,v=- ��� see/14!-2ationforanowedHolezcne 560 1'-0" r-0" r-0" 1'-0• 7-6- T-0-16-0' T-s" ,a-O" 1'-0" 7-0- T-0• 4'-6- 6•-s- 7'-0. 10'-0" 11'-0" 12'-0• SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A TOE NAIL FROM SIDE OF PARALLEL CLOSURE INTO RIM MINIMUM. A SINGLE 11-3/4"LVL RIM JOIST SHALL BE REQUIRED AT GENERAL NOTES a" 5" 6" 7" 8" 10" 12" 15" 17" a" 5" 6" 7" 8" 10" 1 12" 15" 17- FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF BOARD. Allowed hole zone suitable for headers and beams with uniform loads only. 18" 3601'-0" r-o" 1•-0" 2'-0" 4'-0' 5'-6- 10'-0' 1'-0- t'-6- 3'-0" 4'-6• s'-0. 10'-0. 11'-0. 13•-6' 560 1'-0" F0" 1'-0' 1'-0" 2'-0" 4'-6" TV 11'-0' 2'-0" T-6" 5'-0" 6'-0- 8'-0" 11'-0" 12'-0" 14'-6" PROJECT NO. SHEET • Round holes only COMPONENTS SHALL BE AS PER MANUFACTURERS No holes in cantilevers. 20^ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7-0" 4'-0" TV 10'-6" 1'-0" 1'-0 1' " -6" T-O" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 19-04.12 RECOMMENDATIONS. No holes in headers or beams in plank orientation. 560 1%0- 1'-0" 1'-o- 1'-0- 1'-O" 2'-0- a's- 9'-0^ 1t'-s" ,'-0" 1'-6" 3'-s' V-0" 7'-0" ,O'-s" 13'-0' 14'-6" 16'-0" ASTLEY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF STRUCTURAL SCREW DATE (SDS)AT 12"OC THRU LAMINATIONS AS PER MANUFACTURERS SPECIFICATIONS NOV 2019 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1/2"DIA. GALV. SCALE S1 MACHINE BOLTS @ 18"O.C.AND(2)BOLTS 3"FROM EACH END. HOUSE PLANS AND CONFIGURATIONS ARE BASED ON INFORMATION BY: RYALL SHERIDAN ARCHITECTS, NEW YORK, NY (OCTOBER 2019) AS NOTED q EDWARD ARMUS ENGINEERING, PLLC EDWARD ARMUS, PE PO BOX 1047 SOUTHAMPTON, NY 11969 631-726-4717 y\, LOWER AREA OF STING �. DECK SYSTEM SEEARCHITECTURAL OUSE JOIST TO BE �.: TOPPED WITH ROOFING MEMBRANE AND SLEEPER PLANS 08/16/22 1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM 11-7/8"-LVL-RIM — --L—! ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS IT'S UNDER THE :J DIRECTION OF A LICENSED PROFESSIONAL RR: 11-7/8"TJI,560 SERIES AT 16"O.C,3!4"T&G SHEATHING I ENGINEER,WHERE SUCH ALTERATIONS AREMADE,THE PROFESSIONAL ENGINEER MUST — --I SIGN,SEAL,DATE AND DESCRIBE THE FULL I EXTENT OF THE ALTERATION ON THE ® - ® DRAWING AND/OR IN THE SPECIFICATION 0D— (NYS ED.LAW SECTION 7209-2). I t w— PROPOSED ROOF TOP DECK- ARCHITECT: JOISTS TO BE TOPPED WITH ROOFING MEMBRANE AND RYALL SHERIDAN DNSLEEPER/ LL ARCHITECTDUERALCK PLANSM-SEE ARCHITECTURE 174 5TH AVENUE, SUITE 300 RR: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SHEATHING NEW YORK, NY 10010 J � J I � I ti DN ® BEARING WALL BELOW j L4— J II m RR: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SHEATHING m n ® I RR: 11-7/8"TJI,560—SERI ES AT 16"O.C,3/4"T&G SHEATHING PROPOSED POOL PLAN ®® a a 11-1i8" LVL RIM SCALE: 1/4" = V-0" ROOF JOIST FRAMING PLAN SCALE: 1/4" 1'-0" 2 UPDATED PLANS 01/29/20 1 FRAMING PLANS 11/13/19 No. Revision/Issue Date SEE POOL PLAN FOR TOP OF WALL CONFIGURATION -----_ #4'fl'-BAR TIES AT 12"O.C., MID AND - -!'—TOP OF WALL,6"WIDE X 12" LEGS W 0 1 POOL WALLS WITH A WATER DEPTH OF 5'0"OR LESS-RE-BARS SHALL BE PLACED HORIZONTALLY AT 12"O.C.,VERTICALLY AT 12"O.C. --'------------------ O ---- _ _ 1'-0" o POOL WALLS WITH A WATER DEPTH GREATER THAN 5'0".ADDITIONAL VERTICAL RE-BARS SHALL BE ADDED TO CREATE VERTICAL - #5 HORIZONTAL BARS AT 12"OC BOTH FACES - 1 O" Q RE-BAR SPACING AT 6"O.C.THESE RE-BARS SHALL START FROM THE TOP OF THE WALL AND SHALL BE BENT AT THE BOTTOM TO ---- __ STANDARD POOL WALL BELOW GRADE < 0 CL 06 EXTEND 24"HORIZONTALLY INTO THE FLOOR. - --- - FINAL GRADE,VARIES MINIMUM SIZE OF COPING STONE STONE AS PER ARCHITECT w 3: z O #5'L'BARS AT 12"OC ALONG LINE OFQ Z ADDITIONAL FLOOR REINFORCING SHALL CONSIST OF#4 RE-BARS PLACED AT RIGHT ANGLES (90")TO EACH OTHER AT 12"O.C. --— PROPOSED FLOOR SLAB, 24" LEGS 4'SAND BASE,WHEN NECESSARY TO AID DRAINAGE IN SLOW DRAINING SOIL. z W W WALLS, BOND BEAMS AND FLOOR SHALL BE ALL REINFORCED GUNITE CONCRETE. GUNITE CONCRETE SHALL MEET POOL WALLS AND FLOOR SHALL BE 7"THICK. A BOND BEAM SHALL BE 10" w jCGC 0 OR EXCEED 4000 PSI @ 30 DAYS. WIDE X 18"HIGH O G FOR POOL SIDES NOT DEEPER THAN a (n STEEL REINFORCING RE-BARS SHALL CONFORM TO ASTM A615, GRADE 60. GUNITE POOL DETAIL ------__36" BELOW FINAL GRADE,ADD FOUR#4 RE-BAR SHALL BE SPLICED TO FORM CONTINUOUS REINFORCING -- --___ 7.1 _ HAUNCH TO INCREASE DEPTH WITHIN BOND BEAM Q WATER LEVEL AT CENTER OF CERAMIC TILE. WATER TILE SHALL BE FROST PROOF CODE COMPLIANT BARRIER SHALL BE REQUIRED FOR SWIMMING POOLS, SPAS AND HOT TUBS ACCORDING TO 7" NYS RESIDENTIAL BUILDING CODE INTERIOR FINISH ON GUNITE SHALL BE 1/2"THICK TROWELED ON "MARBLE VERTICAL RE-BARS AT 12"O.C.SHALL BE BENT AS SHOWN IN THE BOND BEAM. DUST". ALL FENCES TO BE ERECTED WILL HAVE A FINISHED SIDE OF THE FENCE FACING TOWARD ADJOINING RADIUS AT INTERSECTION OF GUNITE WALL AND FLOOR VARIES. NEIGHBORS PROPERTIES. CRUSHED STONE,WHEN NECESSARY TO AID DRAINAGE IF GROUND WATER IS ENCOUNTERED OR SOIL IS SLOW DRAINING. TYPICAL POOL SECTION POOL MAIN DRAIN TO BE PIPED ACCORDING TO NYS RESIDENTIAL BUILDING CODE SCALE: NTS TYPICAL BELOW GRADE POOL WALL SECTION zSCALE: NTS U) C J Z Q SEE POOL PLAN FOR TOP OF WALL CONFIGURATION J W 1 0 #4'fl'-BAR TIES AT 12"O.C., MID AND Q,,. Q 1 1TOP OF WALL,6"WIDE X 12" LEGS OO GRADE_ - 1 -� ___ #4 BARS AT 12"OC n-; AT BENCHES F- 1 TYPICAL SLAB REINFORCING 1 -� #5 HORIZONTAL BARS AT 12"OC BOTH FACES ..� W� #5 BARS AT 12"OC BOTH WAYS, FINAL GRADE, VARIES O U 2-LAYERS, MINIMUM 2"COVER I- o BOTTOM AND 3"COVER TOP #5'L'BARS AT 12"OC ALONG LINE OF 0 r- PROPOSED FLOOR SLAB, 24" LEGS --- - — coU. COMPACTED SUBGRADEFOR POOL SIDES NOT DEEPER THAN --36"BELOW FINAL GRADE,ADD HAUNCH TO INCREASE DEPTH TYPICAL SHALLOW END SECTION PROJECT NO. SHEET 19-04.12 SCALE: NTS ASTLEY DATE NOV 2019 SCALE S2 HOUSE PLANS AND CONFIGURATIONS ARE BASED ON INFORMATION BY: RYALL SHERIDAN ARCHITECTS, NEW YORK, NY (OCTOBER 2019) AS NOTED /G0o -13 - �f•� csso(L ASTLEY POOL HOUSE v 13 ------- AND POOL ORIENT w I neC6tJ (i�t/.�E 5 REVISION bATE ISSUED FOR PERMIT 03/18/20 I�IF� ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW N/22/21 REISSUED FOR PERMIT 08/08/22 REVISED FOR PERMIT 12/12/22 3'-0" 3'-0" FLOORPLAN KEYNOTES 1. WOOD FRAMED SHOWER ENCLOSURE. 2. STEPPED RETAINING WALLS. 3. PROPOSED WOOD TIE RETAINING WALL. / 4. EXISTING MASONRY STEPS&WALLS. 4 5. PROPOSED OUTDOOR SHOWER. A300 6 6. 42"RAILING W/MAHOGANY SUPPORTS AND STAINLESS STEEL CABLES. 7. PROPOSED SWIMMING POOL 6 7 I i I 0' 311 I (SHED C 6 I I I iV'STONE PATIO I FRAME WOOD DECK OVER EXISTING BASEMENT - FFF"'I 1 i I � a I 02 Lil 5'-5"R.Or. d I d I I � I W1 350 sF POOL HOUSE / \O 0. ' - n NEW RSP AISED FF aaoo ' RYALL SHERIDAN ARCHITECTS - - - C 1745TH AVENUE,SUITE 300 6'-0" NEWYORK,NY 10010 1 1 646-809-4343 www.ryallsheridan.com DN GARDENSHED - PROJECT#: 1804 5 4' zcnc°/ a DRAWN: NC 4 Po �5PM 8.Rvg4 f (^� q -pp n 04 � � CHECKED: WR 1 / '_ @ �ON 3'-0" 7'-0" 14'_2• \ DATE: 12.12.2022 91 �O-0350p0 0t .� I POF NEW 40 SCALE: L� I I� II Iul I�2023 4ID, , 4 0 0 """GDEPT FIRST FLOOR PLAN 3 Townlor5nu�q�_o x300 PROPOSED FIRST FLOOR PLAN 2 ®® ASTLEY POOL HOUSE AND POOL ORIENT REVISION DATE ISSUED FOR PERMIT 03/,0/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/20/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 REISSUED FOR PERMIT 00/00/22 REVISED FOR PERMIT 12/12/22 FLOORPLAN KEYNOTES n 84'ASL 1. CONTROL PANEL FOR SEPTIC BASIN. V GRADE 2. POOL EQUIPMENT. 3. MAHOGANY RAILING W/S.S.CABLES. a. SCREEN WALL. 5. EXIST.RETAINING WALL. 6. BUILT IN BENCH. 7. STAIR LANDING FRAMING CANTILEVERED FROM ROOF FRAMING. n ^® 2'-9" �� EXISTING CONSTRUCTION NEWCONSTRUCTION 11 � l \ b n II �,I 1 1 ( w I I a 3 NEW CMU WALL ' I I EXIST. - II COLUMNS , II HILL L I A _� DN x / a300 i I I I EXIST.GIRDER 3 I ABOVE 6e s C m - II A b r I II 6 I I � e 2 '6 9 6" I TO b EXIST. 4 3 II COLUMNS FK II - ROO DEC N 3-4" RYA I II all I `A i III L R LSHERIDAN II ARCHITECTS I 174T 5 H AVENUE,SUITE 300 NEW E YORK NY 10010 646-809-4343 www. allsheri n. m - _ rY da w 4" I GAgAGE FLR LVL it I I A000 � I i PROJECT N: 1004 4 3 UP " � ED AAcb OS OB DRAWN: NC L-L Q' dy .( •?.t Y fA I CHECKED: WR I U EXIST. PENING 1 mA N o 0 0 4 6'-7" 5'-DR.O. DATE: 12.12.2022 OI6 P fEVI 25'-4" SCALE. 1/4•=1'-0• D Dy NV �. P4._2. PROPOSED BASEMENT + ROOF PLANS 2 PROPOED OOF PLAN 2 ~ 2 SR va"=ro^ y PROPOSED BASEMENT PLAN