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HomeMy WebLinkAbout51689-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 51689 Date: 02/26/2025 Permission is hereby granted to: Dignans Realty LLC 445 Glen Ct Cutchogue, NY 11935 To: Construct a new modular single-family dwelling as applied for to include outdoor shower and HVAC system per Planning, DEC and SCHD approvals. Premises Located at: 2100 Dignans Rd, Cutchogue, NY 11935 SCTM#83.-2-7.4 Pursuant to application dated 01/15/2025 and approved by the Building Inspector. To expire on 02/26/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW MODULAR $5,274.50 CO Single Family Dwelling-New $100.00 Total $5,374.50 Building Inspector a Y.gJ? TOWN OF SOUTHOLD—BUILDING DEPARTMENT ,r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt ://www.soLitholdtownn c�rr , P ( ) ( ) Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Q e' PERMIT NO. tp Building lnspectorJR�- JAN 1 5 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/01/2024 OWNER(S)OF PROPERTY: Name: Dignans Realty, LLC SCTM# 1000-83-2-7.4 & 7.5 Project Address:2100 & 2240 Dignans Road, Cutchogue, NY 11935 Phone#: 917.355.3972 1Email:dasack@mac.com Mailing Address:445 Glen CT, Cutchogue, NY 11935 CONTACT PERSON: Name: Robert E. Herrmann, En-Consultants Mailing Address: 1319 North Sea Road, Southampton, NY 11968 Phone#:631 .283.6360 Email:rherrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name: Resolution: 4 Architecture Mailing Address: 150 W28th Street, Suite 1902, New York, NY 10001 Phone#:212.675.9266 Email:rluntz@re4a.com CONTRACTOR INFORMATION: Name:Cruz Brothers Construction Mailing Address: 163 W Montauk Hwy, Hampton Bays, NY 11946 Phone#:(631 ) 594-5740 1Email:leocruz@cruzbrothersconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION BNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $2,000,000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes iiNo 1 PROPERTY INFORMATION Existing use of property:2100/2240 Dignans Rd Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? DYes❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractorldesign 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,Suffok County,New York and other applicable Laws,Ordinances or Regulations,for the corom aeon 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 mind In budding(s)for necessary Inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section ZIOAS of the New York State Penal Law. Application Submitted By( t name):Robert E. Herrmann, En-Consultants ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK SS: COUNTY OF Suffolk Robert E. Herrmann, En-Consultants 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 < k ��'� 5 �,� ZO-.� Notary P li 7NotaryPublic TEPHENS tate of New YorkPROPERTY OWNER AUTHORIZATIONufffolk ouffolk County20 (Wherethe applicant is not the owner) esAugust02„ Dignans Realty, LLC I,/We David & Stel2hanie Sack Members residing at 445 Glen Court, Cutchogue, NY 11935 do hereby authorize Robert E. Herrmann, En-Consultants to apply on our/ my behalf to the Town of Southold Building Department for approval as described herein. X 12/19/2024 Owner's Signature Date David Sack, Member, Dignans Realty, LLC Print Owner's Name X tephanie ack Member Digrta y 12/19/2024 Pr ' ns-Realty, LLC Date 2 119 suFFQ Albert J. Krupski, Jr. STORlMMA\TIER SUPERVISOR 1w1[A\NA\G1EM LENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Cif ER 236 - STORM WATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. ) APPLICANT: (Property � � Profess p y Design Profession , Age1 ntractor, Other) NAME: Raab E. Herrmann Date: January 17, 2025 Contact Information: rerrmann@enconsultants.com (E-Mall.8 Telephone Number) 631-283-6360 Pro2erty Address / Location of Construction Site: 2100 &2240 Dignans Road, Cutchogue S.C.T.M. #: 1000 District 83 2 7.4 & 7.5 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Rec aired i ❑ - Project does Not Discharge to Waters of the State. No S.P.D.L,S, Perntiii is lic,c aired p ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a. Building Permit. ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P..D.E.S. Permit throe It the Southold. Town En2ineering Department Prior to Issuance of.a.Building Permit. Reviewed By: Date: FORM * SMCP-TOS December 2024 ' I / I i I w � I Suffolk County Department of Labor, Licensing & Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE NEW YO RK 11788 8 DATE ISSUED: 4/11/2018 No. 60021-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that JORGE A CRUZ doing business as CRUZ BROTHERS COiwTRUCTON UC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. License Category NOTVAL[DWITIIOUT 44dditaorsalSu` GC DEPARTMENTALSEAL AND A CURRENT CONSUMER 6_RFA[RS ID CA.RI' Suffolk County Dept of Commissioner Labor,Licensing 6 Consumer Affairs HOME IMPROVEMENT LICENSE Name JORGE A CRUZ Business Name , This aeNaes CRUZ BROTHERS CONSTRUCTION i the -' bearer is duly lice licensed LLC by the County of suffoac License Number H-60021 W"rv.T."ws Issued: 04111=16 Commissioner Expires: 04101I2026 � r� " 40 4ti Town Hall Annex „ Telephone(631)765-1802 54375 Main Road i", Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 �� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS"TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDfOR TIMBER CONSTRUCTION Date: ,January 14, 2025 Owner: Dignans Realty LLC Location of Property: Dignans Road, Cutchogue Please take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): V Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ✓ Floor and roof framing (FR) Signature: Name (person submitting this form): David Sack, Member„Dignans Realty, LLC Capacity(check applicable line): V Owner Owner representative TrussRegl5.docx Effective 1/1/2015 .f NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction.• OWNER OF PROPERTY: Sack SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 2100-2240 Dignans Rd Cutchogue, NY 11935 Suffolk County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): x� New Residential Structure Addition to Existing Residential Structure Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ❑ Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): APPROVED— ❑ Floor Framing, Including Girders and Beams (F) DATE 10/4/24 S, CORPORATION ❑ Roof Framing (R) Icaor� tsarr' , PA X Floor Framing and Roof Framing (FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative NEW YORK STATE DEF:1A11R 11WEN r 0111:::o ENV11111RO III'QWE114 TAIL CONSEIRVATION Division of Environmental Permits,Region 1 SUNY ed Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov September 6, 2024 Dignans Realty, LLC c/o David and Stephanie Sack 445 Glen Court Cutchogue, NY 11935 Re: Permit ID 1-4738-05020/00001 Dignans Realty LLC 2100 & 2240 Dignans Road Cutchogue Expiration Date: 9/5/2029 Dear Permittee.- In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621), we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, *ffle WW e*ni Environmental Analyst Distribution List: En-Consultants BMHP File NF;rp„Y.YORK Departmentof Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Raw Facility DEC ID 1-4738-05020 PERMIT Conservation Law !,' ` Under the Environmental C„onse...—. .��.. .......m._.._ m... .. w _... - . Permittee and Facility Information �. �.. __ - ... . _._.._..,..__ �......_ _..._. . _...mm_ .�..�. .... ......._. . Permit Issued To: Facility: DIGNANS REALTY, LLC DIGNANS.REALTY LLC PROPERTY C/O DAVID & STEPHANIE SACK 2100 & 2240 Dignans Rd 445 GLEN CT CUTCHOGUE, NY 11935 CUTCHOGUE,NY 11935 Facility Application Contact: EN-CONSULTANTS 1319N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 708.9848637415071 NYTM-N: 4546.071435635689 Latitude: 41°02'20.6" Longitude: 72°30'49.4" Project Location: LI Sound Authorized Activity: Change the lot line by merging the two parcels as shown on the plan by Maresca & pp �.....Associates last revised 05.20.24 and stamped NYSDEC Approved on 9/6/2024. ARNO-DEP.....�._. The portion of the property landward of the "TOP OF BLUFF" more than 10 feet in elevation, as shown on the survey of the subject property by Kenneth M Woychuk Land Surveying, PLLC dated May 18, 2022, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary described above. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions may include, maintaining an adequate work area .(i.e., a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Authorizations _wee ...-._—_.... .. ... ....... �. ...... .......�.._ ._ . ....�.Permit . .. . .....— ._.. .. _..-� ._.. ... ��. �. ...... _ .�_ Tidal Wetlands - Under Article 25 Permit ID 1-4738-05020/00001 New Permit Effective Date: 9/6/2024 Expiration Date: 9/5/'2029 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05020 NYSDEC A .... ......_ ��_ . � ........._ ..... __ .--........ pproval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony 13 ,00k,NY 1 1 790 -3409 Authorized Signature: Date m� _ ._. :..... ._._. . ....... .... d / _...... .... ...... .� ..I .�� �........._...._.__ �.. ... ...�...�__—......._.... . . �._Distr.ibution Llst....mm�.._ � .....�._ �._..... .._,.�._ � � .._.. EN-CONSULTANTS Marine Habitat Protection Wildlife Environmental Permits ... _Permit Com onen......_.A,_ p is NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following lowing Permits: TIDAL WETLANDS I. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application.. Such approved plans were prepared by Maresca & Associates last revised 05.20.24 and stamped NYSDEC Approved on 9/6/2024. Page 2 of 6 Am Iffibmw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ill 1-4738-05020 2. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 Attn: Compliance 3. No Easement for Structures 1 his permit does not authorize the granting of easements for the construction of water access structures, mooring facilities, or other structures. 4. Tree Clearing Prohibition for Long-eared Bats Due to the proximity of a known northern long- eared bat summer occurrence, tree clearing is prohibited between March 1 and November 30, inclusive, of any calendar year. 5. No Runoff down Bluff or onto Beach There shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. 6. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 7. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 8. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqww Facility DEC ID 1-4738-05020 9. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 10. Precautions Against Contamination of Waters All necessary.precautions stiall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS _ . LLAp. plymm to ALL Authorized thoi-ized Pmm. ermits 1-111111-1 _ ... ---_ __._ ... ._.. _ ..n ._.. I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NYl 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 Am oftwo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05020 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. `NOTIFICATION OF OTHER PERMI � � .m_m___ OBLIGATIONS E.-1-11----..-.-.-.-............... ... .._ ......-.-.______.._ _ ...�.._- -- w TTEE OBL m_ ........... Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Enviromnental Conservation Law as those prescribed for the permittee. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05020 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NOTICE COVEN ANT TO '['HE DEED DECLARATION THIS DECLARATION, dated day of................................. 20—Js made by (hereinafter the "Declarant"), whose address is WITNESSETH WHEREAS, the Declarant is the owner of certain real property located in-the Town of County of State of New York, Tax Map # District—, Section , Block Lot(s) „._..............a,,..... which real property is more particularly described in Exhibit A annexed hereto (hereinafter referred to as the "Property"); and WHEREAS, the Property is situated in or adjacent to regulated tidal wetlands which have been inventoried and mapped by the New York State Department of Environmental Conservation (hereinafter "Department"), pursuant to Environmental Conservation Law (hereinafter"ECL") Article 25 (also known as the "Tidal Wetlands Act") and Part 661 of Title 6 of the New York Code of Rules and Regulations (hereinafter"6 NYCRR"); and WHEREAS, various activities conducted both in and adjacent to tidal wetlands are regulated by the Department pursuant to ECL Article 25 and Part 661 of 6 NYCRR and require written authorization from the Department prior to being conducted; NOW, THEREFORE, in recognition of the Department's jurisdiction as set forth above, it is the responsibility of a party having any right, title, or interest in the Property, to obtain from the Department or any successor organization, a current description of all activities which are regulated pursuant to ECL Article 25 and Part 661 of 6 NYCRR, and to obtain written authorization from the Department prior to such regulated activities being conducted on the Property. Regulated activities include, but are not limited to clearing of vegetation; application of chemicals; excavation; grading and filling; dredging; erection of structures; construction or reconstruction of shoreline erosion structures; and construction and reconstruction of docks and bulkheads. By: STATE OF NEW YORK ) ss. COUNTY OF ) On the—day of in the year 20_, before me, the undersigned, a Notary Public in and for said state, personally appeared wwwwµITmmmmmmmmpersonally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the person or entity upon behalf of which the person acted, executed the instrument. NOTARY PUBLIC IEW Department o YORK STATE Environmental Conservation iNOTICE i The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please j refer to the permit number shown when contacting the DEC. i s Regional Permit Administrator SHERRIACHER _ 3 Permit Number: 1-4738-05020/00001 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 9/5/2029 Email: dep.r1@dec.ny.gov E i I r Note: This notice is NOT a permit > O �d LU s �P t Cut 0q V North Fork ountr�'t lit � - s 1*10 O at I uck uator %# Now Suf fol W o W Q O W rn VJ S vI I11 :D W ALL SITE DATA SUPPLIED BY KENNETH WOYCHUK SURVEYORING, co x AQUESOGUE NY 01.20-23 REVISED 02.01.24 N N SCTM#1000-83-2-7.4 & 7.5/92,322 SF /2..21 ACRES +115,177 SF/2.64 ACRES c o H ELEVATIONS NAVD 1985 DATUM o 0 0 PROPOSED SITE PLAN SUPPLIED BY RESOLUTION 4 ARCHITECT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY ftow" LA U (D DATE 10/11/24 S. *"� _C = - • R•24-0945 APPROVED C FOR MAXIMUM OF 5 SEDROOMS W o (j EXPIRES THREE YEARS FROM DATE OFAPPROVAL M '.r""., - c .0 co Design Professional's Certification Required. O 00 Ct! Submit P.E. or R.A. Certification For LLJ I The Installation and Construction of the Sewage Disposal System Use Form WWM-073 f ' NEIGHBORING WELLS ASSUMED U D SHALLOW HEALTH DEPARTMENT AND NYSDEC FOILS PRODUCED NO RESULTS F154331-332 YO)y� AR 50.0 CRUSHED ` STONE 1 � 0.5o PALE BROWN � 0 RRO _ SILTY SAND [UST BE SM 6.0 ;VEY BROWN FINE TO COARSE SAND NO GROUNDWATER SW 17.0' . EI COUNTEL-,�L - 20 30 40 arD AR i 52 0F SRC}AREAS 68UND .. E 0 '" l all 00 LL f r -- co LJL ' es) +r " - ~—"" PROPOSED LIMIT OF CLEARING, GRADING AND GF O DISTURBANCE 42,537.5 FTz; AREA S og EAWARD OF 100' BLUFF SETBACK TO REMAIN UNDISTURBEI ems- � �WAY ��, ' S -- .. - - I ,rS - r 1>0 68 6 ro /cl, 4 1.8�� - 68 r ; < r PROPOSED (1) 8' x ' DRYWELLS FOR SM SEE S-2 FOR DRAINA 60 / P Ir PO.. � RO SED 141 x 241 t Assc SS OAS ABBREVIATIONS % A/C AIR CONDITIONING ADJ. ADJACENT A.F.F. ABOVE FINISH FLOOR 4r A.F.S. ABOVE FINISH SLAB -,W, 0, 4, A.S.L. ABOVE SEA LEVEL .00*, A.S.S. ABOVE STRUCTURAL SLAB A.S.F. ABOVE SUBFLOOR E � � ALUM. ALUMINUM ANOD. ANODIZED 4;7 < ANGLE , ARCH. ARCHITECT,ARCHITECTURAL Z @ AT % THE MODERN MODULAR AND BOARD BY RESOLUTION : 4 ARCHITECTURE BD. ; BLDG. BUILDING 't 'j BLK. BLACK • DRAWING SET SHEET INDEX B.O. BOTTOM OF +. ,`* .ta.° .,*t"' 6ry, r' `, . , ....... _ _....._, _ ,. BOT. BOTTOM 01, 1119111 11�I MPOF*WW" AO.00 COVER SHEET CABINET,CABINETRY 7f 00�: CAB. 7W- A 0.02 SITE PLAN CEM. CEMENT AO.10 CONSTRUCTION TASK SCHEDULE CEM.WP. CEMENTITIOUS WATERPROOFING CFM CUBIC FT.PER MINUTE 4 A1.00 FOUNDATION PLAN MR CHR. CHROME A1.10 BASEMENT CONSTRUCTION PLAN " f CENTER LINE Al.1 I FIRST FLOOR CONSTRUCTION PLAN C.L. A=oYA" Ift CLR. CLEAR Al.12 ROOF CONSTRUCTION PLAN CLG. CEILING A C.O. CLEAR OPENING A2.00 EXTERIOR ELEVATIONS COL. COLUMN A2.01 EXTERIOR ELEVATIONS COORD. COORDINATE(D] j IV _7 A2.1 0 BUILDING SECTIONS _,t A2.11 BUILDING SECTIONS CONC. CONCRETE T' A2.12 BUILDING SECTIONS CONSTR. CONSTRUCTION CONT. CONTINUOUS % "w brO "r Ann!* C.P. CENTER POINT f,An, A C.S. COUNTERSUNK C.T. CERAMIC TILE =!I, ,W.. DEPTH OR DEEP D V DEPT. DEPARTMENT 41� .Av 4 DIA. DIAMETER 7 7 A DN. DOWN _4 DMPR. DAMPER '41- DR. DOOR DTL DETAIL --t DWG DRAWING EA. EACH 7— E.C. EMPTY CONDUIT ELEC. ELECTRICAL ELEV. ELEVATION j— L ENCL. ENCLOSURE EQ EQUAL j 4 7 EQUIP. EQUIPMENT EXIST. EXISTING 4 ENG. ENGINEER F.F. FINISH FLOOR FIN. FINISH FIXT. FIXTURE FLR. FLOOR FLUOR. _777 FLUORESCENT F.S. FINISH SLAB FT FEET,FOOT M. "j G.A. GAUGE -�4 .»ate"" w� r x �4 GALV. GALVANIZED GC GENERAL CONTRACTOR Aw G.F.I. GROUND FAULT INTERRUPTED GWB GYPSUM WALL BOARD H.CLG. HUNG CEILING ow HDWD. HARD WOOD HDWR. HARDWARE HM HOLLOW METAL HORIZ. HORIZONTAL HT HEIGHT HVAC HEATING VENTING&A/C INCL. INCLUDED,INCLUDING INSUL. INSULATION KIT. KITCHEN L LENGTH LAM. LAMINTED LAV. LAVATORY LIN. LINEAR MANL. MANUAL MANF. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MIN. MINUMUM MISC. MISCELLANEOUS N-.C. NOT IN CONTRACT NO., NUMBER 2100 DIGNA"kNS ROAD., CUTCHOGUE., TOWN OF SOUTHO LD., NY 11935 NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OPP. OPPOSITE OPNG. OPENING PART. PARTITION PL PLATE PROJECT DESCRIPTION SQUARE FOOTAGE PLAS. PLASTER ZONING INFORMATION PLAS.LAM. PLASTIC LAMINATE CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE WITH ONE-STORY Basement COUNTY SUFFOLK PLY PLYWOOD OF WOOD-FRAMED MODULAR CONSTRUCTION OVER A PARTIALLY Heated&Cooled 1,406 MUNICIPALITY TOWN OF SOUTHOLD POL. POLISHED FINISHED BASEMENT STORY ON AN EXISTING UNDEVELOPED LOT. Unconditioned 2,693 ZONING DISTRICT R-80 (RESIDENTIAL LOW-DENSITY DISTRICT] PRELIM. PRELIMINARY PNT. PAINT Main Level ISLAND AND SHORE FRONTAGE SPECIAL DISTRICT PT PRESSURE TREATED Heated&Cooled 3,837 PTD. PAINTED Decks and Terraces SECTIONS PERMITTED PROPOSED RAD. RADIUS (excludes pool+pool patio) 2,113 USAGE ONE-FAMILY DETACHED DWELLINGS ONE-FAMILY DETACHED DWELLING RD. ROUND REF. REFER TO LOT AREA 80 000 SF MIN. 207,499 SF REFR. REFRIGERATOR LOT DIMENSIONS 175 FT W x 250 FT D MIN. 320 FT W x 653 FT D (REF. SITE PLAN) REG. REGISTER FRONT YARD SETBACK 60 FT MIN. 289 FT REINF, REINFORCED 11/15/2024 LOCAL PERMIT REQ'D REQUIRED MODULE LINE SPACE DIAGRAM SIDE YARD SETBACK 20 FT MIN. (45 FT TOTAL MIN.] 83 FT N 87 FT TOTAL) RES. RESILIENT 191-91. 3 l'-9" REAR YARD SETBACK 75 FT MIN. 229 FT REV. REVEAL CREST OF BLUFF SETBACK 100 FT 110 FT RM. ROOM 01 k:E:D S.C. SOLID CORE i4 + �2 5l'-6 HEIGHT 35/25 FT*** 23'5 7/8 ARc MODULE DIAGRAM SCH. SCHEDULE I NUMBER OF STORIES 2 1/2 MAX. 2 \C? d S�tT L z �X' e, Sim. SIMILAR LOT COVERAGE 20% MAX. 5.04% SPEC. SPECIFICATION IS) SPEC'D SPECIFIED 3 10" 31'-10" SQ. SQUARE S.S. STAINLESS STEEL + 63'-8 ZONING NOTES: .STL. STRUCTURAL STEEL -I Om/M 01.**REFERENCE SURVEY&SITE PLAN FOR BUILDING ENVELOPE. STR STL. STEEL L1 02.***35MAX FOR SLOPED ROOF,25FOR FLAT ROOF; PROPOSED STRUCTURE TO HAVE FLAT ROOF WITH PARAPETS.25MAX GOVERNS IN THIS CASE. STRUC. STRUCTURE 1 24' 24' 02050 0 SUSP. SUSPENDED OF Nl'::�%� TBD TO BE DETERMINED 48'-0" C� TEL. TELEPHONE + LEGEND TEMP. TEMPERED 1lots, ELEVATION MARKER THK. THICK,THICKNESS 02-A2.00 CUTCHOGUE RESIDENCE T.O_ TOP OF 32'-1" DIGNANS ROAD,CUTCHOGUE T.O.S. TOP OF STEEL 37-10" 101 WINDOW TAG TOWN OF SOUTHOLD,NY 11 935 TYP. TYPICAL O oa (REF WINDOW SCHEDULE) U.C. UNDER CUT � N 63'-1 1" DOOR TAG LION UNLESS OTHERWISE NOTED EN. VENEER (REF DOOR SCHEDULE) RESOLUTION: 4 ARCHITECTURE V VERT. VERTICAL MATERIAL TAG ISO WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 41--6" V.I.F. VERIFY IN FIELD W WIDTH (REF FINISH SCHEDULE FOR CODE) TEL:212.675.9266 vAvw.re4a.com FAX:212.206.0944 C� 60'-3 W.C. TOILET LL-i IM O + FX X 7XX APPLIANCE TAG W/ WITH (REF APPLIANCE SCHEDULE FOR CODE) W/o WITHOUT COVER SHEET WD.BASE WOOD BASE ffy E3 A ;Ole LD) WD. WOOD WIND. WINDOW DATE: 11/15/2024 WPF. WATERPROOF AO•00 SCALE: N.T.S. COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. LONG ISLAND SOUND i i i �4?= P R E F B S _ -',ice'• t� THE MODERN MODULAR _ 4 ALONG MNW MARK JQ BY RESOLUTION : 4ARCHITECTURE riEUNls S —cam O ---- ------- O�d� BULKHEAD LEGEND oUNpAftY __..._. PROPERTY LINE YSDEO CEHL g _____ BUILDING SETBACK X --- EXISTING CONTOUR 10 X PROPOSED CONTOUR UL� ---55 __= ;s' PAVERS ___; ;�;'___- :_=_________-__'`" ��— -57-- o GRAVEL DRIVEWAY-REF CONST.TASK SCH. rat== - _-----_____==______-_ _ - __ _ - E- '`'` _ --- I ~__ = —..—.- GALVANIZED STEEL EDGING - E J =_`, \;`\\ '�,SA NEW DEER FENCE AND AUTOMATED GATE � 1 1\ \56 ,' -- _ / i ,�'" ,ray Dw NEW DRY WELL-REF.CIVIL/SEPTIC DRAWINGS 80;Sg S8 �/ r I i /,' `. �� \1`�\`� i�+.� i"�r' � \`.`���_ ` --� '' � /' / ''- _---- " 6rL �/� ® NEW WELL-REF.CIVIL/SEPTIC DRAWINGS lb GENERAL NOTES 70-- - ` -« --- \�`�\:\ ,\ S01 �61- g2` ,�--�'� ;'� ��� ,' ; 1.REFERENCE CONSTRUCTION PLANS FOR BUILDING �`�__ ` .n. \ \ FOOTPRINT DIMENSIONS. 70 --70 `\` 7c- •;\` �` -lam' , /'��i ,-�6_` `\ - �. 5 �i /r ` ; i i73 j `. `\Y; -------- 7-'` TOWN-DEFINED LOT COVERAGE OF BUILDABLE LAND AREA. S1VK � �9` EXISTING BUILDABLE LAND AREA 1000-83-2-7.5=77,405 SF ,- ( - •� , '� -- \�0 _! EXISTING BUILDABLE LAND AREA 1000-83-2-7.4=97,692 SF STK.' -- _ o \ , \ PROPOSED BUILDABLE LAND AREA OF MERGED PARCEL=175.097 SF ` 1 \s9`.___ -- ^� _ .� ) FE 68.0 `_ ` , , ter,Tj PROPOSED DWELLING=6,036 SF Lo PROPOSED DECKS=2,113 SF '6 ``140 , r \ �\��\. `- PROPOSED POOL=677 SF EBAR`,I i i i DVS __ �6 6j`� `DECK-1 a'a36 � DECK ' �!r i \\ p e �� i - —STONE.5WWALL PROPOSED RAISED PATIOS=O SF �) ) DECK; FFE 74.56' FFE 74.56' - !!J \\ `�` -` PROPOSED ACCESSORY STRUCTURES=0 SF r 1 \ ` PROPOSED TOTAL COVERAGE=9,788 SF/175,097 SF=5.04% FFE 74.56' ,FF `W__�L , 1 , \ ♦` A0._ 18.5 ,� , / e �� �w - 4'-0" ' \ \ PROPOSED GFA= 7,936 SF;MAX ALLOWABE GFA=9,477 SF SEPTIC SYSTEM PER ENG. -- r i ,' \ 69- 26' `69_�, �, �, 10 1 , \ 4 FFE I 1 1 68 8 A 1 m \ m S \ `� I a LAND N/F OF _-67 T" , ` \ °' ——— - `` d�'` \ l w ISCOTT KAUFMAN PROVIDE 1,000 GAL. o `�` ` - \ UNDERGROUND PROPANE TANK r h ` v 1 `� 6 68 % 167_ I,-66 - 64- LAND N/F OF LINDA STK. DAMBASSIS 65 MON.p �) / 100'-0"SETBACK w to `, I w 83'-10 -"-- pw \\ / r I ; 104' - iwSIDE YARD SETBACK O _ SIDE YARD SETBACK J �' DW \ `10 _ 1 I Q \ J I i i I I r b� \1, ` i � \ /.' • 1 I 1 • 1 / IL -.\ r w \ w \` \ ram--61.� _\ / ` to i_ `200'-0" _ > ^` I 12'-0" �40'-ff\ " \ BUILDIN{�i ENV' LEQPf ' w \ 1 L I 69,000 SF --� J ' 100 - �i 12'-0" = i \ 1P8ACRES ,TI r `.STKLu . 01 1 a a \ STK\� 50'0"WELL 150'-0"WELL RADIUS It • I S.C.T.M.#1 000-83-2-7.5 S.C�T.t�.#1000-83-2-7.4 , - � w 92,322 SF I`v' \ 1115,177 SF / 62 NEW WELL PER ENG. 2.12 ACRES 1 2 64 ACRES > WI v STK. Z. 61, STK. STK. I I \ 11/15/2024 LOCAL PERMIT • :�. ., ,' �\ \\ v i '(�RE� ARC w / G�5 00ERT L U.P. ' \ /O, \ i0 y'OF \` \I �\ STK.— — — 11 Q 0� �\ , N , 02050 Off' OF Nr�\�1 REBA \ 1 639s0 •w DEER FENCE CUTCHOGUE RESIDENCE pw AUTOMATED GATE DIGNANS ROAD,CUTCHOGUE TOWN OF SOUTHOLD,NY 11935 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 783\ 7• \ •\ U.P.O- SITE PLAN DATE: 1 1/15/2024 r% 4 \' PROPOSED SITE PLAN N AO.02 1 I"= 40'-0" SCALE: 1"=40'-0 COPYRIGHT m RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. K E %j 4 P R E F A B S GENERAL CONSTRUCTION TASK SCHEDULE SUPPLIED BY INSTALLED BY THE MODERN MODULAR MANUF. G.C. MANUF. G.C. BY RESOLUTION : 4 ARCHITECTURE STTEWORK SITE CLEARING:TREES,STUMPS,AND OBSTRUCTIONS FROM AROUND THE HOUSE LOCATION,DRIVEWAY AND SEPTIC SYSTEM LOCATION(SITE IS ALREADY MOSTLY CLEARED) X X EXCAVATION AS REQUIRED X X CUT/FILL/REGRADE TOPOGRAPHY PER SITE PLAN/AS REQUIRED FOR HOUSE,DRIVEWAY,SEPTIC SYSTEM&LANDSCAPING X X PROVIDE SILT FENCEMAYBALE AND EROSION CONTROL AS REQUIRED BY LOCAL MUNICIPALITY X X GENERAL NOTES DRIVEWAY:4'OF ITEM 4COMPACTED BASE W/2'OF PROCESSED GRAVEL TOPPING W/GALV.STEEL EDGING WHERE INDICATED X X 01.G.C.TO PROVIDE SUBMITTALS FOR ITEMS/ DRIVEWAY GRADING,DRAINAGE,CULVERTS,SWALES,ETC.AS REQUIRED X X MATERIALS SUPPLIED BY G.C. SEPTIC SYSTEM&ALL APPROPRIATE/REQUIRED PERMITS&APPROVALS.REFER TO SEPTIC DRAWINGS X X NEW WELL PER PLANS X X FOUNDATION,FOOTINGS,SLABS,WATERPROOFING,DRAINS&ALL STRUCTURAL @ FOUNDATION AS REQ'D/PER DWGS X X 1000GALLON PROPANE TANK BURIED BELOW GRADE-REF.SITE PLAN FOR LOCATION X X ELECTRICAL,TELEPHONE,CABLE,GAS RECESSED BELOW GRADE X X GARAGE:FOUNDATION,WALL/ROOF FRAMING,WATERPROOFING,FINISHES PER DWGS X X EXCAVATION&CONSTRUCTION OF INGROUND SWIMMING POOL INCLUDING EQUIPMENT,COVER,LIGHTING&FINISHES GC TO COORDINATE W/POOL SUBCONTRACTOR X X CONCRETE PATIOS,TERRACES,OUTDOOR SHOWER,FIRE PLACES X X PAVERS,FENCES/GATES&LANDSCAPING/LAWN X X HOUSE ERECTION SILL PLATE,FLASHING&SHEATHING @ SILL PLATE X X TIEDOWNS FASTENING MODULES TO FOUNDATION G.C.TO COORDINATE WITH FACTORY FOR FASTENER SPECIFICATION AND LOCATIONS X X X X CRANE RENTAL X X SET CREW TO ASSIST&DIRECT ASSEMBLY X X EXTERIOR WALLS FRAMING @ MODULES:2X6 or2X4 WOOD STUDS @ 16'OC,U.O.N. X X FRAMING @ MODULE MATE WALLS:2X6 WOOD STUDS @ 16'OC,U.O.N.-REF.CONSTRUCTION PLAN X X EXTERIOR SHEATHING W/AIR&MOISTURE BARRIER @ MODULES:1/2'ZIP SYSTEM WALL&TAPE X X INTERIOR SHEATHING @ MODULES:1/2'GWB (TAPED,SPACKLED&PRIMED) X X FLASH&BATT.2'FOMO SPRAY FOAM INSUL.+R-15 HD FIBERGLASS BATT INSUL.(R-29 TOTAL MINIMUM) X X FLAT ROOF PARAPETS/CURBS:2X6 FRAMING,1/2'EXT GRADE PLY.SHEATHING INSIDE AND OUTSIDE(PANELIZED&SHIPPED LOOSE BY FACTORY,ON-SITE INSTALLATION&CONNECTIONS BY GC) X X LANDSCAPE WALLS:REINFORCED CONCRETE WITH STONE VENEER X X FLOOR SYSTEMS FRAMING:11 1/4'OPEN WEB JOISTS @ 16'O.C.,U.O.N. X X PERIMETER BANDS:11 1/4'LVLS X X FLOOR DECKING:3/4'T&G OSB X X TYPICAL INSULATION:R-30FIBERGLASS W/VAPOR BARRIER X X INSULATION WHERE UNDERSIDE EXPOSED OVER ENTRY PORCH,CARPORT,COVERED DECK,COVERED PATIO):12'CLOSED-CELL FOAM INSULATION R-84TOTAL. X X DECK FRAMING:PRESSURETREATED DIMENSIONAL LUMBER.STAINED WHERE VISIBLE. X X ROOF SYSTEMS FRAMING:11 1/4'OPEN WEB JOISTS @ 16'O.C.,U.O.N. SITE-BUILT ROOFS BY G.C. X X X X PERIMETER BANDS: 11 1/4'LVLS SITE-BUILT ROOFS BY G.C. X X X X FLASH&BATT:2'FOMO SPRAY FOAM INSUL.+R-21 HD FIBERGLASS BATT INSUL. R-49 TOTAL MINIMUM-INCLUDES TAPERED RIGID INSULATION) X X EXTERIOR SHEATHING.5/8"PLYWOOD SITE-BUILT ROOFS BY G.C. X X X X INSULATION:RIGID HIGH LOAD EXTRUDED POLYSTYRENE INSULATION BY STYROFOAM OR APPROVED EQ.;TAPERED TO DRAIN FOR 1/4'PER FOOTSLOPE MIN. SITE-BUILT ROOFS BY G.C. X X X MEMBRANE:CARSLILE SYNTEC SURE-SEAL FULLY ADHERED 60 MIL.REINFORCED EPDM ROOFING SYSTEM OR APPROVED EQ. MODULAR PORTION BY FACTORY,FINISHED AND FLASHED BY G.C.,SITE-BUILT ROOFS BY G.C. X X X INTERIOR PARTITIONS INTERIOR FRAMING:2X4OR 2X6 WOOD STUDS @ 16'O.C.,U.O.N.-REF.CONST.PLANS ALL IN MODULES BY FACTORY U.O.N. X X X X INSULATION:R-13SOUND ATTENUATION @ ALL PARTITIONS(ALL IN MODULES BY FACTORY.ALL IN BASEMENT BY GC.) X X X X INTERIOR SHEATHING;1/2'GWB(TAPED,SPACKLED&PRIMED);DUROCK @ WET AREAS;(ALL IN MODULES BY FACTORY,U.O.N.-GC TO INFILL/PATCH AT MATE LINES AND ACCESS POINTS LEFTOPEN.ALL IN BASEMENT BY GC) X X X X INTERIOR CEILINGS INT.FRAMING @ MODULES:2X60R 2X4AS REQ'D WOOD FRAMING @ DROPPED CEILINGS(SOFFITS) X X INTERIOR SHEATHING @ DROPPED CEILINGS/SOFFITS:5/8"GWB (TAPED,SPACKLED&PRIMED) X X EXTERIOR FINISHES SIDING:CEMENT BOARD SIDING-REF.EXTERIOR ELEVATIONS FOR SIZES/LAYOUT/CONFIGURATION X X EXTERIOR CEILINGS/SOFFITS:JAMES HARDIE SOFFIT SYSTEM.WHITE FINISH X X EXTERIOR T&G CEDAR CLG. X X WINDOW TRIMS:2X2 WESTERN RED CEDAR,GRADE A CLEAR&BETTER,MITERED CORNERS(S-4)-REF EXTERIOR ELEVATIONS X X INFILL PANELS:AS PER EXTERIOR ELEVATIONS X X EXTERIOR TRELLISES:CEDAR 2X,PAINTED TO MATCH BLACK INFILL PANELS X X DECKING:FL-2 X X GUARD RAIL:CABLE RAIL W/SIDE-MOUNTED CEDAR POSTS VIEW RAIL,C.R.L.OR EQ. APPROVED FOR COASTAL USE OR SIM. -REF.PLAN&EXT.ELEV.GC TO PROVIDE SUBMITTAL.3-0'HIGH X X WOOD STEPS/STAIRS:IPE DECKING- FL-2 X X CONCRETE STEPS/STAIRS:REINFORCED CONCRETE SEALER:LOW OR NO V.O.C. X X WINDOWS&DOORS FLASHING:ALUMINUM MILL FINISH,0.024"THICK MIN,COLOR TO MATCH WINDOWS X X SCUPPERS:TYPICAL OVERFLOW-MAJESTIC WATER SPOUTS EATON S'RECTANGLE SCUPPER-STAINLESS STEEL X X ALL VISIBLE FLASHING ROOF EDGES,SCUPPERS&GUTTERS):KYNAR-PAINTED METAL TO MATCH SIDING,24 GAUGE THICK MIN. X X STONE SEALER:TBD X X STONE VENEER: 4"MIN THICKNESS,EXACT STONE TO BE DETERMINED;TEXAS SANDSTONE OR SIM.VERIFY REQ'D REINFORCEMENT,WALL TIES,AND WEEP HOLES.MORTAR TYPE:S OR M. X X PATIO:PAVERS TBD X X HOTTUB:ABOVE GROUND.INSTALLED BELOW WOOD DECK ON CONCRETE PAD. X X SWIMMING POOL;GC TO SIZE POOL EQUIPMENT APPROPRIATELY X X EXTERIOR WINDOWS&DOORS WINDOWS/DOORS:REF.CONSTRUCTION PLANS&EXTERIOR ELEVATIONS X X X X EXTERIOR DOORS X X INTERIOR DOORS SOLID CORE FLUSH PAINT GRADE,U.O.N.-REF.CONSTRUCTION PLANS X X GLASS SHOWER DOORS X X MISC.INTERIOR FINISHES BASE MOLDING:31/2'X 1/2'SQUARE WD-1 WALNUTTRIM. X X INTERIOR DOOR TRIM:21/4"X3/4'SQUAREWD-I WALNUTTRIM REF.FINISH SCH,MITERED CORNERS X X WINDOW TRIM X X TILE FLOORS X X BATH WALL TILES X X C OUNTERTOPS/BAC KSP LASHES X X CUSTOM KOUNTRY KRAFTCABINETRY&MILLWORK X X MIRRORS X X FINISH PAINT @ FINISHED TRIM,3 COATS:BENJAMIN MOORE ADVANCE WATERBORNE INTERIOR ALKYD PAINT-SATIN FINISH 792;COLOR:DECORATOR'S WHITE ADD ALT:WALNUTTRIM-ACCEPTED. X X FINISH PAINT @ WALLS,3 COATS:BENJAMIN MOORE AURA WATERBORNE INTERIOR PAINT-MATTE FINISH 522;COLOR:MUSLIN 1037 GC TO PROVIDE SAMPLE FOR CLIENT APPROVAL. X X FINISH PAINT @ CEILINGS,3 COATS:BENJAMIN MOORE AURA WATERBORNE INTERIOR PAINT-MATTE FINISH(522),U.O.N.;COLOR:DECORATOR'S WHITE X X FINISH PAINT @ BATHROOM CEILINGS,3 COATS:BENJAMIN MOORE AURA BATH&SPA WATERBORNE INTERIOR PAINT-MATTE FINISH 532;DECORATOR'S WHITE X X ACCESSORIES.FACTORY TO PROVIDE BLOCKING AS REQD X X PLUMBING-GENERAL ROUGH-INS FOR ALL FIXTURES IN MODULES X X PVC DRAIN,WASTE&VENT LINES FOR ALL FIXTURES IN MODULES X X OATEY#78033 3'PVC ROOF DRAINS W/ABS DOME&DOME COLLAR-OR SIM. X X GAS PIPING X X NON-FREEZE HOSE BIBS(SEE PLANS FOR LOCATIONS.FACTORY TO PROVIDE ROUGH PLUMBING W/IN MODULES) X X X X RADON VENT AS REQ'D X X X X CONNECT LINES BETWEEN MODULES X X PLUMBING-FIXTURES X X APPLIANCES X X MECHANICAL/HVAC PROVIDE APPROPRIATELY SIZED TANKLESS HOT WATER HEATER FOR DOMESTIC HOT WATER X X PROVIDE APPROPRIATELY SIZED HIGH-EFFICIENCY BOILER X X 11/15/2024 LOCAL PERMIT FORCED AIR CONDITIONING HEAT PUMP SYSTEM-CLOSED LOOP GEOTHERMAL SYSTEM ON SITE X X THERMOSTATS:24/7 DIGITAL PROGRAMMABLE,WIFI COMPATIBLE X X BATH/SKYLIGHT EXHAUSTS.THOSE IN MODULES BY FACTORY,THOSE IN PARAPETS BY GC. X X X X OUTDOOR EXHAUST DIFFUSERS:SEIHO SFZC ALUM.VENT LOUVER 6'DIA.@ BATHROOMS&LAUNDRY AS REQ'D FOR FANS.KITCHEN THRU ROOF -REF.EXTERIOR ELEVATIONS FOR LOCATIONS X X E-D ARC RADIANT FLOOR SYSTEM:ELECTRIC MAT AT MASTER BATHROOM,PROVIDE SCHLUTER RENO-TK SLOPED FOR TRANSITION X X \5 eEFtT L ELECTRIC/GENERAL PROVIDE UNDERGROUND ELECTRIC SERVICE&FINAL CONNECTION TO ELECTRICAL PANEL 2 200 AMP ELEC.PANELS SHIPPED LOOSE BY FACTORY,INSTALLED BY GC X X !� QO 2r, �0 400 AMP ELECTRICAL SERVICE TO MAIN BREAKER PANEL&SUB-PANELS W/DISCONNECTS AS REQ'D.PANEL LOCATION TO BE COORD.W/FACTORY SHOPS. X X X 12/2ROMEX WIRING X X X X ., DIMMERS&SWITCHES:LUTRON SUNNATA SERIES FOR RADIORA3SYSTEM TO ACCOMODATE FIXTURE TYPE,DRIVER,&CONTROL SYSTEM-ALL SUPPLIED+INSTALLED BY AV SUB.FACTORY TO INSTALL TEMP.ROCKER SWITCHES LUTRON RADIORA 3 SYSTEM COMPONENTS ALL-IN-ONE PROCESSOR,REPEATERS,CONTROLS ETC. BY OWNER'S AV SUB.ALL WITHIN MODULES WIRED BY FACTORY. KEYPAD PROGRAMMING&LASER ENGRAVING BY OWNER'S AV SUB. N� -+ WALLPLATES:LUTRON CLAROSCREWLESS DESIGNER SERIES,WHITE TYP. X X X X "9T 02050� O STANDARD OUTLETS,GFI OUTLETS,CABLE&PHONE JACKS:LUTRON CLARO,WHITETYP.;BLACK WHERE LOCATED AT WD-1 WALNUT MILLWORK.ALL IN MODULES BY FACTORY. X X X X \` OF I��1 FLOOR OUTLETS:WALKER 862DB FLOOR BOXES W/BRUSHED ALUM ROUND FLIP-LID COVER U.O.N.(MATCHING 863DPCOM W/POWER AND COMMUNICATION). X X , EXTERIOR OUTLETS:DAMP LOCATIONS-HUBBELL TAYMAC MX1250S X X EXTERIOR OUTLETS:WET LOCATIONS-HUBBELL TAYMAC ML50OG EXTRA DUTY X X GENERATOR:APPROPRIATELY SIZED PROPANE GENERATOR REF.SITE PLAN FOR LOCATION-G.C.TO PROVIDE AS ADD/ALT X X CUTCHOGUE RESIDENCE DUAL AC/DC SMOKE DETECTOR-CARBON MONOXIDE DETECTOR PER CODE X X SPEAKER WIRING TO BE 14 GAUGE OR BETTER.FACTORY TO INSTALL SPEAKER RINGS/BRACKETS SUPPLIED BY AV.SUB.ALL SPEAKERS AND ALL SPEAKER WIRE OUTSIDE MODULES&AUDIO SYSTEM BY OWNER'S AV SUB. X X DIGNANS ROAD,CUTCHOGUE TOWN OF SOUTHOLD,NY 11935 CABLE/DATA WIRING WAN MODULES X X GENERAL CONSTRUCTION TASK NOTES: RESOLUTION: 4 ARCHITECTURE 01.THIS SCHEDULE OUTLINES MAIN CONSTRUCTION TASKS BUTTS NOTALL INCLUSIVE.FACTORY&GC TO EXPAND UPON THIS LIST AS REQ'D UPON REVIEWING THE DOCUMENTS. 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 02.ALL SCOPE OUTSIDE MODULES(INCLUDING BASEMENT,PORCHES,PATIOS,POOL)BY G.C.,UNLESS OTHERWISE NOTED.THIS INCLUDES,BUT IS NOT LIMITED TO,ALL WIRING,PLUMBING, FIXTURES,FINISHES,DEVICES,EQUIPMENT,AND DOORS,UNLESS OTHERWISE NOTED. TEL:212.675.9266 www.re4a.com FAX:212.206.0944 CONSTRUCTION TASK SCHEDULE DATE: 11/15/2024 AO. 10 SCALE: N.T.S. COPYRIGHT® RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. GENERAL CONSTRUCTION SCHEDULE N.T.S. I ---------------------------------------------------------------------------------------------- -I I I R E I I I I I I I I i I 1 A B S I I I I I I I I THE MODERN MODULAR I , 1 I a a m m 0 v o 0 0 o w BY RESOLUTION . 4 ARCHITECTURE w w W w w W w w II J I w J J w W > > > > > > > c� - 02-A2.00 - "I--- -- ---------� > >IIJ I ----- I I OI - ' O w :; o c�i [�' DR � --000oOa O Oo POOL BY GC O o i �I i GENERAL NOTES O I I ABOVE I I 01.2X10 DOUBLE SILL PLATES ON FOUNDATION WALLS W/ANCHOR BOLTS FOR MODULE I I I I I ATTACHMENT. I- ---------------- 1------------------------------------ ------------------------- !. 127 2" I - 1 02.CONCRETE PARGE OVER ALL EXPOSED -------------------------- ------------------------------------ --------------------------- I FOUNDATION&RETAINING WALLS,BY GC,TYP. 15-9" 24'-3" 24'-0" 8'-2" 12'-1" 15'-9" 12'-1.. I 03.ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR I SHEATHING BOARD OR EXTERIOR CLADDING. DOUBLE 2X10 TREATED SILL PLATE EL.69.67' I n i 04.THICKNESS OF FOUNDATION WALLS VARY:STONE T.O.FOUNDATION WALL — — — 1 I (6) -0.131 X 3 NAIL-TYP I - N - - - - - - - - - - - - - - - - - - - - - - - - - I VENEER SYSTEM TO BE DETERMINED. r 5/8"X 12"ANCHOR BOLT(RECESS —'—'—"— —"—'—' —"— —T -+-- MODULE G -" BOLT HEAD IN UPPER SILL PLATE I u F - F - I T.O.FOUNDATION WALL CONC.SONOTUBE L - - - - - - - - - - - - - - - - - - - - - - - - - I I FOOTINGS FOR EL.73.75' I i i EL.73.75' EL.69.00' 48"O.C.@ DECK AS REQ'D.TYP. T.O.FOUNDATION I T.O.FOUNDATION _ _ _ _ _ _ _ I J T.O.FOUNDATION WALL I I SIDEWALLS ( II WALL I I I I WALL EL.68.00' I I V_0" II I ----------------- ---------------- I I T.O.FOUNDATION WALL 1 —CONC. --- ----------- __ _� % ------- I - - ------- ---- I�—ABOVECONC LAB-ON-GRADE LEGEND 10 / I }- 1 ABOVE 6"CONC SLAB W/W.W.M. • -----------------I i I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I CONC.STEPS ABOVE r r------------- REINFORCING 6 --- -------------- I;. -0' ,./;%%%/„%/5///i,/II••i,- FL O—OYR1 1D0R:<^AI NZS A S RE 'D "— 1 iII11III II n�7� p .%- ,'/%IIIIIIIIII11III1I1IIIIIIII /„:"';%�,//%:;%//j"/;5ij//'////,//ri<•,/,,,=,, ; =__-IIIFIIIIIIIIiIIIIIIFIII -=-__----_-_-__.°- �T i-Ji'iIIIIIIII ��von ' _QO 11 ®®® -EL.N73C.7R5ET '-E7 7F.O35U ''L------------------L--------- fr � - - - - - - - - - - - - - --- EL 15"O.C. 63.50 T 1 I ------- 1 OREW ABOVE ____ __----___________ - - - - - - - - - - - - - - - T CONCRETE FOUNDATION NDDAATTIIOONN WALL TE.LEND N I O7590' i OUNDATION WALLWALLS AT ENTRY STEPS FWD.DECK ABOVE GARAGE E,I MODULE B PLANTER- - � - - -------------- PA I -EL.71.92' / 4� TYP. SILL & ANC CONCRETE FOUNDATION WALL -EL.69.00'-69.67' (HEIGHT AS NOTED)- - - - - - - - - - - - - - - r EL.69.010'BOLT DETAIL N.T.S. 0 —DRAIN TO DRYWELL I T.O.FOUNDATION WALL MODULE 11 —II --------i CONCRETE FOUNDATION WALL-L ill= 1 ! -EL.67.00-68.00'(HEIGHT AS NOTED)SLOT DRAIN.DRAIN IMODULE F I TO DRYWELL j - - - - - - - - - - - - - - - r - - - - - - - - - - I LOW CONCRETE RETAINING WALL < CONC.HOT TUBAS RQ'D NC.SLAB REINFORCED vCo N AT -EL.65.34'-66.7102 o2 ON GRADE BY GC ABOVE POOL STORAGE 011 -I 4"CONC SLAB REF.BASEMENT PLAN TEL TELO64.00' W/W.W.M.' LAUNDRY O67.00' CONC.SLAB-ON-GRADE R_INING WALL POOL STORAGE ETA DOOR SILL, REINFORCING 4 L_ - 011 9-8 3/4" 1 FLOAS OR INS CONC.DRIVEWAY SLAB-ON-GRADE RQD ONC.SONOTUBE FOOTINGS AS I BASEMENT LOUNGE LAB .OS REQ'D.TYP.i PWDRM O10 I - - - - - - - - - - - - - - - - - - - - - - - - - - - I 005 — 0- FOOTING- i - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - -J MODULE F 1 Or i/ ,MODULES A C D .< / / / ; ' J 3 1/2"STEEL COLUMN ON AY TE.L7J5' f— - - - - - - - - - 3 1/2"STEEL COLUMN ON I 3 1/2 STEEL COLUMN ON - -E- - - � 36x36x12 REINFORCED J - - O W.W.M. BREZEW CONCRETE FOOTING,TYP.F 36x36x12 REINFORCED T3x3x12 REINFORCED 003 REINFORCING rWALL I I 3 1/2"STEEL COLUMN ONI CONCRETE FOOTING,TYP. CONCRETE FOOTING,TYP. MUDROOM 42x42x12 REINFORCEDFLOOR DRAINS AS REQ'D. 006 CONCRETE FOOTING,TYP., o L 6s3L5 oriPOURED CON I TURNDOWNS AS REQ'D AB C DRIVEN 4"CONC SLAB W/W.W.M.o DRAIN TO 6"STEP REINFORCING' 31/7'STEEL COLUMN ON DRYWELL STORAGE I 2"THK.RIGID INSULATION OVER36x36x12 REINFORCED 015 COVERED PARKING FOOTING,TYP VAPOR BARRIER 01 001 1/2"STEEL 0 :1 STORAGE COLUMN ON REINFORCED 0 i6 42x42x12 TEL.64.00 w - - - - - - - - - - - - ELFOOTING.TYP. CONCRETE - - - - - - - - - - - - - - - - - - WI2xSo I BASMT FOYER oa MODULES B, 4"CONC SLAB W/W.W.M. I 007 REINFOF— RCING Io 7 THK.RIGID INSULATION OVER SLOT DRAIN.DRAIN EL.63.50' - _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ TELO73O75 —O64.00' FUNDATION VAPOR 11 BARRIER TO DRYWELL .O.SLAB T. I I— , MODULE J —WALL -FLOOR DRAINS AS REQ'D. //,/ ,// —. . - - -- Lo" -- Ii L - - -.O-. - -s".-�.. °•.-',I�II.•p.•-ub':".-.•,.`-.;'•,- -.:o 0I0 I-°0I IIIIII.0°00%0%i///�c,0o I o.IIIoII o°o°IFITITI— - IIIIIII1I !;j%ji;!''//,;IIIIIIIIIII ;y; „/',i.,ii,. // IIII �/i,i', II i •%/.;;'r' /, %%-i!-'iJiIIIIIII/ %%j%ij/''.II IiIIiIIIIIIII MODULE A III,II,"!-S_E/ _1�iIIiIIIIIIII -% — EL.73.75' TEL T.O.FOUNDATION WALL O1UNDATION 'F LONCRETE APRON WALL 3 1/TSTEEL COLUMN ON `�Q� 36x36x12 REINFORCED CONCRETE FOOTING,TYP.2'4 0 STORAGE •< IIIIII'IItIIIIIII1'I1 , 1III11IIIIIIIIIIII INTERIOR STAIR009 008 EL.67.00' OL TIIIIiIIIIIIIIIIIIIII EL.67.00- I T.O.RETAINING WALL I T.O.RETAI NING WA- LL 11/15/2024 II , N /T (Qt LOCAL PERMIT` - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - / - - - MODULESC D H 14 - - - - - - - - - - - - - - - - - - - ��RE ARC 2X10 DOUBLE SILL PLATE W/ ER T L (V�j 00 TEL ANCHOR BOLTS AS PER O71O9 =I CRAWL SPA � � V �NDATION FOUNDATION DWGS,BY GC WALL GRAVEL FILL R-30 BATT INSULATION IN "DECK AB MODULE FLOOR CAVITY-BY GC CONC.PARGE OVER EXPOSED FOUNDATION WALL,TYP, SLOPE EARTH AWAY FROM FOUNDATION,5%MIN. - - - - - - - 02050 O5/8"GWB CLG-BY GC (OVER MODULE FLOOR FRAMING). N::.FUNG CLG.MAY OCCUR 000 :00. ° o.p - - - - - - - - - - - - - °o.0op0 '_"•• _ '_••.''•b•:�•s i0 1i•1(rI1��•�"".'8,t-••_6_...' '::°d0o°oO'�°.o o 00.p o00>p_•°°0 o---� ._o oo.o�°°op e0 WATERPROOFING ME MBRAN E o0III 'D.&DRAINAGE MAT AS REQ oo0a }I EL.65.34' IIIIIII CUTCHOGUE RESIDENCE CE T.O.RETAINING WALL EL.65.71' T.O.RETAINING WALL DIGNANS ROAD,CUTCHOGUEREINFORCED CONC. — TOWN OF SOUTHOLD,NY 119350 FOUNDATION WALL&FOOTING ° 0000 RESOLUTION: 4 ARCHITECTUR EREINFORCED CONC.SLAB(4"OR 6" oo THK)W/2"THK RIGID INSUL.OVER CRUSHED STONE FOOTING- °o ---------- 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001WATER MEMBRANE BARRIER oo DEPTH&TYPE TBD BY GC PER - ------ TEL:212.675.9266 vww.re4a.com FAX:212.206.0944o0 = LOCAL CODES ,,' 0O0°Q —---------- Oo0 ° ---- - — - - - - - - - - - - FOUNDATION 0 -Q EL. o T.O.RETAINING ALL° °0 °° CONSTRUCTION PLAN PERF.PVC FOUNDATION DRAIN _ _ _ — — — 02 — _ -flQfI ll o L o N DATE: 11/15/2024 N D t-A2.00 A1 ,00 TYP. FOUNDATION WALL DTL. FOUNDATION CONSTRUCTION PLAN SCALE: AS NOTED 3/4 — -O 24'-1 - 1 -0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED.3 I 3/16" -------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- I I I � I I 1 I P R E F A B S THE MODERN MODULAR I , 1 I O pY BY RESOLUT ION : 4 ARCHITECTURE a vo u, 02-A2.00 cP O ----------------- N w 0 O GENERAL NOTES 0311 POOL BY GC OO O OO 0 3 ClIo 0N O i ABOVE I i 01.2X10 DOUBLE SILL PLATES ON FOUNDATION L I I I i i WALLS W/ANCHOR BOLTS FOR MODULE ATTACHMENT. , I I ------------------------1------------------------------------J- ------------------------ 02.CONCRETE PARGE OVER ALL EXPOSED --------------------------I------------------------------------ ---------------------------� i FOUNDATION&RETAINING WALLS,BY GC,TYP. 122'-2' 03.ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR 15'-9" 24'-3" 24'-0 7'8 1/Z' 12'-6 1/Z' 15'-9" 12'-1" i FACE OF STUD AND DO NOT INCLUDE EXTERIOR 2'-6" 5'-10 5/8" 8 1/16" 5'-10 5/8" 8 1/16" 5'-10 5/9' 2'-6" SHEATHING BOARD OR EXTERIOR CLADDING. R.O. R.O. R.O. i 04.THICKNESS OF FOUNDATION WALLS MAY VARY; 001 002 003 I STONE VENEER SYSTEM TO BE DETERMINED. MODULE G .. .� + 05.ALL ROOF DRAINS TO BE PLUMBED THROUGH IpI I INTERNAL LEADERS-TO BE COORDINATED W/GC. II I II I I I 1 II WD.STEPS ABOVE CONC.BENCH ABOVE -------------------- -----------------IL-----------------� ''�''� --------- ------------------- ------- �—ABOVE LAB-ON-GRADE f I I CONC.S IU------------------�------------------ � �/o'�,'o, . . CONC.STEPS BY GC r----------------- ------ , I ---- I GARAGE -------------- -----------------� - ------------------------ , WD.STEPS ABOVE �' ------------------ � 002 r ----------------- ------------=----J (UNFINISHED& , �- ------------------------ DECK ABOVE �- -- ---- , UNCONDITIONED) - -------------------------- WD. I I CRAWL SPACE PLANTER -- �- - I - -- r - F----------------��. - - .—. I - - .------------ - - -- - .—. . -- - m —FROST-FREE HOSE BIBB MODULE B I I I FLOOR DRAIN;SEE I �_ - W/SHUT-OFF BY G.C. I I FOUNDATION PLAN ------------------------ I I I I ^ REF.EXT.ELEV. N - ------------------------ —HECK CANTILEVER MODULE G ABOVE MODULE F I I O I I , I III C7 Q I I ♦/ I III I I ^ ql HOT TUB BY GC i <���` - - - - 02 2.1 ;o I ABOVE ji r------------------------------------� - LAUNDRY POOL STORAGE ` 004 0011, 004 O III N O L _______ _______ ;o fie I I i -'"� --'"" (FINISHED) (UNFINISHED& .' VENTILATION FOR I 005A UNCONDITIONED) , EQUIPMENT TO BE I WALLS+CEILINGS TO COORD.W/GC (�III III FROST-FREE NOSE BIBB W/SHUT-OFF I &ARCHITECT. ., , , BASEMENT LOUNGE BE CLAD IN ZIP WALL SHEATHING PWDRM ILI I I I I BY G.C.REF.BLDG SECTION , O10 (UNFINISHED& MODULE F I� III 002A I (FINIISHED) UNCONDITIONED) P MODULES A,C,D,E.J,K PTD POSTS I I III AH 1 AH2 BREEZEWAY SHOWER VOLUME ❑ ❑ 003 4 009 O I� ( ABOVE I ```'/ `\`'`\ /, / O n III I STONE VENEER WRH CONTINUOUS 4" MUDROOM col o III I FLOOR DRAIN;SEE AIR GAP TO ACCOMODATE STEEL I # 006 r FOUNDATION PLAN LALLY COLUMN AT MATE LINE (FINISHED) 0 d _Q N II I , 1 i ` I II I I COVERED PARKING ' �c> HI III a STORAGE i ,'�' UNF1N 022 NISHED& I ` � I I O1 1 ri � 01 II 2.1 III i UNCONDITIONED) � w � STORAGE N O o OlOA O I N Y: 012 co oe I) I 016A LINEAR DRAIN TO DRY WELL SLAT WALL-REF.01/A2.11— 021 R'ASMTTFFOYER 007A MODULES B.E -- - - - - fEoJ -. —. - - _ (CONDITIONED& 3 1/Z'STEEL COLUMN 007 UNFINISHED) w o FINISHED 1p� LINE OF MODULE ABOVE CLOSET �n Q ' LINE OF MODULE ABOVE I 020 014 MODULE J MODULE A I —. V RAC .—. — �1 _AH3 -►L-il 016 � 015 II II U --- ' 019 STONE-CLAD WD-FRAMED WALL LONCRETE APRON °D ALL WALLS&CEILINGS TO BE I W/CONCEALED STAIR STRINGERS INSULATED&SHEETROCKED. --- NO TRIM+NO PAINT. II -- 009A — --- r'o I ( ' I --STORAGE- -——F0091——— INTERIOR STAIR I _ (UNFINISHED& 008 UNCONDITIONED) --- 11/15/2024 LOCAL PERMIT I MODULES C,D.H _LL ois o17 ��REp ARC U y \5 OOERT L (& STONE-CLAD o RETAINING WALL D � BY GC N'STEP N) 020 A b"STEP �TF 50 1�O MODULE K _ — . - -- - - of I WD ENTRY STEPS BY GC STONE-CLAD D WD ENTRY STEPS BY GC Ol 4 013 RETAINING WALL BY GC STONE-CLAD CUTCHOGUE RESIDENCE RETAINING WALL BY GC DIGNANS ROAD,CUTCHOGUE D TOWN OF SOUTHOLD,NY 1 1'235 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 R.O. R.0 TEL:212.675.9266 www.re4c.com FAX:212.206.0944 R.O. R.O. II II 2'-N' 11'-3" 2'-N' 3'-11 1/Z' 16-3"R.O. 3'-11 1/2" 12'-0" 3'-1 3/9 8'-105/9' 3" 3'-1" 7'1'-2" C-10" 3" 2'-7' 1'-2" R.O. R.O. R.O. BASEMENT 10'-0" 15'-1 1" 24'-1" 24'-2" 20'-1" 15'-1 1" 12'-0" R 4 CONSTRUCTION PLAN DATE: l l/15/2024 A1 . 1 O ® N 01-A2.00 BASEMENT CONSTRUCTION PLAN SCALE: AS NOTED COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 8'-3" 39'-10" 4'-0 7-1 1"PAVERS 4" 1 V-8"PAVER 4" 15'-9"PAVER 4" 1 V-9"PAVER N-8" �o zo P R E F A B S POOL BY GC o THE MODERN MODULAR Q (� W = _ � -� Y Y BY RESOLUTION : 4 ARCHITECTURE > > > > > > > N 02-A2.00 o N O ® o N J o N N O O O O p p 0 O p 00 O 0 0 0 0 0 0 O w N GENERAL NOTES F1.ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR ACE OF STUD AND DO NOT INCLUDE EXTERIOR tO SHEATHING BOARD OR EXTERIOR CLADDING. 02.ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2"G.W.B.SHEATHING U.O.N. `*24'-0"(MODULES G&FJ 4' GRASS STRIPS 03.ALL CEILINGS TO BE 5/8"G"W.B.SHEATHING. - j( BETWEEN PAVERS TYP. II 2'-6" 5 1 O/8" 8 1/I b" 5'-1R005/8" 8 1/16" 5'- 0051N' 2'-6' 04.ALL ROOF DRAINS TO BE PLUMBED THROUGH INTERNAL LEADERS-TO BE COORDINATED W/ FACTORY/GC. �I HD 120 121 122 HD POOL PATIO w CONC.PAVERS, 05.GC TO CLOSE ANY GAPS AT WALLS, 1 WINDOWS&BETWEEN MODUL SEWITHI 21 _SMOOTH TROWELED FINISH,— SPRAY FOAM MODULE G - Pn ON GRADE BY GC c INSULATION AFTER SET. N D WD.,'TEPS BY GC b WD.STEPS BY GC CON .STEPS BY GC CONC.BENCH BY GC WD.DECK BY GC W/P.T.FRAMING AS REQ'D Q LEGEND (I FROST FREE HOSE BIBB 1 191 . 123 HD HDU HOLDOWN W/SHUT-OFF BY G.C. o ;' ® STRAP-TIE HOLDOWN w REF.EXT.ELEV. 15'-9"(MODULE B) i i . LIVING ---- V-6' 4'-l" 3" N-1" 3" 4'-1" 1'-6" i i 110 ' 1 1 0 1 18 REF.A4.04 R.O. R.O. R.O. I I I - v 108 109 110 PLANTER BELOW HD '•O.• '•O.•'• ' HD -- - ----- o ; MODULEB --- --------------- ------------------ ------------------ = O LAD WD.POSTS 1 1] ONC.STEPS BY GC "' 0• 107 11 1 I BEDROOM DECK I v HD D H H ONC.PAVERS, ch �, I I D D MODULE G 119 = ---- - ----- ONO GRADE BY GC TROWELED FINISH, UL) MODULE F MASTER BEDROOM 1 ° LAD WD.POSTS 77 I f O i I WD.DECK CANTILEVER BELOW l REF.A4.01 Q - ---� I I �o I -- 'i KEG ,' FACTORY TO PROVIDE TEMP.FIIAMING. 02 _ 12'-0"(MODULE A) p I �� I w i I I r 1 I GC TO FRAME,ROOF+DECK-REF.BLDG SECTION f 02 2 1ci HOT TUB BY GC I r_r ____ DINING VIP2'-0" 10'-0" I O O BEv ' 109 REF.A4.04 oc I 3'-4" 3" 3'-4" 2'-7" I P 1 16 F_IL_ I I o 1261 LOUNGE DECK w 10'4 3/8" R.O. R.O. I o WINE o 120 p —=F= O `o 3'-5" 3" 7-3 1/2" 6 7-3 1/2" 3" 3'-5" r L -- J 3'-2" 8 3'-T 6'�6" 3'-5" 8" 3'-5" 4'-0" 14'-9" 6 4'-0" 3'-5" 8" 3'-5" 6'� b •� r R.O.O R.O. 'ill R O R.O. R.O. 'I R.O. R.O. 0_ T� R.O. R.O. R.O. R.O. �`__ __ rn I `� 105 106 127 128 I 129 130 132 134 134 O' O HD 112 1 13 114 5 ' --- u O O O O HD HD O HD D O o MODULE F ; . ._ _. _ ._ _ _ - - - -------------- ---- _ _ : . A.C. ,E K OUTDOOR SHOWER -- - ----- _ _ ---------------- MODULES --------------- '___________' -- -_►------------------- 122 '— I HD D HD D N 135 v' Q I 104 MASTER HALL GALLERY in o' i MASTER BATHROOM 118A 1 1] D 1 17A 1 1 1 �D 111 A II 118 HD HD REF.A4.02 r N - REF.A4.00 D HD HD ID HD „ „ D I� HD O "1 N 115A 113A o c - i i - - �` --- / `-- --- \-- --- r `-- REF 136 O Q oD w 0 cq Jim______Ji—c,��—s�� Q _ _ ' __ ,�___� ___� _ --- O LOUNGE 0D Lu j ----------- PWDRM Lu Q w OD y i; �` i' �` ' .' o T A yi 103A 103 REF.A4.05 GUEST BATH 02 GUEST BATH 01 0 + I +1 0Ij _ p I i � � � - � i REF.A4.05 = O O 01 �` \ 114 114A 112A 112 `� =_vv v - _v = `---- " . \,v,- ------y 00' 137 �O Ol U iv 2.1 ( __= REF.A4.02 REF.A4.02 --- ____ ` -- - - -- \__" HD PANTRY c� i , �_O_- I CN o 2.1 Q 4 r, -_ _: --- 108 --- I 107 �`' FOYER ao o `' y 4 I� ' REF.A4.03 ,' i i REF.A4.03 o - I 1 186 ; MASTER CLOSET ~�' 102 O O ,' 1 16 y n O Q I I b'' 9 I H n I HD r ®D 138 O c < 0 KT OVN I OVN ti N DW I ¢ P REF.A4.01 ® 0 0 0 i A 5 ` 3'-6" p i O ' c i i - -- it k 0 P i -- — --- MODULESB.E � 118C -.....- - - HD --- --- --- --- _ 10'-0" 163 162 161 I ' ' 154 153 152 I ° I HD t o :I 1156 Tv 11E I oOMODULE J ' ° .=T I' 151 w L_ �-•• )- FROST-FREE HOSE BIBB v -. - b J MODULE A — . -—- -- S - - — — -' % HD LINE OF TRELLIS ABOVE vJ/SHUT-OFF BY G.C. INTERIOR STAIR -__ �( 143 142 p `-LINE OF TRELLIS ABOVE REF.EXT.ELEV. I O OUTDOOR SHOWER BY GC ��i FR T DECK 101 W/SHUT &DRAINS I 102 101 SLAT WALL-REF. 100 OFFICE BATH 2X2 CEDAR Q 3"O.C.SLAT ( - O1/A2.11 I 150 O o SHOWER SCREEN ON 2X PT, GUEST BED 02 GUEST BED 01 _ co I o REF,0A4.05 1 OSA -' 115 1 13 --' FACTORY TO PRCVIDE — _-___==__=t, BLACK STAINED FRAMING W/ I I ` BLOCKING IN EXT.WALL o I D Q 1/8"THK.FROST SOS REF.A4.02 REF.A4.02 FOR POTENTIAL WALL LUMASITE BY GC.GC TO MTD BENCH CONNECT SHOWER DRAIN I J � i 149 144 ` J TO DRYWELL cn I c') 148 145 M N 1066 106C 11/15/2024 LOCAL PERMIT N - - MODULES C,D.H 160 159 158 157 156 155 147 14601 OFFICE ,��FZED ARc 106 �G\ OERT L J& c' C� STONE-CLAD J REF.A4.05 O ------------ RETAINING WALL BY GC ------------ L LINE OF TRELLIS ABOVE LINE OF TRELLIS ABOVE 6"STEP I . I � I I '9T ozoso� MODULE K 6'STEP I OF WD ENTRY STEPS BY GC - '- I I ° I 141 140 139 ( STONE-CLAD RETAINING WALL BY GC CUTCHOGUE RESIDENCE WD ENTRY STEPS BY GC ------------ J DIGNANS ROAD,CUTCHOGUE LINE OF TRELLIS ABOVE TOWN OF SOUTHOLD,NY 11935 STONE-CLAD RESOLUTION: 4 ARCHITECTURE RETAINING WALL BY GC 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4ci.com FAX:212.206.0944 2'Z' 2'-1" 4'-4" 2'-7 2'-7" 3'-0" 4'-1" L 3'-0" 2'-7"1'� 3'-8 1/2" X 3'-8 1/2" 3' 3'-1" 5 6'L 3'-l" 3' 3'-8 1/2" 3' 3'-8 1/7' 2'-7" 3'-1" 1 V-8"R.O. 3'-I" 10'-8" - - ' 3'-1 7/8" 8'-9 1/8.1 2'-1 1 1/2" b" -8 1/7' 3'-8 1/2" 3'-1" R.O. R.O. 1„ R.O. R.O. R.O. R.O. R.O. R.O. 1„ R.O. R.O. R.O. 1„ R.O. R.O. 1„ 1„ R.O 3,. R.O ] 1/ R.O. R.O. R.O. FIRST FLOOR 12'-0"(MODULE A) 15'-9"(MODULE B) 12'-0"(MODULE C) 12'-0"(MODULE D) 32'-l"(MODULE E) 12'-0"(MODULE H) 15'-9"(MODULE J) 12'-0"(MODULE K) CONSTRUCTION PLAN DATE: 11/15/2024 ® N 01-A2.00 FIRST FLOOR CONSTRUCTION PLAN SCALE: AS NOTED A1 . 1 I COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. P R E F A B S THE MODERN MODULAR S U p ,n �n BY RESOLUTION : 4 ARCHITECTURE " V W W Y Q m m U p w 2 2 � =IIY > > > > > » N ^ u; 02-A2.00 ^ ^ > > N ^ > � O N J O N �..C! O N llo O O OO O O j o �TO O OI O O GENERAL NOTES 0 01.PARAPETS TO BE SHIPPED LOOSE BY FACTORY W/EXTERIOR SHEATHING INSTALLED,FOR ON-SITE INSTALLATION&CONNECTION BY SET CREW. III I I I 02.INSULATED,INTERIOR ROOF DRAINS ON (I ( I MODULE ROOFS TO BE PROVIDED&INSTALLED BY FACTORY.TEMPORARY PLUGS TO BE REMOVED BY GC ON SITE.INTERNAL ROOF DRAIN LEADERS TO 24'-0"(MODULES G&F) I BE COORDINATED&INSTALLED BY FACTORY.GC TO FINISH ON SITE. OVERFLOW SCUPPERS BY GC. 15'9, I 03.FACTORY TO COORDINATE ALL PLUMBING REF.02/A2.00 FOR PRECISE VENTS TO ROOF.FACTORY TO SUPPLY&INSTALL LOCATION 4'-3" 7'-3" 4'�" VENT LINE FROM FIXTURE TO ROOF.GC TO MODULE G .�. .— I COMPLETE ROOF PENETRATIONS,WATERPROOF, AND FINISH AS REQ'D. (LOCATIONS WILL BE p OVERFLOW SCUPPERS BY GC. MARKED ON ROOF BY FACTORY FOR GC TO T u REF.02/A2.00 FOR PRECISE FINISH.) LOCATIONS/PATHS TO BE DETERMINED BY LOCATION i i FACTORY&COORDINATED W/ARCHITECT. 04.FACTORY TO PROVIDE INSULATED ROOF VENTS w ' ` w a AS REQ'D.LOCATIONS TO BE COORDINATED W/ d ' FACTORY&ARCHITECT. ♦ O p v, 05.EPDM ROOFING MEMBRANE AT MODULES OVERFLOW SCUPPERS BY GC.REF. \�♦ .'� ' �♦ ,' INSTALLED BY FACTORY WITH ADDN'L MATERIAL(2' 02/A2.00 FOR PRECISE LOCATION `♦y.�/' ♦♦ /' `♦ MIN) AT MODULE EDGES.GC TO LAP AND SEAL II LOPE-►�JRD -SLOPE ; SLOPES PRD -SLOPE STONE MASONRY FIREPLACE, ACROSS MODULE MATE LINES,AT ♦ , FLUES,CAP,ETC.BY GC. ` \ . MODULE-TO-SITE-BUILT CONNECTIONS,AT '� \� /� �♦ LOUNGE DECK OVERHANG BY GC w /' PARAPETS,AT SKYLIGHT CURBS,ETC. MODULE B / ♦ / . �- ->- ' 0 ♦`� ,'/ 0 FULLY ADHERED 60 MIL.EPDM ROOFING MEMBRANE ON TAPERED $LOPE-► CORD -SLOPE LEGEND ♦ / ♦ / N II N RIGID INSULATION,SLOPED TO ORD ROOF DRAIN ♦ / ♦ / N N MODULE G w- -_ ♦` '� - - INTERNAL ROOF DRAIN MIN.1/4" MODULE F - �♦ =a0- �/ I PER FOOL TYP.AS SHOWN --_ - _ w PROVIDED BY FACTORY& � 0 `�♦ `♦ ,' 0 0 2 ' INSTALLED,FINISHED,&FLASHED BY N ®VS VENT STACK-LOCATIONS TO BE �¢ 11 �/' i ♦♦` I GC @ SITE BUILT OVERHANG ,' `♦\ C) COORDINATED 02 _ \ / ♦ E-------------------� SKYLIGHT BS SHIPPED ♦♦ �' o B ACTORYRINSTALLATIONO&SE w /' •`\ w `` w ' 02 2.1 I SLOPE- ♦ORD -SLOPE ® M-105 INSULATION BREATHER II a w � `♦` w OVERFLOW SCUPPER \ CONNECTION E GC,TYP. �\ O ' ` O O EPDM ROOF VENT \ (2-WAY(ROOF VENT BY 0 / p EXCEPT 4TH SIDE W/EXHAUST / \\ FACTORY,LOCATED UNDER u `� /' `♦ ,' N ♦\ �'., / ♦ q FRAMED ON SITE AS REQ'D. ♦ ' 205 + u ♦ DECKING WHEN ROOF DECK . `♦ ' /' `♦ OCCURS,TYP. ♦♦ '� 07 07 �` O�- QRD �- y pRD I FIREPLACE FLUE BY GC. L J SITE-BUILT OVERHANG BY GC 8'�1/2" '� SLOPE-► ORD -SLOPE / w ♦♦ 0.2 0.2 FACTORY TOCOORD.PATH / ' °- ♦♦ GC TO LAP AND SEAL EPDM /' I ♦\ '� 1 ,' \` �♦ ROOFING MEMBRANE ACROSS / I ♦♦ /'� I `. ,' ` / `) APPROX.LOCATION OF PLUMBING w �. LOW PARAPET ♦ MODULE MATE LINES,TYP.,SEE � w w w ♦ II a w VENT THRU ROOF.REFERENCE REF.BUILDING SECTIONS / �♦ GENERAL NOTE O5. / ♦ \ , O / ♦` O \♦ �/' O, � FACTORY SHOP DRAWINGS. ti ♦ MODULE F HIGH PARAPET ARRE SECTIONS MODULES A,C,D,E,J,K , / OS ♦ — i ♦ / w w / . ♦ / `� ,' O O ,' i `\ � 0 OPENINGS IN PARAPET 07 /' _ _ �`� w OPENINGS IN PARAPET V) N �`♦ �/' 08 �♦ � _ _ _ �`� FOR SOLAR CONDUITS _ _ ♦♦ ,' "' ' TO BE COORDINATED `♦ ,' OJ / w FOR SOLAR CONDUITS + + `� / i �♦ ,' `� 0.2 SLOPE O TO BE COORDINATED { ,' 0.2 w ,' w //W/FACTORY,TYP, w /. ♦` W/FACTORY.TYP. m p * /' O� jRD �- � ��RD +- p ,' `♦ p 'loVS ` ' o IORD -�- LOPE I SLOPES- ORD -SLOPE p o w f ` � N ' �w wo a / a - LOPE ® , a FBI O SLOPE ►`,♦QRD -SLOPE0- SLOPE- O o7 a O i � / SLOPE SLOPE ► RD -SLOPE `/' t `♦ - SLOPE--► /�RD -SLOPE � SLOPES- �SRD -SLOPE 07 204 07 � - ��� O 0- 0 01 _ 08 - 2. SKYLIGHT CURBS:iHIPPED LOOSE BY w ' '' w ♦` '� �` '� `` ' `♦` ♦` O Lu FACTORY.INSTALLATION& 0 ,' ' O ` ,' `� ,' `� a `� ,' a CONNECTION BY GC,TYP.-DOUBLE `1 ,-'„ ,' ,'� i �`� ,' `♦ ,' `� f-i-r' O N ,' O 2X6 WALLS,REF.SECTIONS,EXCEPT 07 `� ,' VS a a VS ,07''' ,-'„ `�` /, V) ♦♦ `� ,' O O SLOPES- ORD -SLOPE ------------------------ 4TH SIDE W/EXHAUST FRAMED ON 0.2 . / ♦ J SITE AS REQ'D. SLOPES ORD ""-SLOPE ` '� V) ♦ v� 0.2 ` MODULES B,E VS /.'�1_�_- - -=---=-- --=--- ------------------- - --- -- -- -- ------ - --- - -- - - - .o - -- - - - i: APPROX.LOCATION OF PLUMBING �,'� O ` Q ` T ♦ / \ VENT THRU ROOF. / N `` q - `♦ /'/ \`. • •♦♦ ♦`` Lu Lu ♦ w w \ O / ♦ , J EL MODULE J `♦` ..0-�y' `♦` 0- w - � W �,' •- N �r- MODULE A -. ` N ' "D a --�� -.�` w / ♦` �'� �` '� APPROX.LOCATION OF HOOD TRELLIS BY GC `� ,' `� ,/ SKYLIGHT CURBS SHIPPED LOOSE BY �/ �♦ �, .♦ �, VENT THRU ROOF. FACTORY.INSTALLATION&CONNECTION OVERFLOW SCUPPERS BY GC.REF. SLOPE- ZSRD -SLOPE � SLOPE, ZSRD -SLOPESLOPE BY GC,TYP.EXCEPT 4TH SIDE W/EXHAUST SLOPE-► RD �- 02/A2.00 FOR PRECISE LOCATION ,' `� ,' `� ,' ♦ ,�` SLOPE SOLID PARAPET AT ROOF FRAMED ON SITE AS REQ'D � TRELLIS BY GC . \♦ � .` �/ OVERFLOW SCUPPERS BY GC.REF. J� ® ,' // �` // �` -► �RD -SLOPE SLOPES �RD -SLOPE 02/A2.00 FOR PRECISE LOCATION o �/ } �`♦ FULLY ADHERED 60 MIL.EPDM ROOFING MEMBRANE ON o / \ p / . -OVERFLOW SCUPPERS BY GC.REF.02/A2.00 FOR PRECISE LOCATION ♦ , ♦ cNi , Li TAPERED RIGID INSULATION,SLOPED TO INTERNAL ROOF /' ♦\ N ,/' ♦� '� ♦� ,/' �♦� - M� /' 0 `` DRAIN MIN.114"PER FOOT,TYP.AS SHOWN j / w Q w ♦ '? '� . o // -, ♦` APPROX.LOCATION OF PLUMBING a B ' w "' `♦ INSTALLED BY FACTORY;FINISHED AND FLASHED BY GC ♦ / I VENT THRU ROOF. ' O �♦ O -(2X)7'PVC CONDUIT BY FACTORY FRONT DECK OVERHANG BY GC } } \ ,' ,J,� `♦ ,' N `♦ TO PROVIDE A CLEAR PATH TO `� ,' `♦ APPROX.LOCATION OF PLUMBING VS FUTURE SOLAR PANELS ON ROOF. w `� VENT THRU ROOF.REFERENCE --------------- -------� CONDUIT PATH TO BE FULLY ADHERED 60 MIL.EPDM ROOFING a `♦♦ �,' a - FACTORY SHOP DRAWINGS. COORDINATED W/FACTORY. MEMBRANE ON TAPERED RIGID O O �`` INSULATION,SLOPED TO INTERNAL ROOF ' `♦ ,' `J" `♦ DRAIN MIN. 1/4"PER FOOT,TYP.AS -APPROX.LOCATION OF PLUMBING SHOWN PROVIDED BY FACTORY& o ♦` '� 11/15/2024 LOCAL PERMIT VENT THRU ROOF.REFERENCE INSTALLED,FINISHED,&FLASHED BY GC @ N ui MODULES C,D.H FACTORY SHOP DRAWINGS. SITE BUILT OVERHANG ` 0- _�. O �' ♦�`, � ,'' RED AR SLOPE-��RD -SLOPE TRELLIS BY GC TRELLIS BY GC ' ` � IQZpeERT / w . I, A ' d ` O It PA / J ♦ / \ 4 / \ 02050 MODULE K - - - ._ \�F N_ J W . w TRELLIS BY GC § ~ CUTCHOGUE RESIDENCE DIGNANS ROAD,CUTCHOGUE TOWN OF SOUTHOLD,NY 11935 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 15-11" 24'-1" 24'-7' 20'-l" 1 IS-1 I" 12'a' 1 ROOF CONSTRUCTION 12'-0"(MODULE A) 122'-2" 12'-0"(MODULE H 15'-9"(MODULE B) 12'-0"(MODULE C) 12'-0"(MODULE D) 32'-l"(MODULE E) ) 15-9"(MODULE J) 1" 12'-0"(MODULE K) PLAN DATE: i l/15/2024 AIJ ® N 01-A2.00 ROOF CONSTRUCTION PLAN SCALE: AS NOTED COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. wi wn wn wii wi wu wI wu wu I wi J Z Z.. Z' p0 w w 02 w� 01 O 01 w 02 w w W p 2.1 Q.. 2.1 2.1 C¢C 2.1 <Q.. `Q.. `.. :2 O < L :2 O L < LII L Q ww4'-(1* 4'-7 1/4"VIF(EQ B) 4'-7 1/4"VIF(EQ 81 w ppgNuupq w (PANEL) (PANEL) X g I W R A H ij E F 4'-"(EQ Al 4'-0"(EQ A) 4--a-(EQ A) 3'-11 1/7'(EQ Q S-11 1/7'(EQ C) 3'-11 1/7'(EQ Cj 3'-11 1/2"(EQ C) S-11 1/7'(EQ C► 3'-5 114"(EQ D) N-5 1/4"(EQ D) '-5 1/4"(EQ D) 3'-S 1/4"(EQ DI '-5 1/C(EQ DI '-5 1/4"(EQ D) '�1/4"(EQ D) 3`11 1/2"(EQ El X-11 1/7-(EQ E) 3'-11 1/7,(EQ El X-11 1/7'(EQ E) 3--11 1/2"(EQ E) X-11 1/7'(EQ E) 13'-113/4"fEQF) 3'-11 3/a"(EQ F) 3'-11 3/4"(EQ F) 3--11 3/4"(EQ Fj I 3'-9 5/8"VIF(EQ G) 3'-9 5/8"VIF(EQ G B S (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) I (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) S-2 SPEC'D EXTERIOR THE MODERN MODULAR Fw- fl.. CEMENT SIDING-FLAT I S 2 SPEC'D EXTERIOR I I BY RESOLUTION : 4 ARCHITECTURE CEMENT SIDING- LA PANEL FIREPLACE VOLUME I PANEL PANEL SPEC'D EXTERIOR WALL PANEL PANEL S-1 SPEC'D EXTERIOR CEMENT •-- .- I = ---- - PANE BEYOND OVERFLOW SCUPPERS BY GC SCONCES OVER DOORS. OVERFLOW SCUPPERS BY GC-ALIGN II SIDING-GROOVED I GENERAL NOTES SOLID PARAPET WALLS/CURBS `-' -ALIGN W/C.L.OF PANELS AS CENTERED ON PANELS W/C.L.OF PANELS AS SHOWN I - I I I PANELIZED&SHIPPED LOOSE I U SIDING PANEL. I ROOF STRUCTURE AT LOUNGE DECK S-1 SPEC'D EXTERIOR I SHOWN I 12'-6 1/2" 01.ALL EXTERIOR DIMENSIONS ARE TO FACE OF - HORIZ.,---- -_-_-_-_-BY FACTORY,U.O.N.-_-_-_ _ __-_ S-2 �PEC'DEXTERIOR-_-_ _ _ _ -_ -- _-.BYGC__-_-_-_-_-_-_ "_ _-__CEMENT SIDING- '-_ _ _ _ _-_ _ _ _ -_-_ _-_ _ _---_-_ S-1 SPEC'D EXTERIOR_-_-_-_-_ _ -_ S-2 _SPEC'D EXTERIOR "_ __ _-.___-- -_---_ _ _ _-_-_-_- _-_-_-_-_-_- T.O.HIGH PARAPET EXTERIOR SHEATHING BOARD&DO NOT INCLUDE INSTALLATION& CEMENT SIDING-FLAT GROOVED CEMENT SIDING- CEMENT SIDING-FLAT __. _ _._.___ I I I PANEL PANEL I I 10'-10 1/2" EXTERIOR CLADDING. CONNECTION BY GC.,TYP. T LOW SC GROOVED S-1 SPEC'D EXTERIOR CEMENT- - I BY GC r - - - - - - - - - - - I - I - - - - - - - - - - - - - - -- - - I - - - - - -- I - - - - - - - - - - - - - I - - - - LOW PARAPET OVERFLOW UPPERS - - ------ --- -- - ---- - - --- ------ --- T.O. -ALIGN W/C.L. SIDING-GROOVED OF PANELS AS SHOWN- I I I I I 02.PROVIFLASHING A KYNAR-PAINTED METAL DRIP EDGE 8-10 FLASHING ABOVE ALL HORIZONTAL 1.5"X 1.5"PVC -�A I - - - - - - - - - - B.O.IST FLR.GWB CLG TRIM. S-3 BLACK INFILL I ANEL,TYP. PTD POSTS AT T J \ \ I I B.O.1ST FLR.GWB CLG 03.ALL EXHAUST LOUVERS TO BE SEIHO ALUMINUM 47 -; POSTS' I II I I Ilk VENT LOUVERS,U.O.N.REFERENCE GENERAL EMS4 LOUNGE DECK r II 1 10 109 108 106 105 CONSTRUCTION TASK SCHEDULE FOR MODEL. F34 134 132 132 O O 128 O O O O O O CONTACT.503 0 (BEYOND) (BEYOND) 11 130 129 128 127 122 121 120 115 114 II 11, 113 112 T:(800)248-0030 GFI OUTLETS AT EXT.WALL GUARDRAIL F: (626)395-7290 BEYOND -' --- BY GC HTTP://SEIHO.COM GUARDRAIL- f P. f + WD DECK BY GC 2 BY GC C O K WD _ d 9 -2 YGCC / PROVIDE BLOCKING AT ALL SUPPORT � � � � � 7 � A 15 SOLEILS TRELLISES BY G.C. � FACTORY TO II _ -h 0'EYTO.'(EL.75') POINTS,TYP. - - -FL-2 WD DECKING - - - - - - - - - - - - - - - - - - - MASREF.SECTION ------ ------ ------- --- ------------- h-0'-5 1/4" 05.ALL EXPOSED CONCRETE FOUNDATION& ON• E - - - - WD.DECK — oo CANTILEVER -BY GC T" ` " T: y T.O.DECK RETAINING WALLS TO BE PARGED-BY GC. 06.SOLID PARAPET WALLS/CURBS AT MODULES S-3 BLACK INFILL PANEL,TYP. T _. - _,_-,- _ 003 002 001 3'-0"(EL.72') PANELIZED&SHIPPED LOOSE BY FACTORY,U.O.N. CONC.BENCH BY GC _ - ' /009A\\ -- B.O.BSMT GWB CLG INSTALLATION&CONNECTION BY GC TYP u07.CONCRETE FOOTINGS,SLABS,TURNDOWNS,FOUNDATION WALLS AS PER WD STAIRS BY GC 11 II I FOUNDATION ENGINEER. FL-2 WD DECKING - STONE-CLAD CONC.ALLSII WD STAIRS BY GCJ II FL-2 WDDECKING I s-4 TYP. BY WGNCDOW TRIM, N 08.HENRY BLUE-SKIN HYDROGAP AND/OR ICE& FOUNDATION WALLS N II BY GC II I (I I I WATER SHIELD AS REQUIRED FOR WATERPROOFING. REVIEW IN FIELD W/ARCHITECT AS REQUIRED. i II 8 H I II 9 - 11 II II I II II G II II II I I LEGEND S-i SIDING EXTERIOR DEMENT II 02 0l I of 02 I TEXTURE 2.1 2.1 2.1 2.1 NORTH ELEVATION S-2 SPEC'D EXTERIOR CEMENT 02 3/16"= 1'-01" SIDING-FLAT TEXTURE S� 5PEC'D BLACK INFILL PANEL CONCRETE PARGE - - -- ST-i SPEC'D STONE VENEER CLADDING wi Lull Lull wii Lull Lull Lull Lull wI Z- Z Z Z- Z Z Z_ o J J J 02 J 01 01 02 J o FL-Z DECKING GOOD 0 w Lu H W H H W W O �. a.. ¢.. a 2.1 Q 2.1 2.1 < 2.1 Q.. Q :2 0I �II O Xx-X FINISH TAG w I II 3'-11 3/4-(EQ) X-11 310(EQ) S-1 1 3/4"(EQj X-11 3/4"(EQ) IL w '. (PANEL) (PANEL) (PANEL) (PANEL) II 2'-7 1/4"(EQ A) S-6 3/4"(EQ Bl S-6 3/4"(EQ Bj 3'-6 3/4"(EQ Bl '-7 1/4'(EQ Al 2'-7 1/4"(EQ A 3'-9 I/ 3'-9 1/ 3'-9 1/a"(EQ B) 3'-9 1/a"(EQ B) 3'-9 1/4"(EQ L) 2'-7 1/4"(EO A) 11 1�PANEL) (PANELI (PANEL) (PANEL) (PANEL (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) I/ FIREPLACE VOLUMES II II BEYOND X-9 5/8"(EQ) X-9 5/8"(EQ) 3'-5 3/8"(EQ) X-5 3/8"(EQ) X-5 3/8"(EQj X-5 3/8"(EQ) X-5 3/8"(EQ) X-5 3/8"(EQ) X-5 3/8"(EQ) 2-1 1/4"(EQ A 4'-0"(EQ B) 4'-0"(EQ B) 4'-0"(EQ B) 4'-0"(EQ B) 7-1 1/4"(FQ A) X-0 1/7-(EQ) '-0 1/2"(EQ) X-0 1/7'(EQ) X-0 1/7'(EQ) i (PANEL) (PANEL) I (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) - SPEC D EXTERIOR CEMENT IN SIDING-GROOVED S-2 SPEC'D EXTERIOR CEMENT T II 5-2 SPEC'D EXTERIOR I SIDING-FLAT S-2 SPEC'D EXTERIOR CEMENT SIDING-FLAT SOLID PARAPET WALLS/CURBS ( CEMENT SIDING-FLAT TRELLIS BY GC SLAT WALL AT FRONT S-1 SPEC'D EXTERIOR CEMENT __-_ -. S-2 SPEC'D EXTERIOR S-1 SPEC'D EXTERIOR CEMENT PANELIZED&SHIPPED LOOSE II DECK.REF.01/A2.11 SIDING-GROOVED --- -- CEMENT SIDING- SIDING-GROOVED 12'-6 1/2" - - - - - - FLAT _ _ - -BY FACTORY,U.O.N.- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.HIGH PARAPET INSTALLATION& FRONT DECK OVERHANG V GC S3 TRELLIS BY GC S-3 TRELLIS BY GC CONNECTION BY GC.,TYP. II 10'-10 1/T' - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - T.O.LOW PARAPET S� SPEC'D WINDOW TRIM,r(P.-BY GC i-T B.O.1 ST FLR.GWB CLG S3 Hill BLACK INFILL PANEL,TYP. ----_ - _ � \ � ---- --- / /. � \ S /. /. Z / � \ JB ACK INFILL b � � /` / 0B.O.1ST FLR.GWB CLG �� \ NEL,TYP. � S3 BLACK INFILL OOOOO 154 153 15 j 147 146 143 142 141 140 139PANEL,TYP. 163 162 161 158 157160 159 11/15/2024 LOCAL PERMIT FACTORY TO PRO1'e" EQG BLACKINFILL BLOCKING FOR FU% % PANEL,TYP. BUILT-IN BENCH- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- - - ---FROST-FREE HOS_ - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - % h T.O.SUBFLOOR '( RED AWDSTAIRS&DECK ____ i tvG�5�o0EFT L tUNr�/T�`n S-1 SPEC'D EXTERIOR CEMENT - _. . - .. -- - Z B.O.BSMT GWB CLG * "I' SIDING G ----- - - - - ... - - - - ' - --- ---- -- IDIN GROOVED - � � � _ 1 I , ----�, i ----- ' • --� , ' � _ � i - _-.-_ 018 017 -ALIGN PANELS AS STONE V - - - - ---- --- - ------ F SHOWN BY - O16 015 014 013 - VENEER - `C - .WD ''II STAIRS ' WD STAIRS BY GC / 4 / CONC.FOUNDATION— - ,II BEY y \ 02 0� O WALL Q�05 ti'"�P1 n!r 002A BEYOND BY GC - LOW RETAINING WALL- __ _-. _ _..._. STONE COPING LOW RETAINING WALL -NOT SHOWN FOR CLARITY 016A I: _ - - - - ---------- - -NOT SHOWN FOR CLARITY -- -- - - T- - - -- - -- - - T - T CU RESIDENCE TCHOGUE L------------------L-- I - - '. ., •.� C ONC.FOUNDATION WALL DIGNANS ROAD CUTCHOGUE ST-1 STONE VENEER q S3 BLACK INFILL_ TOWN OF SOUTHOLD,NY 1 1935 ST-1 STONE VENEER BY GC BY GC II N O PANEL,TYP. - RESOLUTION: 4 ARCHITECTURE N150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 N II p TEL:212.675.9266 www.re4a.com FAX:212.206.0944 02 °1 °l 02 I EXTERIOR ELEVATIONS 2.1 2.1 2.1 2.1 SOUTH ELEVATION DATE: 11/15/2024 3/16"= 1'-0" A2.00 SCALE: 3/16"= 1'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. ¢ m m U ml ❑' �I nl w 4 J O 02 n 01 ❑ O O O ❑ p ❑ w O O w Loum. 2-1 �. 2.1 :31 w O O p O O p O � �- ❑ Z Z r ZI O w w' O w W w w w 0 i 7X X R X X X ~ X LL w lL LL w w w w 9 O. O X I X w w MATCH PANEL WIDTHS X-11 1/7'(EQ) X-11 1/7'(ED) X-11 1/2-(EQ) 3'-11 1/7'(EQ) 3'-0 1/7'JEQ) X-0 1/7'(EQ) I'-4 5/8 ON OPPOSITE SIDE OF (PANEL) (PANEL) (PANEL) (PANEL) MASTER SHOWER 1 (PANEL) (PANEL) (VIF) THE MODERN MODULAR S-107/8"(VIF) X-I 1 519-(EQ B) 3'-l1 5/9'(EQ B) 3'-1 1 5/9'(EQ B) 3'-11 5/8"(EQ BI 3'-11 1/7'(EQ A) OR 3'-11 1/7'(EQ A) X-11 1/7'(EQ A) 3'-11 1/7'(EQ A)I MODULE.REF.04/A2.01 VOLUME-REF.PLANS I (VIF) IMF) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANELI (PANEL) (PANEL) (PANEL) I B Y RESOLUTION : 4 ARCHITECTURE SOLIDPARAPET WALLS/CURBS SPEC'D EXT.WALL M.BATH EXHAUSTS �PANEL i PANEL PANELIZED&SHIPPED LOOSE SCONCE OVER DOOR, -ALIGN W/C.L.OF 1 GENERAL NOTES S-2 SPEC-D EXTERIOR BY FACTORY,U.O.N. CENTERED ON PANEL PANEL AS SHOWN LINE OF BUILDING SECTION I I CEMENT SIDING- INSTALLATION& S-1 SPEC'D EXTERIOR GUEST BATH EXHAUST SOLID PARAPET WALLS/CURBS PANEL REF,02/A2.10 I SOLID PARAPET WALLS/CURBS FLAT CONNECTION BY GC.,TYP. 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V - S� BLACKINFILLPANELS,TYP. �I --�- --- ----- ------- ------ - ---- -------------------JL-0:: OVERFLOW SCUPPER BY GC- / o. <,� Y B.O.IST FLR.GWB CLG 03.ALL EXHAUST LOUVERS TO BE SEIHO ALUMINUM ALIGN W/C.L.OF PANEL AS MODULE BEYOND �\ 1 4 103 VENT LOUVERS,U.O.N.REFERENCE GENERAL SHOWN 1 1 WINDOW SHIPPED LOOSE 107 TRELLIS BY GC CONSTRUCTION TASK SCHEDULE FOR MODEL. i CONTACT.SEIHO T:(800)248-0030 BY FACTORY AND / WD.DECK AND STAIRS BY GC I yg INSTALLED ON-SITE BY GC F: (626)395-7290 REF-02/A2.10&02/A2.00 I HTTP://SEIHO.COM SIDING TERMINATES S� BLACK INFILL MODULE BEYOND 04.CEDAR BRISE SOLEILS/TRELLISES BY G.C. AT WD.DECK FACTORY TO PROVIDE BLOCKING AT ALL SUPPORT S-4 SPEC'D WINDOW TRIM, �- I_ PANEL,TYP. 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PTD POS STONE WALL&ENTRY STEPS 7 07.CONCRETE FOOTINGS,SLABS,TURNDOWNS. - ----- - - - - — - - - - - - - - - - - - - - - - - ---- - - -.._. -_.... - - - ..__..__. -. -..._..-_... - - - - - - - - - - - _ - -- - ' T BY GC• ;_- -_- - _ -.BEYOND REF.01/A2.11---_- RETAINING WALLS,&FOUNDATION WALLS AS PER WALL:;;:.=.�;- - 1'-11" - - - - - - - :- - --- - _.- _ T.O.POOL DECK ENGINEER. t FOUNDATION r 08.HENRY BLUE-SKIN HYDROGAP AND/OR ICE& - - - _ T REVIEW IN FIELD /ARCHITECT AS REQUIRED. WATERWATERPROOFING. L I I 1 W 1 I J CONC.FOUNDATION WALL J r S-1 SPEC'D EXTERIOR CEMENT SIDING-GROOVED I N-10 1/4"(EQ) 1 3'-10 1/4"(EQ) 1 N-10 1M' EQ) Y-10 1/4"(EQ) S-0 1/7'(EQ) 1'-45/8"(EQ) i (PANEL) (� PANEL) ' (PANE) (PANEL) (PANEL) i (PANEL) LEGEND i EAST ELEVATION OF MASTER BATH AND STORAGE EAST ELEVATION OF MASTER BEDROOM AT HOT TUB DECK i SPEC'D EXTERIOR CEMENT 3/16"= 1'-0" 3/16"= 1'-0" o r 04 02 Ol S-1 SIDING-GROOVED TEXTURE 2.1 2-1 S-2 SPEC'D EXTERIOR CEMENT WEST ELEVATION SIDING-FLAT TEXTURE 02 3/16"= 1'-0" S� SPEC'D BLACK INFILL PANEL CONCRETE PARGE ST-1 SPEC'D STONE VENEER CLADDING jlu FL-2 SPEC'D WOOD 0 o a of o m 02 DECKING 0 0 � 2.1 2.1 O O m XX-X FINISH TAG O O — �—w ~ ~ �'� w w w w 4'-0 X-8 1/7'(EQ A) 3'-8 1/7'(EQ A) 3'-8 1/2"(EQ A) 3'-8 1/7'(EQ AI 3'-8 1/7'(EQ A) 3'-8 I/7'(FQ A) 3'-9 1/4"(EQ B) 3'-9 1/4"(EQ BI 3'-9 1/4"(EQ B) 3'-9 114"(CQ BI 3'S 3/8"(EQ) op 3'-8 3/8"(EQ) 3'B 3!8 (EQ) 3'8 3/8 (EQ) 3'-8 3/8"(EQ) 4'-0"(EQ) (PANEL) J J (PANEL) (PANELI (PANEL) (PANEL) PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) ) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) I (PANEL) OVERFLOW SCUPPER II I ROOF STRUCTURE AT - --BY GC-ALIGN W/C.L. LOUNGE DECK BY GC - OF PANEL AS SHOWN PANEL LINE OF BUILDING I FIREPLACE VOLUME REF.02/A2.1 1 FOR S-2 SPEC'D EXTERIOR MODULE BEYOND SOLID PARAPET WALLS/CURBS PANEL LAYOUT CEMENT SIDING-FLAT . SECTION PANEL PANELIZED&SHIPPED LOOSE I BEYCND _, 12-6 1/2" - - - - - - - - - - - - ----- - - - - - --- - - - - - - - - --BYFACTORY,U.O.N.-- - ----- - - - - - - - - - - - - - - _-- - - - - - - - - ------------- T.O.HIGH PARAPET SOLID PARAPET WALLS/CURBS I INSTALLATION& PANELIZED&SHIPPED LOOSE CONNECTION BY GC.,TYP. I 10-10 1/7' - - - - - - { - - - - -BY FACTORY,U.O.N---------------------------------- ---- - - - - - - - - - - - - - T >= - - - - - - - - - - - - - - - - - T.O.LOWPARAPET INSTALLATION&CONNECTION BY GC.,TYP- OFFICE BATH EXHAUST-ALIGN W/ 8-10 I C.L.OF PANEL AS SHOWN - --- ,• B.O.1 ST FLR-GWB CLG TRELLIS BY GC TRELLIS BY GC I ---• ----7- B.O.1ST FLR.GWB CLG S-3 BLACK INFILL PANEL,TYP. I - S-3 BLACK INFILL PANELS,TYP. I 138 137 136 135 S� BLACK INFILL PANEL,TYP. GUARDRAIL BY GC;REF.EXT. DETAILS 11/15/2024 LOCAL PERMIT S-1 SPEC'D EXTERIOR CEMENT S-1 SPEC'D EXTERIOR CEMENT J SIDING-GROOVED SIDING-GROOVED -(FL-2 WD DECKING - - - - - - - - - - - - - - - - - - - - - - 0'-D"IEL.75') RED A& - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.BY GC.----.-:-r r-- - - - - - - - - - - - - - - - - T.O.SUBFLOOR FUTURE NANNY'S BATH EXHAUST WD DECKING . -~ \ -0'5 1/4" �Go0ERS L IN PHASE II-ALIGN W/C.L.OF PANEL AS SHOWN 1 _-• ;-.' --_- - .__.: T.O.DECK � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- - - ----- - - - - - d Z i ! ST•1 STONE VENEER BY GC S-4 SPEC'D WINDOW TRIM, CONC.BENCH BY GC 6.0.BSMT GWB CLG S-4 SPEC'D WINDOW 0 - �� h-3'-0"(EL.72') TRIM,TYP.-BY GC TYP.-BY GC / 011 A \ +_-' i 012 O11 O10 009 , - - ST-1 STONE-CLAD CONC.RETAINING ST-1 STONE-CLAD CONC.RETAINING / POOL STORAGE ! N ,b .- WALLS BY GC WALLS BY GC ACCESS DOOR _-- TERRACE/PAVERS BY GC POOL BY GC ���. 020501 �O� i Ir ER PLAN GFI OUTLET-REF POW 1 CONC.FOUNDATION WALL FROST-FREE HOSE BIB C UTCH O G U E RESIDENCE VENTING FOR POOL EQUIP.TO BE COORD.IN FIELD DIGNANS ROAD,CUTCHOGUE TOWN OF SOUTHOLD,NY 11935 f RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4o-com FAX:212.206.0944 m in m NJ WEST ELEVATION OF OFFICE WING Ol 02 EXTERIOR ELEVATIONS 2-, 2.1 EAST ELEVATION DATE: 11/15/2024 3/16 = 1 -0 A2.01 SCALE: 3/16"= 1'4" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. JI WI W I J ❑ 02 01 in LL 2.1 0 2.1 LL. OI O O W Z W WI W W SP E F A THE MODERN MODULAR BY RESOLUTION : 4 ARCHITECTURE S� BLACK INFILL ALIGN SIDING JOINTS WITH I 12'-6 1/2" GENERAL NOTES S-2 SPEC'D EXTERIOR PANELS,TYP. FACE OF WALL AS SHOWN SOLID PARAPET WALLS/CURBS S-1 SPEC'D EXTERIOR CEMENT T.O.HIGH PARAPET CEMENT SIDING-FLAT PANELIZED&SHIPPED LOOSE SIDING-GROOVED 01.ALL EXTERIOR DIMENSIONS ARE TO FACE OF BY FACTORY,U.O.N. / 10'-10 112" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —- -INS-TALtATICN-&- - - - - - - ------- - - ------- - - ------- - - -- ----- - - - - - - -/ T.O.LOW PARAPET EXTERIOR SHEATHING BOARD&DO NOT INCLUDE CONNECTION BY GC,TYP. / 9'-10 1/2" EXTERIOR CLADDING. - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.ROOF STRUCTURE / 02.PROVIDE KYNAR-PAINTED METAL DRIP EDGE - - - - - - - - - - - - - - - -tWiNDA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLASHING ABOVE ALL HORIZONTAL 1.5"X 1.5"PVC __. _ — B.O.IST FLR.GWB CLG TRIM. — /�\ �_� \ ��\ I — — — — — — — — — — — — — — — — — — — — — — — ——— — —— — — — — — ——— —— — — — — — 8-0 B.O.1ST FLR.GWB CLG 03.ALL EXHAUST LOUVERS TO BE SEIHO ALUMINUM TRELLIS BY GC-CEDAR 5.4 SPEC'D TRIM.TYP.-BY � 1 VENT LOUVERS,U.O.N.REFERENCE GENERAL GC � Fa 1 Fa PAINTED BLACKCONSTRUCTION TASK SCHEDULE FOR MODEL. (800)248-0030 CONTACT:SEIHO BLACK INFILL 6 1 14 108A 1 13A 1 12A GUEST BED 01 157 T: PANELS.TYP. l � � 1 13 F:(626)395-7290 I ALIGN T.O.TRIM W/T.O.DECK AS SHOWN GALLERY HTTP://SEIHO.COM FROST-FREE .(a.�8.f GFI OUTLET- 1 1 1 04.CEDAR BRISE SOLEILS/TRELLISES BY G.C. HOSE BIB I f PREF LAN POWER EODOI��ABEYOND FACTORY TO PROVIDE BLOCKING AT ALL SUPPORT 0'-5 i/4" - ----- - - - - - - - - - - - - - - - - - - - - - - - - - POINTS,TYP. T.O.DECK - - - - - - - - - - - - - - - h 0'1T(ELJS') T T.O.SUBFLOOR ----------- --_ - - HOT TUB BY GC - - - - - - _ _ _ ___ -=- __ -----_ - _ ___ _ _ ____- - - - _=_-_=_____--__---------=\ 05.ALLEXPOSEDCONCRETEFOUNDATION& SITE-BUILT WD-DECK&DECK— STAIRSi BY GC.P.T.FRAMING RETAINING WALLS TO BE PARGED-BY GC. AS REQ'D CONC.PAD 06.SOLID PARAPET WALLS/CURBS AT MODULES FOR HOT TUB B.O.STRUCTURE PANELIZED&SHIPPED LOOSE BY FACTORY,U.O.N. ALIGN WITH PANELS AS REQ'D GWB CEILING BY GC STONE VENEER BY GC ABOVE AS SHOWN _ �• �_h-l'3" INSTALLATION&CONNECTION BY GC,TYP. MECHANICAL DUCTS T.O.FOUNDATION WALL WALLS IN STORAGE 015 STONE WALL&ENTRY STEPS 07-CONCRETE FOOTINGS,SLABS,TURNDOWNS, L J 015A E H INSUL-&SHEATHED: BEYOND-REF.Ol/A2.11 RETAINING WALLS,&FOUNDATION WALLS AS PER r•-AV RACK -i/2"GWB OVER h 4-0"(EL-72') LOCATION -2X4 FRAMING W/3" FOUNDATION ENGINEER. i B.O.BSMT GWB CLG >; CLOSED CELL SPRAY FOAM s" 08.HENRY BLUE-SKIN HYDROGAP AND/OR ICE& _# STORAGE INSUL.(R-21). WATER SHIELD AS REQUIRED FOR WATERPROOFING. -_` o15 TROWELED CONC.SLAB PER ya,-; NO PAINT,NO TRIM IN THIS REVIEW IN FIELD W/ARCHITECT AS REQUIRED- '" CONSTRUCTION PLANS SPACE. s T.O.STORAGE SLAB O Ot LEGEND SPEC'D EXTERIOR CEMENT 02 I Ol I S-� SIDING-GROOVED TEXTURE S-2 SPEC'D EXTERIOR CEMENT SECTION AT GUEST SUITE SIDING-FLAT TEXTURE S� SPEC'D BLACK INFILL PANEL CONCRETE PARGE SPEC'D STONE VENEER CLADDING WI WII WII WII WII UPI WII WII JI o � J J 02 J 01 01 ? 02 ? ? o FL-2 DECKING O SPEC'D WOOD O w w W w w Lull O ¢.. ¢. ¢.. 2.1 Q.. 2.1 2.1 a. 2.1 a. Q.. O �) O xx-x FINISH TAG W II w. tl u i n TYP.MODULAR ROOF SYSTEM — I (I --- ----- ---- -EPDM ROOFING ON SLOPED RIGID SOLID PARAPET WALLS/CURBS INSULATION(REF.ROOF PLAN),OVER FIREPLACE VOLUME BY GC ; - -- PANELIZED&SHIPPED LOOSE 12-6 1/2' -5/8"PLYWOOD SHEATHING OVER 201 204 FACTORY TO COORD.FLUE - --- - BY FACTORY,U.O.N. T.O.HIGH PARAPET -11 1/4"OPEN WEB JOISTS Q 16"O.C.W/ PATH THROUGH FRAMING INSTALLATION& / 10'-10 1/2" 11 1/4"LVL PERIMETER BANDS - CONNECTION BY / -FLASH AND BATT INSULATION(2"CLOSED- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -__=_ -- - - - - - - - - - - - - - GC.,TYP. i.O.LOW PARAPET CELL SPRAY INSUL.+R-21 HDFIBERGI_ASS 202 �--- 203 �----------------_ 206 - �------------------ /, 9'-101/2" BATT INSUL.)R-49 TOTAL MINIMUM'-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- -- - - - - - - - - - - - - -/ INCLUDES TAPERED INSUL. -- T.O.ROOF STRUCTURE -5/8"THICK GYPSUM WALLBOARD CEILING -- T ---- -- ---------------- ------------------- OUTDOOR SHOWER - - - -- - - - - - - - - - % ;.f; .I-•. e.. - - - - - - - - /. - - - - - - - - - - - - - - - - - - - - B.O. 1ST FLR.GWB CLG ! KITCHEN O106 Ijl ll !l.lall ! 108 MASTER CLOSET MASTER CLOSET •I I i; r i I''-I 1 - _ PANTRY FOYER PWDRM LOUNGE ll MASTER BATHROOM GUEST BATH 02 115A 113A GUEST BATH 01,. 120 121 122 1 77 129 102 130 103 1 132 ► 104 134 134B� 137 1 18 OPEN TO OPEN TO 114 1 12 BEYOND BEYOND \/ 0 TYP.EXTERIOR WALL ASSEMBLY �' ' i ' FIREPLACE WALLS 11/15/2024 LOCAL PERMIT P.T.FRAMING AT ' r, FINISHED ON SITE BY GC -1/2"ZIPWALL SHEATHING OVER OUTDOOR SHOWER i "ii } it -2X6 WD STUDS Q 16'O.C.W/ -FLASH&BATT INSULATION(R-14 7' ', j , — �Ed SULU j-15 HD — — — — — _ I 1 h�.0.SUBFLOOR R RCiS'/, - - - - - - - -- - - - - - - � L - - A Ep A FIBERGLASSBATi INS L. - - - - - - - -- - - - - - - - - - - - - - - - - - - ------------ - - ----- - - - - - - - - - - - - - - ----- - - - - _ - __- � 1'-0 R-29 TOTAL MINIMUM O\ 0ER7 L INSULATION AT EXPOSED UNDERSIDE OF O O O O O O ___ - - - - - - - - - - -_1/2"GYPSUM WALLBOARD -\ \ - �� �O,A ---- - - _ ----'---'------ ---� B.O.STRUCTURE MODULES,REF.CONSTR.TASK SCH-BY GC l° L_-__ j-__ _ _J _ _ ___._._ - - - - - - - - - - - ----------- - - - ' n i STEEL COLUMNFOUNDATION WALL SS SPEC'D EXTERIOR SOFFIT— ; GWB CEILING BY GC - ? 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CONSTRUCTION&FINISH PLANS - __ - - - _._ _ - FOUNDATION WALL x - - T O „T .- TCHO UE RESIDENCE i0„ G SI '�-•.� .->•--..:•.-. 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CEMENT SIDING-FLAT ---,---- I-- —�------------------------------------j / h9'-101/2„ T.O.ROOF STRUCTURE S-4 SPEC -BY GC -- ------ ----- ------ ----- ----- ----- — — — --- — --- — — — -- --------- ----- — — -- ---------------- ------------------------------------ �• 02-PROVDEKYNAR-PAINTED METAL DRIP EDGE 8'-1W FLASHING ABOVE ALL HORIZONTAL 1.5"X 1.5'PVC ------------------- — — B.O.ISTFLR.GWB CLG TRIM. _— - — — — — — — — — — — — — — — — — -_. GWB CEILING TRELLIS BY GC B.O.1ST FLR.GWB CLG 03.ALL EXHAUST LOUVERS TO BE SEIHO ALUMINUM WD.POSTS :'I FOYER' BY FACTORY INTERIOR STAIR VENT LOUVERS,U.O.N.REFERENCE GENERAL CONSTRUCTION TASK SCHEDULE FOR MODEL. _._. ..:... 130 144 145 147 CONTACT:SEIHO O GUARDRAIL BY GC BEYOND- OPEN To OPEN To ST-1 STONE VENEER T: 800 248-0030 103A S� BLACK INFILL PANELS,TYP. S3 BLACK INFILL PANELS,TYP. 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P sT-i STONE VENEER s PER CONSTRUCTION& ��,,,,�s-„�� PER STR ENG. _ �- FINISH PLANS BY GC CU RESIDENCE L 11'�" Zziffzzzz .71 T.O.GARAGESLAB DIGNANS ROAD CUT H E o TOWN OF SOUTHOLD,NY 11935 FROST-FREE HOSE BIB S-y SPECD CEMENT SIDWGR FLAT RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4o.com FAX:212.206.0944 02 O1 BUILDING SECTIONS 2.1 2.1 SECTION AT KITCHEN DATE: 11/15/2024 3/16 = 1 0 A2. 11 SCALE: 3/16"= 1'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. wl Lull wll wll wl Lull wll Lull Lull wl 0 w ,zl, 02 w.. O1 0 01 J 02 ? p Lu :2 a. Q 2.1 Q. 2.1 : 2.1 a 2.1 a. a. ¢ �_ o � o �I o z.11 z. 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SIDING-GROOVED u S-1 SPEC'D EXTERIOR CEMENT _ -_---_-_ -_-_-_-_-_ -_-_ -SIDING-GROOVED-_-_ -_- -.-_ -_-__ -_-----_-_ -_-----_-_---_-_� T.O.LOW PARAPET EXTERIOR SHEATHING BOARD&DO NOT INCLUDE EXTERIOR CLADDING. - - - - - - - SOLID PARAPET WALLS/CURBS— PANELIZED&SHIPPED LOOSE h 9'-10 1/7' BY FACTORY,U.O.N.- - - - - - - - - - ----- - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - -� T.O.ROOF STRUCTURE INSTALLATION& - _ - _ - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - �, 8, 10 02.PROVDE KYNAR-PAINTED METAL DRIP EDGE R E CONNECTION BY GC,TYP.- - - - - - - - - - - - , - , - - _ I - - - - - - - - - - - - - - - - - - - - - ' ��V/� Il�//� 'L FLASHING ABOVE ALL HORIZONTAL 1.5"X 1.5"PVC - -- - _ _ _ _ B.O.IST FLR.GWB CLG TRIM. 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O 2 O 7 x O I 11 \ T.O.BASEMENTSLAB II I ff i T.O.STORAGE SLAB II IuI I LEGEND SPEC'D EXTERIOR CEMENT 02 Ol I O1 II 02 II S-1 SIDING-GROOVED TEXTURE 2.1 2.1 2.1 2.1 SPEC'D EXTERIOR CEMENT LONG SECTION AT DECK s-2 SIDING-FLAT TEXTURE 02 3/16"= 1'-0" s� SPEC'D BLACK INFILL PANEL .i, CONCRETE PARGE SPEC'D STONE VENEER CLADDING 01 OIw w1 Ou0 pt z O> >� Lu III z z z SPEC'D WOOD O 00 01 GO m 02 OIO pI FL-2 DECKING 2 1 S 2 t m °° m xx.x FINISH TAG oI w -L6 uIW 0 ulN~ ~ aa o w w � - < I I I XWi wI I I wI 3'-11 5/8"(EQ A) N-11 5/8"(EQ A) 3'-11 5/8'(EQ AJ 3'-11 5/8"(EQ A) X-11 3/8"(EQ BJ 3'-11 3/8'IEQ B) 3'-11 3/8'(EQ B) 3'-I 1 3/8"(EQ B) 3'-11 3/8"(EQ B) 3'-11 3/8"(EQ B) 3'-11 3/8"(EQ B) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) h 17-61/T ALIGN SIDING JOINTS WITH S-2 SPEC'D EXTERIOR T.O.HIGH PARAPET ING 0112. - - - - - - - - - ------- - - ------- - - - - ---- - - - - - - ----- - - - - - - - - - - I - - - - - - - - - - - - - - I FACE OF WALL AS SHOWN I O CEMENTSID---FLAT -------------- - - ----- - - - - - - - - - - - - - - -�/ h 10'1LOW --- -- ---- ---- - - - - -------- - T.O.LOW PARAPET PANELIZSOLID PARAPET WALLS/CURBS - - - - - - - SHIPPED - - - 9'101/2„ ------ - - ---_--------- - - --- SOLIDPED&ETWALLLOOSE-_-_- ------------------------------ - /. T.O.ROOFSTRUCTURE - S-4 SPEC'D TRIM,TYP.-BY GC - - - ----- BYFACTORY,U.O.N. --------- -- - -- - -- -- - - - - - - - -� - - - - - - - - - - - - - - - - - - ------- - - ------------- - -INSTALLATION&CONNECTION-- - - - - - - - - -- -- -- - -- - -- - - - - -- - - - - - - - - ------------- - - ----- - - - - - - - - - - - - - - - - 8. 10., _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B.O. 1ST FLR.GWB CLG BY GC,TYP. `-- � - - - - - - - - - - - - - - - - ------------- - - ----------------- p B.O.1ST FLR.GWB CLG SLAT WALL-REF.OI/A2.11 - -- FRONT DECK FLOOR SYSTEM -SPEC'D.DECKING OVER FRONT DEC OPEN TO PANTRY OPEN TO 127 / 126 ► 125 124 123 -P.T.SLEEPERS NOTCHED FOR DRAINAGE AS REQ'D OVER ( 100 BEYOND 107 BEYOND -EPDM ROOFING ON SLOPED RIGID INSULATION -5/8"PLYWOOD SHEATHING OVER 11/15/2024 LOCAL PERMIT -2X10 WD JOISTS @ 16'O.C. BLOCKING IN WAL ALIGN T.O.TRIM,W/T.O. FOR FUTURE BENCH DECK AS SHOWN 53 BLACK INFILL PANEL,TYP. EPDM OVER SUBSTRATE AND WD FRAMING y �% y ��� - - - - - - - - - ----------- - - - - - - - - - - - - - - - - - -AS REQ'D SLOPED TO DRAIN - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O'-0�EL-75'1 FLED AR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.SUBFLOOR C�, , ____ _ __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O\5 ERTL �j -0'-5 1/4' _ 6 �/ ALIGN SIDING T O.DECK �O NTr � JOINTS W/FACE OF CEMENT SIDING-FLAT �•\ \ RUCTURE S- ST-1 STONE VENEER BY GC ST-1 STONE-CLAD CONC. a=_ h LO.FOUNDATION WALL RETAINING WALL BEYOND STORAGE 'r BREEZEWAY (; 004 - - - - --REF.FOUNDATION PLAN - - - - - - - 009 - -009A - 003 C PANEL - - - ----- -- ---- ;. - - - - - - sT-1 -STONE VENEER- - - .- � _-_ ,.,,. - ------------------------- OF----------------------------------------- -- ---- --- LG �. -- BY GC / B.O.B O ARKIN - - - , r s Y o GARAGE CLG _r GRAVEL AS REQ'D • ADEQUATE - - -FOR ADEQUA = DRAINAGE o BY CUTCHOGUE RESIDENCE B.O. = SI NCE 'CONC.STEPS B C T 0" - '- F �i'• FOOTINGS PER FOUNDATION 7 I O PO _. DIGNANS ROAD, T H 0.::.:�:;;.� ) '4' PLAN.TYP. �� � ham'-0� F NDATION WALL EXTERIOR WEATHERPROOF RECEPTACLE %�-' ''"V T O OU TOWN OF SOUTHOLD NY 11935 - I -ALIGN W/C.L.OF PANEL AS SHOWN I - I \' 2'-l"(EQ Al 2'-1"(EQ A) 6 3/4" 3'-1 1/7'(EQ B 10 1/4-(EQ PANEL PANEL (PANEL) (PANEL(PANEL) T.O.BREEZEWAY SLAB RESOLUTION: 4 ARCHITECTURE I I 1 1 ( 1 � I _ 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4cj.com FAX:212.206.0944 I I I I I I Ol 02 I BUILDING SECTIONS 2.1 2.1 SECTION AT BREEZEWAY U' 3/16"= F-0" DATE: 1 1/15/2024 SCALE: 3/16"= 1'-0" A2. 12 COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R ENT 5-.Z725 - 20 T�scnt LONG ISLAND SOUND { atiOj� ' '(O*ait'T R E F A _ G MNW--;p4 —' "--�N THE MODERN MODULAR --------- ALONG MHW M� BY RESOLUTION . 4 ARCHITECTURE _ 5���-6''''g�• ...��' •TIE L ?o� BULKHEADiR---- ���� LEGEND Nsr>o= •� ".",=,=,' - ' ' ,;_�';''';; "sa0 ��1,IpPRY --...— PROPERTY LINE CCHL BUILDING SETBACK EXISTING CONTOUR PROPOSED NT rr '%t�� ---55-- x' O OUR _==_ _ _-'' ---'' - --56- PAVERS M ==---==========-==--===-=-===s===-: GRAVEL DRIVEWAY-REF CONST.TASK SCH. __ ___ ;� '�__, �� i / ..__ GALVANIZED STEEL EDGING __= ` �.54-- -----' �� ���� - - NEW DEER FENCE AND AUTOMATED GATE _o'' i - �•0 56 r55- r-I / �- Ow NEW DRY WELL-REF.CIVIL SEPTIC DRAWINGS 1� `161T `•� `s`iS6`.s�``� - ---_�_.' I i ��\ ���� `� \n ,r o> p''- �_-'" --` �'� ,�' 6n� , , ® NEW WELL-REF.CIVIL SEPTIC DRAWINGS -r `�' P '--- - �� ,• // � GENERAL NOTES ----- - --- -- \ - 6 r r -70- �. \ ,\ .\ \ a 1 62 / r ,/ I I.REFERENCE CONSTRUCTION PLANS FOR BUILDING roS FOOTPRINT DIMENSIONS. v-71 t �` TK. �� f' ------------ TOWN-DEFINED LOT COVERAGE OF BUILDABLE LAND AREA. Sl`K. ' - / \ Ire r� 1 v -- 16 _ EXISTING BUILDABLE LAND AREA 1000-83-2-7.5=77,405 SF 'STK.'_ i �i 'r ��- \ ,` �` -` `A09- - EXISTING BUILDABLE LAND AREA 100083-2-7.4=97,692SF / - /' .'- . P COL P T O 8z �,\ � -`- - PROPOSED BUILDABLE LAND AREA OF MERGED PARCEL=175,097 SF \69` "-�' _ `.� `) FkE U8.0 611 \` �� r� >��7` PROPOSED DWELLING=6,036 SF \ , - po 68__ ,I \ \ ` PROPOSED DECKS=2,113 SF 67 - _ _ _ 6 r \ ` `- ' - PROPOSED RAPROPOSED OISOED PATIOS=0 SF 66 .8 - �fl36 F/ r \ \ `�1-411TS OFF /^ —S70NE WALL D19 -_- - s,` DECK'�� r .' DECK r I \ \ yregPiw� 7.5'W __ -FFE 74.56' `t�'I FFE 74.56' \ �\ �� '-' PROPOSED ACCESSORY STRUCTURES=0 SF r / DECK, - T ' \ ` PROPOSED TOTAL COVERAGE=9,788 SF/175,097 SF=5.04% FFE 74.56' -FFE 73;fl'_- ` i \ \ ��- 18.5' Dw\` ``� _ 4-0 ' \ \�,6 PROPOSED GFA= 7,936 SF;MAX ALLOWABE GFA=9,477 SF SEPTIC SYSTEM PER ENG. - ' ` L— ,� ' \\ 9- 26' i � � 69 - - - r FF 4 ' o� LAND N/F OF -6T J--- - `� -- `\ l\ SCOTTKAUFMAN PROVIDE 1,000 GAL. , 66 , UNDERGROUND PROPANE TANK I�,66-' v� v --�— `. , - - 0 '68 _ ,,��,67. \ rD 65` - �" _ r— LAND N/F OF LINDA STK' , _- r ` \ DAMBASSIS 65- , ---� /� o `` �1 MON.D• �60'-0" `j i 100'-0"SETBACK n- '1 ` INIX � 83=10" - - - 'D�v I \\ r' / 1 i'1 i 104'-0" -i wSIDE YARD SETBACK / ' O 1 1 _� 1 I , SIDE YARD SETBACK 6137 11 64 r > _ .(. � rr w I ` \ I � o_ I I Io 200'0" > 12'-U' 40'-0 �¢ I BUILDING ENV�1 QPIi - / w `I N\ rI ` I 69,000 SF 8 ACRES J I O 12'-0' _ �. ,TK. \U� .•� i r r*t r - I b r 1 STK.`.` ; \` 64-".0'W 50'-0, WELL RADIUS \ 150'-0"WELL RADIUS I \ I N� � I r I S.C.T.M.#1000-83 I-2-7.5\``--'-" S.0 T.Iv�.#1000-83-2-7.4�' i , , -- --``�\ \•� --`/ NEW WELL PER ENG. r 92,322 SF �`.�' 1I15,177 SF i - `62 ' w 2,12 ACRES 1 I 2 64 ACRES \ ` c, a STK. \ M STK. \\ ---/� II / \ \ N. STK. / \ -60--/ 05/06/2025 ELEVATOR AMENDMENT a\ \ -ESA \\\ \ I �•\ / 11/15/2024 LOCAL PERMIT \\ ��RED qRc r ` STK. \ y w i �\� pgEEtT L t y�T\K-\ \ ^ cn T r ¢ \ \ \ I /p w A j \\ // \`� w 9T 0205 �0 \ 0 \�OF REBA \ \ 4ty639 SoDEER FENCE CU DCHO IGNANSROAD, RESIDENCE AUTOMATE TOWN OF SOUTHOLD, NY 11935 \ 91pRESOLUTION: 4 ARCHITECTURE \ \\ 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 .. �� TEL:212.675.9266 www.re4a,com FAX:212.206.0944 4 SITE PLAN ✓ N DATE: 11/15/2024 � PROPOSED SITE PLAN v i 1 = 40'-0" SCALE: 1"=40'0" AO,02 COPYRIGHT® RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I I P R E F A B S I I I I I I I I i I I j I I I I SWIMMING POOL,BY GC,ABOVE I THE MODERN MODULAR I I I I BY RESOLUTION : 4 ARCHITECTURE 02-A2.00 O N O N O N O N O N O N I I O N O N I r 1 GENERAL NOTES I I I I I 01. 2X8 DOUBLE SILL PLATES ON FOUNDATION WALLS W/ANCHOR BOLTS FOR MODULE ATTACHMENT. I i 02.CONCRETE PARGE OVER ALL EXPOSED RETAINING WALLS,BY GC,TYP.------------------------------------------------------- FOUNDATION &126'-1 1!2" i � �-- -------------------------- I 10'-43/8" 10'-1" 15'9" 24'3" 24'0" I 8'2" ----------- 12'--------------------------------- -- ----------------------------- - 1°----------- 3' 11 1/2" 03. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR SHEATHING BOARD OR EXTERIOR CLADDING. I 04.THICKNESS OF FOUNDATION WALLS MAY VARY; DOUBLE 2X10 TREATED SILL PLATE EL.69.79' I STONE VENEER SYSTEM TO BE DETERMINED. I (6) -0.131 X 3 NAIL-TYP T.O.FOUNDATION WALL 05. REFER TO FOUNDATION DRAWINGS BY 5/8"X 12"ANCHOR BOLT(RECESS STRUCTURAL ENGINEER FOR FOUNDATION WALLS, BOLT HEAD IN UPPER SILL PLATE) I ;' "" PIERS, FOOTINGS,SLABS, RETAINING WALLS, 1 TEL 77.35' �-GONG.SLAB-ON-GRADE r I T.O.FOUNDATION WALL ABOVE CONNECTIONS,STRAPPING, HOLD-DOWNS, ETC. IF 12"DIA.CONC.SONOTUBE 1 __ _ -_ _ - _ __. -_ _ _ _ _ _ - _-_ CONFLICT FOUND BTW. FOUNDATION, W/FOOTING,TYP.U.O.N. TEL 73.75' EL.73.75' EL.69.00' CONC.STEPS ABOVE 48"O.C.@ ARCHITECTURAL,AND/OR MODULAR DWGS REVIEW T.O.FOUNDATION T.O.FOUNDATION T.O.FOUNDATION WALL SIDEWALLS I WITH ARCHITECT. .. .�' WALL WALL EL.68.00' 1'-0° 1---------------<-- --------------�- I T.O.FOUNDATION WALL co 1�0" �I J--------------I� �--------------I�"f'I b"GONG SLAB W/W.W.M. I CONC.STEPS r--- ----------- - - - -� --- -- Z =--_------------- I rn LEGEND REINFORCING - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - ( I ih 6' r------------------------------------—11 --— 10" .. FLOOR DRAINS AS REQ'D. r-------------------------------------1I FOUNDATION WALL r nrr---TnT - - _ -------1 -EL 73 75-77 35 CONCRETE FOUN 50' EL.73.75' I I _- 15"O.C. WD STEPS ABOVE 1'L------------------------------ ------T T.O.SLAB - - - - - - - ----- @ END T.O.FOUNDATION WALL I I I I J,EL.75.90 ---_---J CONCRETE FOUNDATION WALL WALLS f\ _ \ -_ _ 1 T.O.FOUNDATION WALL AT ENTRY STEPS WD.DECKABOVE --------------------------------- o + t t - - - - - - - - - - - - - - - - - T /I -------------/ -------------/ GARAGE N ---- --- - I �- 1- 002 l( rr -_ CRAWL SPACE 1 EL.71.92' TYP. SILL H ANC _ tit t LT_ RAVEL FILL (WOOD— PLANTER 1 - i 1 11_ u1 1J�1 DECK ABOVE)= CONCRETE FOUNDATION WALL BOLT DETAIL N.T.S. ! �� - - - - - - _ - � I I I :1 I 01-A5.02 EL.69.00' -EL.69.00'-69.79'(HEIGHT AS NOTED) R -DRAIN TO DRYWELL ----I ��- - I I I T.O.FOUNDATION WALL -i- I\ -------1 -------J CO CRC 68.00' (HEIGHT AS NOTED) ------� ! CONCRETE FOUNDATION WALL - r---------------i 1 I SLOT DRAIN.DRAIN p I TO DRYWELL - - - - - - - - - - - - - - - - - - - - - - - - - I I N I I REINFORCED I l � , ! I F � I I ¢ CONC.SLAB FOR r I LOW CONCRETE RETAINING WALL �r HOT TUBAS REQ'D coNC.SLAB 02 i HOT TUB BY GC i I !% I 1 02 EL.65.34'66.71' 2.1 1 I ABOVE I " i POOL STORAGE Ol 1 ----- 2.1 -------� 4"CONC SLAB REF.BASEMENT PLAN I l` W/W.W.M. LAUNDRY I I EL.67.00' CONC.SLAB-ON-GRADE 1 REINFORCING 004 POOL STORAGE 1 T.O.FOUNDATION WALL IL---------------1 I I FLOOR DRAINS O11 12"DIA.CONC.SONOTUBE AS REQ'D. I 1`I CONC.DRIVEWAY SLAB-ON-GRADE W/FOOTING,TYP.U.O.N. I 1 ,' EL 6SLA -_____-_-_ PWDRM BASEMENT LOUNGE TY O.SLAB 1 O10 - - - - - - - - - - -- - - - - - - - - - - - - - - - 'L So' 0 55 O.SLAB - - - , - J - - - - - FOOTING I 14- 3 1/2'STEEL COLUMN ON ------- - - - - - - - - - - - BREEZEWAY , r 36"x36"xl2"REINFORCED- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , ! 3 1/2'STEEL COLUMN ON 3 1/2"STEEL COLUMN ON CONCRETE FOOTING,TYP. EL.73.75' I 6"CONC SLAB I W.W.M. CONCRETE FOOTING,TYP. 003 I N T.O.FOUNDATION REINFORCING 36"x36'k12"REINFORCED 36"x36"x12"REINFORCED 0 v WALL FLOOR DRAINS AS REQ'D. CONCRETE FOOTING,TYP. MUDROOM _ I 1. 0 c 006 I c� o / EL.63.59 J o ® I T.O.SLAB L POURED CONC.DRIVE N N rTURNDOWNS AS REQ'D 4"CONC SLAB W/W.W.M. Q _ DRAIN TO b°STEP REINFORCING I O 131/2"STEEL COLUMN ON I .t1 — U 36"x36"x12"REINFORCED I DRYWELL STORAGE 2"THK.RIGID INSULATION OVER 1 Z I I CONCRETE FOOTING,TYP. _ _ _ Ol 5 COVERED PARKING ! VAPOR BARRIER I I I 1 0 I 01 / - 1 Fool] 1 3 1/2"STEEL FLOOR DRAINS AS REQ'D. I Ol STORAGE COLUMN ON 2.1 ® � TEL � 2.1 O 16 I 42"x42"x 12" \ - 1 REINFORCED T.O.SLAB o - - - - - - - - - - - CONCRETE 1 L r FOOTING,TYP. L - L - co / - r - - - - - - - - - - - - 4"CONC SLAB W/W.W.M. W16x31 I BASMTTFFOYER - -1 w REINFORCING 1 007 I - O 2"THK. RIGID INSULATION OVER 73.75' - - - - - - - - - - - - - - 3-1 1 1/2" co 1 I � I � - �� VAPOR BARRIER - - - -- - - - - 1 ¢ T7 O.FOUNDATION T.O6SLAB I T.O6S AB V I WALL FLOOR DRAINS AS REQ'D. : '" I 4'-0" L - - - 6"STEP I I SETBACK L - - - - - - - - - 1 I I EL.73.75' I EL.66 T.O.FOUNDATION WALL I 5 I j NANNY'S BATH T.O.RTAINING WALL I CONCRETE APRON I I I �i I I � 1 I 012 I � I 0 I I 3 1/2"STEEL COLUMN ON ! I .o I 6"STEP I I 36"x36"x12"REINFORCED 1 SLOT DRAIN.DRAIN w= 1 Q I 1 CONCRETE FOOTING,TYP. TO DRYWELL O z 1 mo I I 3 1/2"STEEL rat3x..,S COLUMN STORAGE 04 009 INTERIOR STAIR ! 1 I 008 1 EL.67.00' 1 EL.67.00' Lo 05/06/2025 Q ELEVATOR AMENDMENT T.O.FOUNDATION WALL T.O.FOUNDATION WALL N J 11/15/2024 LOCAL PERMIT 001111 ! NANNY'S RM 1 I �GRE� 'qRC 2X8 DOUBLE SILL PLATE W/ANCHOR EL.71.92 --- I % 013 ,� I9ER7 L �� ��� - BOLTS AS PER FOUNDATION DWGS, T.O.FOUNDATION _ CRAWL�SPACE BY GC WALL GRAVEL FILL (WOOD: I I 'A R-30 BATT INSULATION IN o. —� ° MODULE FLOOR CAVITY-BY GC - CONC.PARGE OVER EXPOSED _DECK ABOVE) I 1 1 ' FOUNDATION WALL,TYP. - 1 , I SLOPE EARTH AWAY FROM 5/8"GWB CLG BY GC ((OVER I° o. FOUNDATION,5%MIN. - - - - - - _ _ _ _ _ _ J I 02050� MODULE FLOOR FRAMING). 1 � - - - - _ - � - I � N� REF.RCP. oo a��°o o o�0 I� { f� -= < HUNG CLG.MAY OCCUR- i!! . � I I t :o 0 00 °vo a o SLOT DRAIN.DRAIN I— I r - - - - - - - - - - - - - J I • 00 n °0 "no0 �e WATERPROOFING MEMBRANE TO DRYWELL ° ° °°� CUTCHOGUE RESIDENCE to 00 0ooc o°o &DRAINAGE MAT AS REQ'D. EL.66.71 P o00° - T.O.RETAINING WALL T.O.RETAINING WALL 1 0o REINFORCED CONC. I L I°0000— — — — — — — — — I DIGNANS ROAD,CUTCHOGUE FOUNDATION WALL&FOOTING j I ! TOWN OF SOUTHOLD, NY 11935 i ;o 0000— PER FOUNDATION DWGS REINFORCED CONC.SLAB(4"'OR 6" _---------- THK)PER FOUNDATION DWGS(***) I' t p000 - CRUSHED STONE FOOTING 1 RESOLUTION: 4 ARCHITECTURE W/2"THK RIGID INSUL.OVER I P )0 0 0 0 0 DEPTH&TYPE TBD BY GC PER ! ` - - - - - - -------- 150 WEST 28TH STREET,SUITE 1902, NEW YORK, NY 10001 WATER MEMBRANE BARRIER L ,�o 0000 0 — LOCAL CODES i C-------- -- TEL:212.675.9266 www.re4a.com FAX:212.206.0944 .. t Io,00O o,° ' oo°A °00- L — — — — — — — — — — — — ----------- — � 1� 1 FOUNDATION I9 ° o. o 000 ° 1 ••. > o 0 00 0o g ! .o � °o0 oQo°000= EL.64.0T I I o _ T.O.RETAINI GWALL CONSTRUCTION PLAN •. ".' �� '; o o° PERF.PVC FOUNDATION DRAIN - _ _ _ - _ _ _ _ _ Oo qq00 0o ° o f ° °o.l %. !' DATE: 1 1/15/2024 - _ - - - - - - - - - o N o n o o o N 01-A2.00 N FOUNDATION CONSTRUCTION PLAN A1 ,00 gj34/4 =. 1'-O°FOUNDATION WALL DTL. �" ' 3/16" = 1'-0" /�' � SCALE: AS NOTEDD COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 I I i I I I • i i I i I I i I P P E F A s I I ; I SWIMMING POOL,BY GC,ABOVE.REF.11 FIR I A1 T FLOOR THE MODERN MODULAR . SOO CONST.PLAN I I ¢ ¢ � J � o o � --- t I 0 0' o N o Lu o c� LU o.. o N 02-A2.00 o c Lc J� o c o N I � � I I BY RESOLUTION : 4 ARCHITECTURE J J J Q O O w J 1 ? t m m w w ui N o - I -------- O Q „O O O N N I O N "� O N �..� I D p O O 0 0 0 ® O i O i l GENERAL NOTES ji o :E i I i 01. 2X8 DOUBLE SILL PLATES ON FOUNDATION WALLS 1 i i W/ANCHOR BOLTS FOR MODULE ATTACHMENT. 02.CONCRETE PARGE OVER ALL EXPOSED I I i ------------------------JL------------------------------------I'L------------------------ FOUNDATION &RETAINING WALLS,BY GC,TYP. 125'-11" I I �---------------------------I-------------------------------------�----------------------------- 03.REFER TO DOOR SCHEDULE FOR DOOR 10'-1" 15-9" 24'-3" 24'-0" 7-8 1/2" 12'-6 1/2" 15'-9" 12--1" 3'-9" SPECIFICATIONS&SIZES. 2'-4 1/2" 6-0 1/8" 8 1/16" 5-105/8" 8 1/16" 6'-01/8" 2'-4 1/2" 04.ALL ROOF DRAINS TO BE PLUMBED THROUGH R.O. R.O. R.O. I INTERNAL LEADERS-TO BE COORDINATED W/GC. 001 002 003 II I I 05. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR } FACE OF STUD AND DO NOT INCLUDE EXTERIOR MODULE G - I — — — — j�/ ///j� -CUSTOM FABRICATED,BLACK - I — SHEATHING BOARD OR EXTERIOR CLADDING. POWDER-COATED,STEEL Ob.THICKNESS OF FOUNDATION WALLS MAY VARY; HANDRAIL&BRACKET STONE VENEER SYSTEM TO BE DETERMINED. ANCHORED TO FOUNDATION II WD.STEPS ABOVE WALL.DETAIL TO BE PROVIDEDCONC.BENCH ABOVI BY ARCHITECT 11�------ ------------------ _ IIII ------ -------------------- ------- -------- --------------------- ------ CONC.SLAB-ON GRA E iT------------- -----iL-------------------i � i ABOVE / I IL-------------------------------------JI ' I I _ CONC.STEPS BY GC Ir------------------ -----------------11 F------------------ -----------------ai GARAGE WD.STEPS ABOVE rL__________________ --------------------------------�--J iIi j ---�---e--�--a---------(UNFINISHED&- 1 1 / o WD.DECK AB IF------------------.. - 11 UNCONDITIONED) - -------- - ----- - ° / u j" PLANTER- - "— — MODULE B �' I I / FLOOR DRAIN;SEE / I - ------------------------- I I FROST-FREE HOSE BIBB FOUNDATION PLAN j I _ - --------- W/SHUT-OFF BY G.C. --------------- 01-A5.02 -% REF.EXT.ELEV. _ _________________________ ,, �/," �� I II I �' I % I DECK CANTILEVER MODULE G /// .—. //�; -U— / — ABOVE MODULE F 01 �N I / C? in Ho/ till 0 02 0 /" " oHOT TUB BY GC / ' ` --— I 02 2.1 ;o I ABOVE I i-------------------------------------- LAUNDRY \ POOL STORAGE i/ i i i 004 005 004 I ( Oil ,_- Ol1A N O L------- -------' i " i_ . (FINISHED) (UNFINISHED E 10 � FINISH ___ I % I I ) I I U CONDITION D) VENTILATION FOR /. OOSA EQUIPMENT TO BE =S_ WALLS+CEILINGS TO ------ —_—_ COORD.W/GC I C i BASEMEON,OLOUNGE BE CLAD A HING WALL &ARCHITECT. FROST-FREE HOSE BIBB W/SHUT-OFF i PWDRM BY G.C.REF.EXT.ELEV. % C? 'I ° 005 ' l Iy I rr (PHASE 1:UNFINISHED) N II(FINISHED) �� \—— � - MODULES A,C,D.E•J'K //% "i! /! i, '/,/,,.;j/ %MODULE F %// 04 ' /-'"/,.":/%i//i%% ;i: /i% //, ,'/ PTD POSTS ;�" III I I AH1 WELL AH2 I BREEZEWAY L u SHOWER VOLUME ❑ OO " TANK ❑ 003 II I 009 I O ABOVE II II I u I 0 N I� n I I _ u MUDROOM J III / AIR GAP TO A C—STONE VENEER IOMODATE STEEL TH CONTINUOUS 4 -- n o I I 1 FLOOR DRAIN;SEE I PROVIDE SHUT-OFF I # 006 s; VALVE&HOSE BIBB FOR LALLY COLUMN AT MATE LINE _ (FINISHED) a UBE LIFT W/2 0 Q� /" FOUNDATION PLAN WINTERIZING --_-_-_---- STOPS(36"Wx 36"D < N I ,/ r------------ - i , . . . I t I O10 EXTERNAL rn III I I i j ' 4 WELL EXPANSION TANK. a O COVERED PARKING __ ( DIMENSIONS). N b, o 015B LOCATION TO BE '_- 015A � 001 I ELEVATOR IS ly I I c` I COORD.IN FIELD ASME CODE A18.1 � III rn % i STORAGE I COMPLIANT. O I �" O16 I ` WHOLE HOUSE WATER � 01 I I o i FILTRATION SYSTEM.GC I I 01 1 i 01 (UNFINISHED& TO COORDINATE FINAL 022 Zq : 2.1 / I UNCONDITIONED) I II N SYSTEM SPECIFICATION STORAGE W/OWNER&ARCHITECT III % O 15 i N O16A 021 .i BASMT FOYER i w SLAT WALL-REF,O1/A2.11— II II I 007 007A I OIOB OIOC °' - MODULES B,E I ——— — —— %; /. (CONDITIONED& 3 1/2"STEEL COLUMN O ^ _ _ _ _ /I I (FINISHED) ——— !FUTURE! 3'-9" 020 SLAT WALL REF. — _ AH4 LINE OF MODULE ABOVE CLOSET �� n <i LINE OF MODULE ABOVE Q % % 08/A4.061NT. 014 — - -- 4'-0" MODULEJ % % n / - -— — — — — - - .—.— l._.—. ELEVATION — — - -- SETBACK MODULE A /-/ % i % / .—.—. AV RAC j .—.— I O16 015 - —I- j LINEAR DRAIN TO DRY WELL II 019 I I / LCONCRETE APRON co �" ALL WALLS&CEILINGS TO BE II I WALL W/LCONCAD DEA CONCEALED STAIR NANNY'S BATH 012A INSULATED&SHEETROCKED.NO uw I ———— o a STRINGERS N (PHASE 1:UNFINISHED) I PHASE 2 INTERIOR TRIM+NO PAINT.DOORS PER DTLS. N I N 009A --- ---- i CO STRUCTON ———_———— INTEHASE LEFT UNFINISHED — I i _ I IN PHASE 1.CONCRETE j I CUSTOM FABRICATED, Q I WALLS+FRAMING LEFT STORAGE ROUND,IPE,WALNUT EXPOSED.NO WALL INTERIOR STAIR HANDRAIL&BRACKET.DETAIL I INSULATION.NO TRIM. o j TO BE PROVIDED BY (UNFINISHED& ARCHITECT I FUTURE WALLS,DOORS, N UNCONDITIONED) FIXTURES,CLOSETS,ETC. 05/06/2025 0 ELEVATOR AMENDMENT 013E 013C I SHOWN FOR REFERENCE, 1 T/15/2024 LOCAL PERMIT ———————— i BUT THIS SCOPE ALL O / , , %, / .. r:j; . .;". ;'i ^ / I DEFERRED TO PHASE 2. MODULES C.D,H —. - / �, - - .—. I ; I —" (GC TO PREP PLUMBING, ETC.AS REQ'D FOR FUTURE LAYOUT.) RED q NANNY'S 131 RM RCy�T STONE-CLAD (PHASE 1:UNFINISHED) I I ��(/� Q-O / — CUSTOM FABRICATED,BLACK RETAINING WALL / o� BY GC j D POWDER-COATED,STEEL I n o %" j N o HANDRAIL&BRACKET j ¢ ANCHORED TO FOUNDATION --- I I � � M WALL.DETAIL TO BE PROVIDED BY ARCHITECT I i NA _ 02050� �(��" MODULEK "— - - - i° - - 9'-21/2" LINEAR DRAIN TO DRY WELL WD ENTRY STEPS BY GC-q p 014 - 013 STONE-CLAD 91_6 1/2" — WD ENTRY STEPS BY GC RETAINING WALL BY GC — STONE-CLAD CUTCHOGUE RESIDENCE �- RETAINING WALL BY GC !" DIGNANS ROAD,CUTCHOGUE TOWN OF SOUTHOLD,NY 11935 D ' RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 R.O. 6' R.O. TEL:212.675.9266 vaww.re4a.com FAX:212.206.0944 R.O. R.O. ' 2'4" 11'-3" 2'-4" 4'-1' 16'-0' 4'-1" 12'-0" / '-1 3/8" 8' 10 5/8" 3" 3'-1" il 7"1'-2" 6'-10" 3" 2'-7" 1'-2" BASEMENT R.O. R.O. R.O. R.O. 10'-0" i 15'-11" 24'-1" 24'-2" 20'-1" 15'-11" 12'-0" CONSTRUCTION PLAN / DATE: 11/15/2024 O N O N Ol-A2.00 O N O N O N O N O c�i BASEMENT' A1 . 1 o _ O1 N CONSTRUCTION PLAN SCALE: AS NOTED 3/16" = F-T COPYRIGHT Q RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 8'-0 3/8" 40'-0 5/8" 4'-0" 7-6 7/8"PAVERS 5 1 2" 1 V-10 5/8"PAVER 4" 15-9"PAVER 4" 11'-9"PAVER 4" 3'-8" 10'-10 5/8" STEPS INTO POOL/BENCH ` TO BE COORD.W/POOL ` SUN SHELF SUBCONTRACTOR bo P GUNITE POOL W/MARBLE �� A BS DUST FINISH(COLOR TBD)& R EP�� AUTOMATIC CONTROLS 0 FROM APP.SHALLOW END 4' om DEEP 5'DEEP END.REF. / THE MODERN MODULAR RCP FOR POOL LIGHTS. / a < X � A .' Y BY RESOLUTION : 4 ARCHITECTURE W J J J J J J J w LL ^ J J J ^ W> > _ > > > > N o NO2-A2.00 _ N oN o0"0 O (V 0 0 O0 O N 0 O N O N J O N O N � 0 O N "0 ON 0 IO O O O O 00 O w O O O / O O p w � � � :2 � � � � 0 � � � : N GENERAL NOTES i 00 38'-0 5/8" �'/ a Ol. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR SHEATHING BOARD OR EXTERIOR CLADDING. zo BENCH ALONG LENGTH OF POOL 02. REFER TO WINDOW SCHEDULE FOR UNIT SIZES. u ALL WINDOW DIMENSIONS INDICATED IN PLAN ARE !! ROUGH OPENING DIMENSIONS (NOT UNIT 24'-0"(MODULES G&F) 4"GRASS STRIPS DIMENSIONS),U.O.N. 2'-6" 5'-10 5/8" 8 1/16" 5'-10 5/8" 8 1/16" 5'-10 5/8" 2'-6" BETWEEN PAVERS TYP. 03.REFER TO DOOR SCHEDULE FOR DOOR R.O. R.O. R.O. ;o SPECIFICATIONS&SIZES. N Lu Lu Ho 120 121 122 HD POOL PATIO -CONC.PAVERS, Q 04. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION }— 121 < WITH 1/2"G.W.B.SHEATHING U.O.N. MODULEG I .—. .—H .—. .—. .—. .-SMOOTH TROWELED FINISH,-. :n I II � ON GRADE BY GC HD o WD.STEPS BY GC o i� iv 05. ALL CEILINGS TO BE 5/8"G.W.B.SHEATHING. WD.STEPS BY GC I CONC.STEPS BY GC CONC.BENCH BY GC 06.ALL ROOF DRAINS TO BE PLUMBED THROUGH WD.DECK BY GC INTERNAL LEADERS-TO BE COORDINATED W/ W/P.T.FRAMING AS REQ'D II O FACTORY/GC. FROST-FREE HOSE BIBB 119 123 W/SHUT-OFF BY G.C. _ v _ 07.GC TO CLOSE ANY GAPS AT EXTERIOR WALLS, REF.EXT.ELEV. J ] WINDOWS&BETWEEN MODULES WITH SPRAY FOAM m -- - -- D o D i1q INSULATION AFTER SET. B 15'9"(MODULE ) LIVING ---- - - ---- O REF.A4.04 ! 1'-6" 4'-1" 3" 4'-1" 3" 4'-1" 1'-6" _ � d 110 4 _ o LEGEND _ 118 � 12 R.O. R.O. R.O. ih o -1 d HD HDU HOLDOWN Hp STRAP-TIE HOLDOWN 108 ; 109 1 10 ---- PLANTER BELOW HD �, j O" D = = ih = CL D POSTS P.T. •. I L MODULE B � ° ° OSTS — — — - --------------- ------------ a 107 11 1 '• '- 1 17 •' ® ONC.STEPS BY GC Lo o BED OM ECK HD HD HD Ho O1-A5.02 -­CONC.PAVERS, RO D v MODULE G M 1 19 7 GRADE BY GC SMOOTH TROWELED FINISH, .�. . ' ON MODULE F I Hp MASTER BEDROOM HD y LAD 6X6 P. D C T. 1 1 17 I I � I III WD.POSTS = o I I = WD.DECK CANTILEVER BELOW REF.A4.01 I , i �- FACTORY TO PROVIDE TEMP.FLAMING. 02 12'-0"(MODULE A) b !KEG , - DI - GC TO FRAME,ROOF+DECK='REF.BLDG SECTION 02 21 0 HOT TUB BY GC - --, u 0 L 109 O 1: 2'-0" 10'0° i i O Q BEV i REF.A4.04 b" 3'_4" 3" 3 4' 2'-7" a 116 -'-_ -_ m' _ R.O. R.O. I o o O WINE I I o 126 LOUNGE DECK I �_ w 10'4 3/8" N 1 0 120 I � --- L�� - 3'-2" 8" 3'-2" 6't 3'-5' 8" 3'_5" 4'-0" f�" 14'-9" 6 4'-0" 3'-5" 8" 3'-5" 6' 3'9" i O o b 1/2 3'-5" 3' 7-3 1/2" 6' 7'-3 1/2" 3" 3' 5' 6 1/ 2 b -- ----- ', T R.O. '�� R.O. 'r R.O.O �� R.O. �'I R.O. R.O. R.O. 11 -- _ = R.O. R.O. R.O. R.O. = „ FACTORY TO SHIP LOOSE 0 I ;�• 105 ,,•'i 106 HD 114 - 5--- � II I �i 127 128 ( 129 130 Ho D 132 i- 112 j 113 o MODULE F FACTORY TO PROVIDE PIPE FOR POTENTIAL HD HD 13 - -RADON VENT THRU MODULE,TERMINATING AT ='_` -'-_--" - - - - -----„ MODULES A,C, E, K OUTDOOR SHOWER >:-_-_._,,.. ., - ° ° UNDERSIDE OF FLR,FACTORY TO ADJUST ° -- ------------ -- _------------------ --------------- N 122 I � I HD ' D LOCATION AS REQUIRED,WHILE ALLOWING FOR HD HD ( O Lo O O MASTER HALL GALLERY TERMINATION OVER GARAGE. 104 MASTER BATHROOM 118q 1 17 1 17A 1 1 1 1 1 1 A HD HD 135 ( Q N 0 118 REF.A4.02 ° REF.A4.00 Ho Ho HD Ho HD „ „ HD ———————————————————————— HD r- ° _ 115A 113A ° ---- UBELIFTW/2 0 o - -- REF O STOPS(36"Wx 36"D a C14 --- > < > < - 136 EXTERNAL --- II If --- - --- I --- PWDRM )• N = CD w - -- --, I / 103A 103 • DIMENSIONS J O a _ r------------� LOUNGE 00 ,' FACTORY TO PROVIDE ELEVATOR IS w GUEST BATH 02 REF,OA4.05 RADON VENT THRU4 PIPE FOR L ASME COMPLIODE ANT.A18 1 GUEST BATH O1 I I FRz REF.A4.05 p o O Ol ° 1 14 1 12 I I ---- \' ------ MODULE,TERMINATING t O 114A 112A 0 v 137 ( Ot 2 1 ---- REF. REF.N It =s= =a= ,___ 108 ____ k\ 1'I HD I 107 �= FACTORY TO ADJUST I N i� FOYER w - - REF.Ad.03 ,'' REF.A4.03 LOCATION AS REQ'D. 00 -- --------- „ 118B 11 ,'I 102 HD i O 103 a „ -- MASTER CLOSET c =-_�_ _ ______�I n _ =T,--_ O O " = 116 = I -- IO---QI q -\ I x II II/ \iI )138 � C �, i G , O -- �I Q III II I' I I N II3'- MODULES - KT i OVN N OVN DW a / ZV k ___ REF.A4.01 'I II O O+ II I II II II h 6" Hp I HD B,E 1 18C ul M Uo-—-—-—-—- ,0 H 0 10'-0" o 163 162 161 ii 1156 115C 113E 113C i 154 153 152 i NHo I HD MODULE J © HD HD HD Hp I ) O I - - 106A 4'-0" 151 SETBACK = FROST-FREE HOSE BIBB —"v - w MODULE A �— —W/SHUT-OFF BY G.C.—�' —' — — _ —•—I — = J HDLINE OF TRELLIS ABOVELINE OF TRELLIS ABOVE I. INTERIOR STAIR 143 142 '--_ OUTDOOR SHOWER BY GC REF.EXT.ELEV, ih I �- I O FRONT DECK 101 O W/SHUT-OFF&DRAINS 102 ' 101 I FACTORY TO PROVIDE SLAT WALL-REF. � 100 01/A2.11 O OFFICE BATH I o 2X2 CEDAR @ 3"O.C.SLAT PIPE FOR POTENTIAL GUEST BED 02 GUEST BED Ol - 150 _ 105 SHOWER SCREEN ON 2X PT, RADON VENT THRU ih FACTORY TO PROVIDE — r Hp q REF.A4.05 BLACK STAINED FRAMING W/ i MODULE,TERMINATING AT 0 1 15 113 = I REF.A4.02 REF.A4.02 BLOCKING IN EXT.WALL o D _ Q = ) 1/8"THK.FROST SOS UNDERSIDE OF FLR. FOR POTENTIAL WALL o s= m TO ASITEDRYW LL GC.GC TO FACTORY TO ADJUST MTD BENCHCONNECT O O ) TO DRYWELLHOWER DRAIN LOCATION AS REQ'D. I 144 ih � I I� `7 <? O o ( 05/06/2025 Q ELEVATOR AMENDMENT co a 145 ih N 1066 `i' 106C J i 11/15/2024 LOCAL PERMIT L _ MODULES C,D,H -- - - — . . —. HD HD H 160 159 158 i 157 156 155 HD 147 146 ) OFFICE ��RED Af co STONE-CLAD REF.A4.05 ��\5 oOtiRT L � NT0- i ----------------- --------- II - --- RETAINING WALL BY GC L N D LINE OF TRELLIS ABOVE LINE OF TRELLIS ABOVE I rry a o I I J 02050� __''Q MODULE K — — --- - - -- - - - - — — — — - -- - . HD Hp I — �OF N WD ENTRY STEPS BY GC D 141 140 139 STONE-CLAD RETAINING WALL BY GC i CUTCHOGUE RESIDENCE WD ENTRY STEPS BY GC L- -------------- DIGNANS ROAD,CUTCHOGUE D LINE OF TRELLIS ABOVE TOWN OF SOUTHOLD,NY 11935 STONE-CLAD RESOLUTION: 4 ARCHITECTURE RETAINING WALL BY GC 150 WEST 28TH STREET,SUITE 1902,NEW YORK, NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 2'-0" 2'-1" 4'-4" 2-7" 2'-7" 3'-0" 4'-1" l 3'-0" 2'-7"1" 3'-8 1/2" 3'8 1/2" 3'-1" 'I 3' 1" 3'81/2" 3'-8 1/2" 6 2' T' 3'-1" 11'8"R.O. 3'-1" - " '- " 1 7/8" 8'-9 1/8" 2'-11 1/2" b" 8 1/2" 3'-8 1/7' 3'-l" R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O 3', R-O 7 /2" R.O. R.O. R.O. FIRST FLOOR 1,� 1„ 1,. 1„ 1„ 12'-0"(MODULE A) 15'-9"(MODULE B) 12'-0"(MODULE C) 12'-0"(MODULE D) 32'-1"(MODULE E) 12'-0"(MODULE H) 15'-9"(MODULE J) 12'-0"(MODULE K) CONSTRUCTION PLAN DATE: 11/15/2024 AIA N FIRST FLOOR CONSTRUCTION PLAN o ci o N o N 01-A2.00 o ci o ci o N o N r o �i SCALE: AS NOTED COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. P R E F A B S THE MODERN MODULAR Q Q BY RESOLUTION : 4 ARCHITECTURE W W W J W W W J W W J J W w J J ^ J J J _ LLi 02-A 2.00 O O O o c\ O O O O o a O w o c i o a ? o cv o c i �"00 o a 00 0 o N O O O I GENERAL NOTES 2 � o O � O � p I 01. PARAPETS TO BE SHIPPED LOOSE BY FACTORY W/EXTERIOR SHEATHING INSTALLED,FOR ON-SITE INSTALLATION &CONNECTION BY SET CREW. ( 02.INSULATED,INTERIOR ROOF DRAINS ON ( MODULE ROOFS TO BE PROVIDED&INSTALLED BY I FACTORY.TEMPORARY PLUGS TO BE REMOVED BY GC ON SITE.INTERNAL ROOF DRAIN LEADERS TO 24'0"(MODULES G&F) BE COORDINATED&INSTALLED BY FACTORY.GC TO FINISH ON SITE. OVERFLOW SCUPPERS BY GC. 15'-9" a 03.FACTORY TO COORDINATE ALL PLUMBING REF.02/A2.00 FOR PRECISE VENTS TO ROOF.FACTORY TO SUPPLY&INSTALL LOCATION 4'-3" 7-3" 4'-3" I VENT LINE FROM FIXTURE TO ROOF.GC TO MODULE G f COMPLETE ROOF PENETRATIONS,WATERPROOF, - - - -{� - -{ - - - - �. ) AND FINISH AS REQ'D.(LOCATIONS WILL BE OVERFLOW SCUPPERS BY GC. MARKED ON ROOF BY FACTORY FOR GC TO REF.02/A2.00 FOR PRECISE LOCATION I FINISH.) LOCATIONS/PATHS TO BE DETERMINED BY \\ I FACTORY&COORDINATED W/ARCHITECT. \ w , \ w , \`\ O /'� i \`\ OJ /'� I ROOF DRAIN FOR THE DECK I 04.FACTORY TO PROVIDE INSULATED ROOF VENTS "' .' �o O OVERHANG AT FIREPLACE I AS REQ'D.LOCATIONS TO BE COORDINATED W/ ASSEMBLY.CUT THROUGH I FACTORY&ARCHITECT. ,co O 2X12 ROOF JOISTS AS REQ'D. 05.EPDM ROOFING MEMBRANE AT MODULES / \ / i OVERFLOW SCUPPERS BY GC.REF. I O SLOPE— `ORD —SLOPE SLOPE— \,C�RD —SLOPE i I INSTALLED BY FACTORY WITH ADDN'L MATERIAL(2' 02/A2.00 FOR PRECISE LOCATION / . / \ MIN) AT MODULE EDGES.GC TO LAP AND SEAL STONE MASONRY FIREPLACE, I ACROSS MODULE MATE LINES,AT FLUES,CAP,ETC.BY GC. MODULE-TO-SITE-BUILT CONNECTIONS,AT LOUNGE DECK OVERHANG BY GC \\`\ CL I PARAPETS(SEE EXT.DETAILS),AT SKYLIGHT CURBS _ �_'. ._w—. .`\—.!.—f� .—w—.—.`�_. —.—. `<. O .—.—. I (SEE WINDOW DETAILS.),ETC. MODULE B �. .-. -N /� O \\ i �� O \\ - \ `) `` '/ V)IV \\ I FULLY ADHERED 60 MIL.EPDM \ / / \ I / \ ROOFING MEMBRANE ON TAPERED SLOPE- \L 7Krr 1-SLOPE I MODULE LEGEND PED TO -I - `\�, _w_. �:- _ - - - a - =N EIRNALROOFDRAIINNMIN..11/4" - - - -- --- '• /` •` _ ' �\- I ORD ROOF DRAIN -PER FOOT,TYP.AS SHOWN °w MODULE F `\` O CL ,' \\ 07 ' i `\` /� (ALL ROOFING SCOPE ATSITE-BUILT /' ®VS VENT STACK-LOCATIONS TO BE d 0.2 `\ d ,' OVERHANG BY GC). ,' V) I `\ i� C14 COORDINATED 02 i o , F----- -------- --- o b \\ /' `\ , FACTORY TO PROVIDE ` ,' 2.1 SLOPE- ORD —SLOPE ® M-105INSULATION BREATHER \ , 02 OVERFLOW SCUPPER " I G' �` /' CONNECTION/LEADER FOR ROOF `\ a 2-WAY ROOF VENT BY \ ' ` / \ O / I ( ) SKYLIGHT CURBS SHIPPED LOOSE \ , DRAINS AT REAR DECK ROOF . J / \ FACTORY,LOCATED UNDER \ \ v) / I / \ DECKING WHEN ROOF DECK BY FACTORY.INSTALLATION& , \ I CONNECTION BY GC,TYP. O SLOPE- C�RD 205 -► ORD CONNECTION OCCURS,TYP. ` 07 II FIREPLACE FLUE BY GC. SLOPE-►CORD -SLOPE � O EPDM ROOF VENT GC TO LAP AND SEAL EPDM ,' ` 0 2 I \\\ (" ')FACTORY TO COORD.PATH CL O `\ ROOFING MEMBRANE ACROSS ,' I ` I ' f ` V) `\ MODULE MATE LINES,TYP.,SEE , w \ , w \`� APPROX.LOCATION OF PLUMBING /'� w r SITE-BUILT OVERHANG BY GC GENERAL NOTE 05. /' CL ` i a `\ VENT THRU ROOF.REFERENCE /' CL O OP\ I /' O `\ FACTORY SHOP DRAWINGS. ,' 0 `\ MODULE F V) 0.2 ``i,'/ V) ` /,' v> \\\ I MODULES A,C,D,E,J,K _m I ❑ LOW PARAPET _ _ .-- —. - REF.BUILDING SECTIONS 0 CL 2X12 PARAPET AT SIDES 'i` \` w HIGH PARAPET ) ❑ REF.BUILDING SECTIONS \\ '� O - WHERE LINEAR SLOT TO '� I \` II `\ 0 OPENINGS IN PARAPET ` \ `\ OPENINGS IN PARAPET h N /' I `\ ` J FOR SOLAR CONDUITS \ / 07 \ / - \ w ALLOW DUCTWORK TO ERV / I \ / \ / - \` ") TO BE COORDINATED FOR SOLAR CONDUITS / I / I \ / \ / \ 0.2 `\ SLOPE \\ II I ` w ,' ` w ' ` 'W/FACTORY,TYP. `\\ w O TO BE COORDINATED YYY / \ \ \ , W/FACTORY,TYP. `\ /t /' `\ T /' d ,' I \\ 4 4 /' `\ a / V$ ` ' ` d O O SLOPE-► ORD —SLOPE O J / \ J / rL-yI LOPE'` \` '� �` �' \` /� \\ + '� I \` + /' '/ �` '/ '� t -I��� ' \` \`\ � '� FS .'�ORD a \`\' SLOPE SLOPE-► \ORD -SLOPE ® \\ /' /' `\ ,'� `\ �� `. ' /' O `\ SLOPE— C)RD —SLOPE I o 07 201 I // \\ O \\ .' \\ /� — �RD —SLOPE SLOPE-► RD '' `/' `�\ -------- ` 0 0.2 O �/ \\ \ - �\ /' - -► \\ // -SLOPE O - O\RD07 O 07D�� SLOPE / / `� / / \ ` - \ O ' I ` -� 08 , / SLOPE � RD SLOPE SLOPE ) RD ' 204 / ' SLOPE ----------------- .� ® '� CL I 2.1 0.2 \ -- / f \ / / . 7 2.1 SKYLIGHT CURBS SHIPPED LOOSE BY , / w ` \ , \ \ , \ \ , , \ \ \ \ \ I / / \ • \ OJ , , / N N FACTORY.INSTALLATION& / / CL O \ / } \ / \ / SLOPE I LOPE-- \ w \ / \ \ CONNECTION BY GC,TYP.-DOUBLE ' w w \ / SLOPE,' // 'J" \\ // \` �. \\ d `� i 07 �,' IL O `\ �� O `. 2X6 WALLS,REF.SECTIONS AND 07 , , \ VS / a \ / u \ VS O `\ 0 2 , O N \\ /, ' \\ \ , DETAILS.EXHAUST BUMP-OUT 02 ' /' `. O `\ /' O N `\ ,' v SLOPE-► ORD —SLOPE -------------- I \ / FRAMED ON SITE,BY GC. SLOPE-► CORD -SLOPE / ` ,' h `\ �/ h CL MODULES B,.E - - VS �,�\� - - - ' w- 10 �. __ _ __ ___ .-.- - i� APPROX.LOCATION OF PLUMBING /' � `\ VENT THRU ROOF.REFERENCE ,' O `\ O O O O O `\ \\ 3'-6" 3'-9" FACTORY SHOP DRAWINGS. ,' % `\ ' ,'� \`� `\ d /' I ` ,'� 4'-0" MODULE J I '� n \` \` `\ SETBACK IL MODULEA I \ _ _ _ _ \ J J O -y- O �. ii- \`\ j //' �`` j /// APPROX.LOCATION OF HOOD SKYLIGHT CURBS SHIPPED LOOSE BY "' /' \` "' TRELLIS BY GC \ , / . , / VENT THRU ROOF.REFERENCE + ' \` FACTORY.INSTALLATION&CONNECTION � SOLID PARAPET AT ROOF 7OVERFLOW SCUPPERS BY GC.REF. \\ �/ `\ // FACTORY SHOP DRAWINGS. 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I RIII,III IiIIIIII-EIIiI�III IIIII FII1r .—--IPII1I I� _IlIIu I;IIIqiI IlI'IIII'" _i''IIIIA IIIIII Il II 1I—I'I—II—I'III'III I II- ---IIIII'.I,JJ II!IILIIII I''IIII.II II.I(IIIIII -III'IIIII '- II'I' iII'IIII — B8T.'.'OO." "1P (/OE4LO. L DECK _— INSTALLATION N4I k�� &C 5�O� !0N SFSSSR NTE-- --231EFy1 E.0�p.T-. u - Ii O.._ Iq N- �R BY T c'yG' l/O C �, O T� Y P . 08.CONCRETE FOOTINGS,SLABS,TURNDOWNS, RETAINING WALLS,&FOUNDATION WALLS AS PER R FOUNDATION ENGINEER.REFERENCE FOUNDATION L J PLANS. 09.HENRY BLUE SKIN HYDROGAP AND/OR ICE&CONC.FOUNDATION WALL I . I CEMENT WATER SHIELD AS REQUIRED FOR WATERPROOFING .S SPECD EXTERIOR I SIDING-G I REVIEW IN FIELD W/ARCHITECT AS REQUIRED.I I !II IIROGV D 3- 01/4 3' 04" Q3'-0 1/2"(1 1,45/8 PANEL) (PANEL)(PANEL) I'I' (PANEL) IIII31I0 ' " Q LEGEND EAST ELEVATI F MASTER BATH AND STORAGE EAST ELEVATIONTI F MASTER BEDROOM ATH T TUB DECK SIDING GROOVED 16„ 0„ 43/16 0 SPEC'D EXTERIOR CEMENT T TEXTURE SPEC'D EXTERIOR CEMENT WEST ELEVATION SIDING-FLAT TEXTURE SPEC-D BLACK INFILL PANEL CONCRETE PARGE SPEC'D STONE VENEER CLADDING Lu SPECD WOOD 0 Ol 02 DECKING O 0w wI 2.1 2.1 O OO O FINISH TAGO 0. REF.FINISH SCHEDULE FOR CODE w w - ~ZwX X W w) 4'-0" 3'-7 1/4"1EQ A) 3'-7 114'(EQ Al 3-1114"1EQ A) 3-1 114"(EQ A) 3-7 1/4"(1 A) 3-7114"(EQ A)23"IEQC) -3 EQC 3'-91/8"(EQel3'-91/8"IEQB) 3'-91/8"IEQB) i. 3-83/8" Q 3'-83/8" Q 3'-83/8" Q 3-83/8"( Q 3-83/8"( Q 4-0" Q (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL)(PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) (PANEL) ROOF STRUCTURE ATOVERFLOW SCUPPER BY GC-ALIGN W/C.L. PANEL FIREPLACE VOLUME LOUNGE DECK BY GC OF PANEL AS SHOWN 9'-6 3/4" BEYOND R 02/A2.11 FOR SPECD EXTERIOR MODULE BEYOND LINE OF BUILDING PANEL LAYOUT CEMENT SIDING-FLAT ROl/A2.13 SECTION REF.01 ill 2 SOLID PARAPET WALLS/CURBS PANELIZED& 126 1/2" PANELIZED&SHIPPED LOOSE INSTALLATION&CONNECTION BY GCT7 19-10 1/2"I SOLID PARAPET WALLS/CURBS SHIPPED LOOSE BY FACTORY,U.O.N. T.O.HIGH PARAPET — - - T.O.LOW PARAPET, — — — OFFICE BATH EXHAUST) I BYGC.,TYP. C.L.OF PANEL AS SHOWN B.O.IST R GWB CLG ----- ------ TIT!! — -—-—————-—— — 8'0„ Ilk B.O.ISTFLR.GWB CLG ELLIS BY GC BLACK INFILL PANEL,TYP.; TRELLIS BY GC 138 137BLACKINFILL PANELS,TYP. ALIGN T.O.00 OGU GEF EXT.INFILL PANEL,TYP. ARDRAIL BY C;R DETAILS RAILINGW/B.O.A 05/06/2025 ELEVATOR AMENDMENT 11/15/2024 LOCAL PERMIT 2"COPING STONEIf{� I SIDING-GROOVED SIDING-GROOVED It i h 0'-01'(EL.75)SPCEXTERIORCEMENT SPEC'D EXTERIOR CEMENT D DECKIG T.O. BFLOOR III FUTURE NANNY'S BATH EXHAUST iIt \ � A 4I WD DECKING 0 S— r I IN PHASE II-ALIGNW/C.L.OF T.O.DECKPANEL AS SHOWN — t STONE VENEER BY GC 72')SPEC'DWINDOW S SPEC-D WINDOWTRIM, -3-0 TYP.-BYGC BSMT GWB CLGTRIM,TYP. BY GC CONC.BENCH W/2"COPING STONE,BY GC I ' 0 NING 009 POOL STORAGE OR, STONE-CLAD CONIC.C. A f I RETAINING WALLS BY GC WALLS BY GC TERRACE/PAVERSBYGC POOL BY GCACCESS DO 2oso� h I I I I 11 ' "ll ' IGFI OUTLET- POWER PLA CONC.FOUNDATION WALL IFR FROST-FREE HOSE BIB' ENTING FOR POOL EII C V T HOGUE RESIDENCE" I I it QUIP TO I illBE CO RD.IN FIELD I DIGNANS ROAD, E I I 'I I TOWN F SOUTHOLD,NY 11935I I I II II II I1 I '' IIII I h I' I RESOLUTION: 4 ARCHITECTURE II II I , I I 150 WEST 28TH STREET SUITE 1902 NEWYORK NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944I I 0WEST ELEVATION F OFFICE WING 3/ 6 0 EXTERIOR ELEVATIONS R E 4 EAST ELEVATION DATE: 11/15/2024 3/16" = 1'-0" A2,01 f G I SCALE: 3/16"= V-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED.