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HomeMy WebLinkAbout48976-Z TOWN OF SOUTHOLD ° qtr BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS ANIS SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48976 Date: 3/3/2023wwwww Permission is hereby granted to: Touliatos Ter . ww��. !�!w____M..._.._.....��.__.........�....._m.�w�_... ..........._.._.._...._..w�._._........�..w.._...�.w�ww.............�.w_............._....w_�. w.._............w..___....,�.._w........._.w.ww.._......... .__�w...._.. 22-56 37th St_ .. _.... _ _.....m Astoria, NY11105 ww_...._.H .. .._...._mm.__ ..................ww� �...._._.. ...... _ . � To: Demolish sunroom and construct alterations to existing single family dwelling as applied for. At premises located at: 14755 Soundview Ave, Southold SCTM....# 47388.9.... .www�.w.._.....m.w_._.�..._.._.. ..w ._.... w.._......._ww __............... www_._.. ......... ..w_......... www w....._...._.m_w__�,. Sec/Block/Lot# 50.-3-7 Pursuant to application dated 2/17/2023_ and approved by the Building Inspector. To expire on 9/1/2024. Fees: DEMOLITION $148.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $527.60 CO-ADDITION TO DWELLING $50.00 Total: $7µ26.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT " Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lith s://'www.sotif oldtownia aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only , PERMIT NO. Building Inspector: FEB 17 2923 Applications and forms must be filled out in their entirety. Incomplete UIQ. ING DEPT applications will not be accepted. Where the Applicant is not the owner,an " 7;t VVN OFSOM7 901.1:) Owner's Authorization form(Page 2)shall be completed. Date:12/12/2022 OWNER(S)OF PROPERTY: Name: Iona Kleinhaut & Michael Schreiber SCTM# 1000- J,�, '0. ., 3_r1 Project Address:50 Hyatt Road/14755 Soundview Ave, Southold, NY 11971 Phone#:917-796-4453 Email:ionask@aol.com Mailing Address: 14755 Soundview Ave, Southold, NY 11971 CONTACT PERSON: Name:John Nastasi Mailing Address:321 Newark Street, Hoboken, NJ 07030 Phone#:201-653-2577 Email:john@nastasiarchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Nastasi Architects Mailing Address:321 Newark Street, Hoboken, NJ 07030 Phone#:201-653-2577 Email:john@nastasiarchitects.com CONTRACTOR INFORMATION: Name:Greg Ross Mailing Address:595 North Street Manorville, NY 11949 Phone#:516-322-7619 Email:gregross@rossbrosconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair L*Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Residential J Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to District 1000, Sec 50, Block 3, Lot 7 this property? ❑Yes i1No IF YES, PROVIDE A COPY. V Check Box After ReadIIIP : The owner/contractor/design professional is responsible for all drainage and storm mater issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorised inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application SubmittedBy Tint me):J o h n N astasi RilAuthorized Agent ❑Owner Signature of Applicant: .._�.,. ,. . . „_ Date: 121/�j/02- STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that.(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Architect/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 f” t StIft Of Sworn before me this Its#50 0"49 My CommissionWNou I day of _ ,2C _... .. _. PROPERTY OWNER AUTHORIZATION µ(Where the applicant is not the owner) Iona Kleinhaut residing at 4755 Soundview Avenue Southold do hereby authorize John Nastasi to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Daae kl' L2� Iona Kleinhaut Print Owner's Name 2 D er, Nancy From: Dwyer, Nancy Sent: Monday, February 27, 2023 9:35 AM To: john@nastasiarchitects.com' Subject: 50 Hyatt Road Good morning, I am reviewing the plans and application for the Kleinhaut/Schreiber alteration located in Southold and there are just a few things on the plans which need to be amended. First, while the windows are all labeled with tags, a window schedule was not included on the drawings. Also to note- windows W2, W17, W22 and W18 all must be tempered glazing as required by code; additionally,for W18,fall protection will be required. On the secon floor layout,the hall dimension shown does not meet code width as per R311.6; a minimum of 3 feet is required. Please indicate what kind of exterior landing is located outside of door D1. Provide a REScheck. " Indicate all smoke and carbon monoxide detection as per R314& 11315 If you have any questions regarding the requested info,feel free to reach out to the building department. Thank you, .Nazncy Dzvye,- Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Generated by REScheck-Web Software Compliance Certificate Project 50 Hyatt Road aka 14755 Soundview Ave. Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Hyatt Road Iona Kleinhaut John Nastasi Southold, NY 10012 50 Hyatt Road Nastasi Architects Southold, NY 10012 321 Newark Street 917-796-4453 Hoboken, New Jersey 07030 ionask@aol.com 2016532577 Annmarie@nastasiarchitects.com Slab-on-grade tradeoffs are no longer considered In'the UA or performance compliance path in REScheck. Each slab-on-grade asseirnbly in the specified clirnate zone must meet the minlrnum energy code insulation R-vallue and depth requirements, Envelope I Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling 1: Cathedral Ceiling ___ Exemption: Framing cavity filled with insulation Front Wall-Existing House: Wood Frame, 16" o.c. --_ Exemption: Framing cavity filled with insulation Front Door: Solid Door(under 50%glazing) 31 0.300 0.320 9 10 Second and First Floor-Tall Window: Metal Frame 22 0.270 0.320 6 7 SHGC: 0.29 Window 7: Metal Frame 12 0.270 0.320 3 4 SHGC: 0.29 First Floor-Window 8: Metal Frame 24 0.270 0.320 6 8 SHGC: 0.29 First Floor-Window 2: Metal Frame 24 0.270 0.320 6 8 SHGC: 0.29 First Floor-Window 3: Metal Frame 94 0.270 0.320 6 8 SHGC: 0.29 First Floor-Window 4: Metal Frame 24 0.270 0.320 6 8 SHGC: 0.29 East Wall-Existing House: Wood Frame, 16" o.c. _ Exemption: Framing cavity filled with insulation First Floor-Window 1: Metal Frame 45 0.270 0.320 12 14 SHGC: 0.29 Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 02/16/23 Data filename: Page 1 of 3 Gross Area Prop. Req. Prop. Assembly or Cavity Cont. First Floor-Window 2: Metal Frame 5 0.270 0.320 1 2 SHGC: 0.29 Second Floor-Window: Metal Frame 38 0.270 0.320 10 12 SHGC: 0.29 Rear Wall- Existing House:Wood Frame, 16"o.c. _. --- _._. Exemption: framing cavity filled with insulation Rear Door: Glass Door(over 50%glazing) 27 0.300 0.320 8 9 SHGC: 0.50 Second Floor-Window 2: Metal Frame 27 0.270 0.320 7 9 SHGC: 0.29 Second Floor-Window 1: Metal Frame 8 0.270 0.320 2 3 SHGC: 0.29 First Floor-Window 1: Metal Frame 24 0.270 0.320 6 8 SHGC: 0.29 West Wall-Existing House:Wood Frame, 16"o.c. Exemption: Framing cavity filled with insulation First Floor-Window: Metal Frame 8 0.270 0.320 2 2 SHGC: 0.29 Second Floor-Window: Metal Frame 6 0.270 0.320 2 2 SHGC: 0.29 Main Floor:All-Wood Joistfrruss _ _ „•,_ Exemption: Framing cavity not exposed. Second Floor:All-Wood Joist/Truss Exemption: Framing cavity filled with insulation Basement Slab: Slab-On-Grade(Unheated) 89 10.0 0.640 0.700 0 0 Insulation depth: 4.0' Existing Crawl Space Floor Slab: Slab-On-Grade (Unheated) 105 10.0 0.360 0.360 0 0 Insulation depth: 4.0' Basement Wall-Front: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' -- _.- -- - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall-East: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' - -- - - - - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall-Rear: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall-West: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' -- -- ... -_- --- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall-Front: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' --- -- - - — - - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall-East: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' -- - -- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 02/16/23 Data filename: Page 2 of 3 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Crawl Wall-Rear: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall-West: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' Insulation depth: 0.0' Exemption: Framing cavity not exposed. ComplianceStatement: The proposed building design described here Is consistent with the building plans,specifications, and other calculations s bmitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RE V " n : REScheck-Web and to comply with the mandatory requirements listed in the RESchec:pc Inspection Checklist. 11 7non z1 Name-Title Signature Date Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 02/16/23 Data filename: Page 3 of 3 Gene ated by REScheck-Web Software � � � �C 0 M P 1i Certificate ertficate MAR H 2 9,093 \ @_� . Project 50 Hyatt Road aka 14755 ��OUDdV|f�VVAVe. Energy Code: 2018UECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5OHyatt Road Iona Neinhaut John Nastasi Southold, mYzOUlZ 5uHyatt Road Nastasi Architects Southold, mYzOozz 32zNewark Street 917'796'4453 Hoboken, New Jersey u7Vao ionask@ao|.com 2016532577 Annmarie@nastasia,chitectszom SUab-on'gradetradeuffsare wolonger considered imthe 0Aarperformance compliance path imREScheck. Each s|ab-om-grade assembly in the specified climate zone rnust meet the rninlrnurn energy code kw,flation R--value and depth requirements. EnyelQpe Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling l: Cathedral Ceiling Exemption: Framing cavity filled with insulation Front Wall 'Existing House: Wood Frame, 15^ oz. __ __ __ --- Exemption: Framing cavity filled with insulation Front Door: Solid Door(under so96glazing) 31 0.300 0.320 * zo Second and First Floor Tall Window:� Metal Frame ZZ 0.270 0320 a 7 SHGC: 0.29 Window 7�� Metal Frame 12 0.270 0.320 a 4 SHsc: 0.29 First Floor Window Metal Frame 24 0.270 0.320 m u SHGC: 0.29 First Floor' �Window o� Metal Frame 24 0.270 0330 a a 5HGC: 0.29 First Floor'Window 3� we�n| nnme � 24 0270 0.320 s u sHsc: 0.29 First Floor Window wMetal Frame 24 0.270 O.]ZO e a SHGC: 0.29 East Wall Existing Mo Wood Frame, 16" uc. Exemption: Framing cavity filled with insulation First Floor Window 1:� Meta| prame 45 0.270 0320 12 14 , sHoC: 0.29 Project Title: 5OHyatt Road aka I4755SoundviewAve. Report date: 02/28/23 Data filename: Page 1 of 3 Gross Area Cavity Cont. Prop. Prop. Assembly or Perimeter First Floor-Window 2: Metal Frame 5 0.270 0.320 1 2 SHGC: 0.29 Second Floor-Window: Metal Frame 23 0.270 0.320 6 7 SHGC: 0.29 Rear Wall- Existing House: Wood Frame, 16" o.c. Exemption: Framing cavity filled with insulation Rear Door: Glass Door(over 50%glazing) 27 0.300 0.320 8 9 SHGC: 0.50 Second Floor-Window 2: Metal Frame 27 0.270 0.320 7 9 SHGC: 0,29 Second Floor-Window 1: Metal Frame 8 0.270 0.320 2 3 SHGC: 0.29 First Floor-Window 1: Metal Frame 24 0,270 0.320 6 8 SHGC: 0.29 West Wall- Existing House: Wood Frame, 16" o.c. Exemption: Framing cavity filled with insulation First Floor-Window: Metal Frame 8 0.270 0.320 2 2 SHGC: 0.29 Second Floor-Window: Metal Frame 6 0.270 0.320 2 2 SHGC: 0.29 Main Floor: All-Wood Joist/Truss .. ... _. Exemption: Framing cavity not exposed. Second Floor:All-Wood Joist/Truss _. ... Exemption: Framing cavity filled with insulation Basement Slab: Slab-On-Grade (Unheated) 89 10.0 0.640 0.700 0 0 Insulation depth: 4.0' Existing Crawl Space Floor Slab: Slab-On-Grade (Unheated) 105 10.0 0.360 0.360 0 0 Insulation depth: 4.0' Basement Wall - Front: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall- East: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall-Rear: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' -- -- -- - _- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Basement Wall -West: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' _- - - Insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall-Front: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall- East: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' Insulation depth: 0.0' Exemption: Framing cavity not exposed. Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 02/28/23 Data filename: Page 2 of 3 Gross Area Cavity Cont. Prop. Assembly or Perimeter Crawl Wall-Rear: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' --- --- --- --- --- --- --- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Crawl Wall-West: Solid Concrete or Masonry Wall height: 0.0' Depth below grade: 0.0' --- --- --- --- --- --- --- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. John Nastasi ,z—� 02-28-2023 Name-Title Signature Date Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 02/28/23 Data filename: Page 3 of 3 �Y0 Workers' CERTIFICATE OF INSURANCE COVERAGE ._.. srAT Compensation ` Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ROSS BROTHERS CONSTRUCTION INC 595 NORTH STREET 6317724204 MANORVILLE, , NY 11949 Work Location of Insured(only required if coverage is specifically limited to 1 c. Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 83-3678843 2.Name and Address of Entity Requesting Proof of Coverage _ 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York PO Box 1179 3b.Policy Number of Entity Listed in Box"l a" Southold, NY 11971 R09561-000 3c.Policy effective period 2/20/2019 to 1/5/2022 4. Policy provides the following benefits: Fi A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc d above. Date Signed 1/6/2021 By _ (Signature of insurance carrier's aut4tacnriz d red resentat ve or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 21 21 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PRT 2.To be completed by the NYS Workers' Compensation Board(Only if Box 4C Aor 5B of Part 1 has been checked) State of New York Workers' Compensation Boars According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed _ By _a (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 1111111�1 �� 11111111111111111111IIIIII DB 120.1 (10-17) Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box "Ila"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. b DB-120.1 (10-17)Reverse ' CERTIFICATE OF LIABILITY INSURANCE DATE(M12r�2'Y�z r�2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER TAC SPECIALIZED INSURANCE&SERVICES PHONE 9 7J� 7I� W FAx -7J - 7� t 10,tIt .Ert1,_...., .dtyq"R9t............._.M.M.M...M._...ww._...... 204 RTE. 112 E-MAILA SRU SPECIAIIZEDINwURANCECOM PATCHOGUE,NY 11772 µwMM mmmw Auto-Home-Business-cycle-etc. INSURERS AFFORDING COVERAGE NAIL q INSURERA; MARKEL INS.CO. 1301 INSURED INSURER Rw ._...wwa. ROSS BROTHERS CONSTRUCTION INC INSURERC �.w __................................ __ 595 NORTH STREET INSURER D: _......-,-...._...._._._._._.-. _.._ MANORVILLE, NY 11949 [!,,,NSURr;R NSURERS;F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID IN5R -._. -- _. CLAIMS..POIEi Y. ' LCY 6)PA D B LIMITS OF INSURANCE POLICY NUMBER . COMMERCIAL GENERAL LIABILITY Y Y MKLV1 PBC002323 2/11/2022 2/11/2023 EACH OCCURRENCE $ 1,00 +000 A1F .,.-...._. CLAIMS-MADE ®OCCURga'NF Egr $pqq _ ,„ 300,000 MED EXP An one erson)� $ 5�p0� ............. .-...-_ PERSONAL&ADV INJURY $ 1,00q,000 GEN't.AGGREGATE LIMITAPPLIES PER: 2ENERALAGGREGATE $ 2000000 POLICY aPrto JECT LOC PRODUCTS-COMPIOP AGG $ � Q OTHER: AUTOMOBILE LIABILITY D I C LIMI"T $ ANY AUTO BODILY INJURY Per person) $ w_._..... _�._ ......._ _....._. OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS - -- HIRED NON-OWNED PI'tOPEIIYtAMAGE S AUTOS ONLY AUTOS ONLY —°--° UMBRELLALIAB4L�OCCUR EACH OCNCE CURREM. $...... .. w EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED R>"TENTION ___..............-... _w $ WORKERS COMPENSATION PER H- AND EMPLOYERS'LIABILITY w�.�... ..aT .IJ.E._ °. YIN ANY PROPRIPTORIIPAWNERAXECUTNE � N 1 A E.L.EACH ACCIDENT ...... $M....,w... ._ OPFJCERJME,MK-R EXCLUI7E0 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ Ifgm daac**under E.L.DISEASE-POLICY LIMIT $ 0 SCRIELt N 01 PERA71 NS below DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) BELOW ARE LISTED AS AN ADDITIONAL INSURED FOR THE GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS WAIVER OF SUBROGATION APPLIES IN FAVOR OF THE ADDITIONAL INSUREDS. CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 833678843 ROSS BROTHERS CONSTRUCTION INC 595 NORTH STREET SEMI MANORVILLE NY 11949 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ROSS BROTHERS CONSTRUCTION INC TOWN OF SOUTHOLD 595 NORTH STREET PO BOX 1179 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12268337-9 604706 04/01/2022 TO 04/01/2023 12/12/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2268 337-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN ROSS VP GREG ROSS ROSS BROTHERS CONSTRUCTION INC TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 547465261 I I_�R ........ 1-1-11,111----—-------- .................... 5UPVfY or- Pk2OPfPTY JOSHUAR. WICKS P .L.S . SURVEYED BY:J.R% DRAWN BY!D.T.O. JOB NO.:JRW--4-� 51�IJA rr 0 ....... 50M(21T,f0V&(T,5(21JTNO��' P.O. BOX 593 Center Moriches, N.Y. 11934 5Uff(A.K COMY,NF W YOKX JoshuaRWicks@gmall.com #63 1-405-8108 �u Frolk Cmniq TOx Map No,,, 100 (60 ()00-0�,�0,()C)-O��,00-00-7,000 \AAAA\A-�L.\\ 5crBI I �'�01 5,�EHIC�CALE .......................... GUARANTEED TO; MICHAEL SCHREIBER IONA KLEINHAUT FIDELITY NATIONAL TITLE INSURANCE \A- ......................... LIGHTHOUSE ROAD S 41046'40" E 152.36' TAX LOT 6 HUI cr� L N�,� ,— A 6 CIQ 53.8'-- 4, k it! A�, C 4� . w STAR (Typ) 0 Q)(9 0 0(S) .... ...........--..................... GAIL_j `bl ---- - ki OB I GRAVEL DRIVENAY E, ............ ................... CONC. 10 2 PATIO C 2 S, 74, H H EA, 4A'"b- R. RES If STY. RN - #14 755 k--, Q) C\2 CID �11 �4- 00 q ocv) CC) Do 30' RIOIJT�01, WAy GGAvI ROAD ....... -6T A �9 0�473 4 ACRE( TAX LOY' 21 N 41046'40" W 120.59' C,)T OR -N1PKF-r 111 11-11111211-1-111 01 A1111111 11 11111 R"v"r 'E"N"'A"N"""'A""'v""",SEA 11 A 111 11 1111101 1111,ILO- 1,01 NEW 1011 11111 11111101 IA1,(2)OKUf BOUNDARY SURMY MAPS WITH IFIE SURVCPOIA�rINNHOSEH) -B SEAL ARE GEROKE YRUE AND BORRECT COPIES DF THE SUB—CRO CRIGINAI-WDRA AUD OPINION (3)CORTIVIONTINS ON T-BOUNDARY SURVEY MA SONIFY 7DAT ITIE WAII WAS PREPARED IR ACCORDANCE WY`D THE CURRENT—FING CODE OF PRADTICE FOR LAND 'D '111F.A U1111 BY TF1 NEW YORK 1A11 AINCIA11.1 S1 PAOLI HAND 1URIETS11,III THE CER"SO"TION 1,LIMITED TO"'SIN, I,Mr.""BOINIARY 1-1 MAI 11 INFRARED,TO 1111 TITLE 11,IAI TO"I OCILF11-INTAL ANIAOI All IS THE FNINXG NSTffYTIAN LISTED IN THIS BOUNDARY SURVEY MAP,(4)THE CERTIFICAR—HEREIN ARE NOT TRANSFERABLE ,�(5)THE L—Cl OF TIHSERGROUND IMPROVENEAFTS DR ENDSCAIIHMENTS ARE OFF ALWAYS KNOWN AND DFDN MUS BE FSHMANDE) IF ANY ,�NDE INDUND IMPROVEMENTS OR LNURBACHMENIS EXIST OR ARE SADMA,THE IMPROVDMENTS DR ENLRNCHM DE A NOT CSVEREB BY THIS SURVEY,�6)THE OFFSET(OR DIMENSFENS)SHOWN HEREON FROM TFE,�PRUC RES TO TIO.ERGPERTY LINES ARE FOR A SRECIR PURPOSE AND USE AND HIFRR FRR�FVARF NO ININDED TD SOME INFE ERr(TTHO Or rc,jus.RvMNHND WALIE,FooER,FADS,,P—TING AREAF,ADDIRIODS IQ BUILDINGS,AND ANY QIH�R I'O'L OF CQNDTK I(/) LpELI1 Coln, CDOmEIII,MEDv DO, AS PART OF HIS SUR,Yr(8)10A FU CA WAS PERFORMED WITH A TRIMBLE SE ROBBTIO TOTAL STAT3N.(9)THE EXISTENCE OF RIMIT OF ASN",ANS/OR EAEUMENTE OF RECORD IF ANY,HOT SIEOAM ARE I`-GUARANTEED. j So -'S'� G�SSesSoe�S 'V7( I I I I I I I I I I I I I I I I REVISION no. description date Building Department Comments 02/27/2023 APPROVED As NOT D ff DATE•3"3 a B.P. BY: NOTIFY BUILDING DEPARTMENT AT — 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2, ROUGH FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST 8E COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 1 Submission to DOB 02/17/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 .`i::'a:°';v 1 R'a s br' 'n` 'F.a• ' ' F s xc e'�' •k•, 'tim{"is.;'nNm;i :,+�<.�, W �.�� .� �` M.,x. � w�,�,�"� �:��• �� . � „ �. �.N .�� Block: 03 s � � r Lot. 07 aX. ' { �,�,', s ''�Mfi3' s '-''*,a,�-'�,,, � ...�'.`:� 'ate:• •� .. ��'�.°.� fK�s H.; !': �i � +F.a.«. "Y.�y /" 'k n a s t a s i M qz �'.� g3F i i ' uM wd" r r' l w ' `' � � ssl `��' architects g 1 x 3 /R- .' .� s36` �''� Xt "�A' �; ;� :yY ,' � rbc \` `� •�, ,� LL . ',04'. >: ak, F "O ? x j a w. .:vr. z s'3:... ya.'< SDs "0ww sc ,� .... , . .. . .. a :..:3... ...::.z::. .. .. ... . .:5x ..... .. .. .:. �. �. �.....�:... ..... ... '' 321 new #. . . .. . .._. . ..........«. a::... M::;:::m ... 'yl�y: :;::;.:...: ark street hoboken n 0703 #.. ...:: ... , 2.1.111- :.. .au .. �..^.� .._ ...... ., ... . :�.:.:. .: <.. . .:: "3g,�uc:...�.:'.: k,.! >{°�i.;� " �.. ...?�€'... • 201-653-2577 f' 201-652-2577 www.nastaslarchltects.com NJ license: All 1550 NY license: 021574 50 Hyatt Road Cover Page MAR 0 2 2023 �..� date: December, 6, 2022 scale: ...as shown drawn by: kc checked by: ag phase: _. cd T1 00100 s: REVISION , : : ION . . :.' . description no. i tion p date + A . `> . ... .. ,. ,, ;. ,` R .;,, yam, "�•, Building Comments 02/202 3 :4 o' , m , : r , 14755 Soundview:. . , iew Avenue k` , k� ; ...,, ,.. .. .. ;, r./ °� " ,. �715 'b`♦' �'<°3 GG i, R >�' F F : , : G , : ; - .'x �i , , , �Z fi , eirii 21R a i. _ y , , , 1 C/ . J=a t k b : e i F V� o� 3 f , Y _ 1 , , V Y % 0 , i Y :) v , q� n : , , , , < , + m� < > V R+ a 4 uF� 1 Submission �e - to DOB 217 202 3 V 7 mob.' ( k : xft" a + z .. f n0. t0 whom sue om issued, : date : E' r r + r , i +. .. :: ISSUE Y I 1 ''y : : : u r_ : R I, + vrg+, ' � �'` `" `� ''' "Sze OWNER(S) .. , + «:. + . . : � a• ' Iona Kleinhaut&Michael Schreiber , >.. .. . ,..... �:. 755 Soundview Ave. 50 Hyatt R :. y Road AKA 14 Southold, NY 11971 Site Aerial Ma Scale 1/128" = 1'.0" Zoning Map(Township of Southold Section 2 of 4) Scale 11, = 1,000' Zoning Table & Metrics Project Data Sheet List Block Number: 3 lt hit Arcecura BULK SCHEDULE FOR RESIDENTIAL DISTRICTS Lot Number: 7 — Count Tax Ma #: 1000-050.00-03.00-007.000T100.00 Y p Title Sheet § 280. Attachment 3 G001.00 Project Data, Zoning Map, Zoning Table, Drawing List Town of Southold Zoning District: R-40 G101.00 Existing Site Survey Bulk Schedule for Residential Districts D101.00 Clean-out Notes & Basement Existing/Demolition Plan Construction Class: 5B D102.00 First Floor&Second Floor Existing/Demolition Plan inimum requirements for 1-family detached dwellings A110.00 Proposed First& Second Floor Plan Use Group: R-5 A201.00 Proposed Front &West Elevation REQUIRED / PERMITTED EXISTING (Nonconforming) PROPOSED (Nonconforming) 2P o ast Elevation Kleinhaut & Schreiber Lot Size (square feet) 40 000 29,473.40 A601.00 Window Schedule Residence ' 29,473.40 lu i g , Domestic Water Riser Code Data n 50 Hyatt Road aka 14755 Soundview Ave. .. . Lot Width (feet) ' 150 120.59' . 120.59' _ - ode of NY /2020 2018 u 11971 Residential Code of NYS/ Wall Legends Lot Depth (feet) 175 _ .. ...,.. .. Fire C S Southold,I old, NY , 215.96' 215.96' - Plumbing Code of NYS/2020 Symbol Description Mechanical Code of NYS/2020 ———— 280-124 Nonconforming lots (20,000sf to 39,999sf) Fuel Gas code of NYS/2020 Existing Walls to be Removed Primary Front Yard (feet) 40 51.8' 518' - Energy Conservation Code of NYS/2020 ,,. Block: 03 National Electrical Code of NYS/2017 (NFPA 70) Existing Walls to Remain Lot: 07 Secondary Front Yard (feet) 25 1 7' National Fire Alarm & Signaling ode of NY /2016 ( FPA 7 ) n a S t ' C S N 2 ' " "' " 21.7' New Wall Construction a S architects Side Yard (feet) 15 48.87' 48.87' Pro'ect Scopa Masonry Wall p Renovation to Existing Two-Story Dwelling _ _ Fire Rated Wall Construction Aid Rear Yards (feet) 50 102.35' 102.35' Removal of two Existing One-Story Sheds .N"� y�° Maximum Permitted Dimensions: Ti. Definitions 6.89% ° Lot Coverage (percent) 20.00% - Cast Iron 5.50/° a�s7a ,gyp Max., Allowable Coverage: 5894.68 2,030 - t o xis rng ETR Existing t Remain Existing Coverage. Proposed Coverage: EY,G - Existing Building Coverage 1 380 Building Coverage N. - New n01-6 street o o e 321 k t et h b k n ni 07030 .. ......... ....... ,17 t: 201 653 2577 f: 201-652-2577 Outdoor Sheds 205 Outdoor Sheds - Treated stasiarc m Pressure T wv=nry na architects.0 — Concrete Patio + Walks license: 445 Concrete Patio + Walks 445 Relocate is All 1550 TBD - To Be Determined NY license: 021574 TYP - Typical Total Lot Coverage: 2,030 Total Lot Coverage: : 1,622 VI= - Verify in Field Project Data, Zoning Ma . ... g p Building Height (feet) 35 +23.1' ± 23.1' Zoning Tabs Drawing List Mean Height Between Eave& Ridges Table, n Mean Height Between Eave& Ridge Number of Stories 2 1/2 2 2 §280-247 Maximum Gross floor Area .lots U to ... 30 OOOsf :4 297 .. .. ....... h ) , 1,785 1,619 date: December, 022 Allowable Gross Floor Area 3,350 ....... ...... .. ..... .. . scale. ..as shown ° Additional GFA of the Lot Area in Excess of 20,000 947 by: drawn . ........ kc d bk checked Ground.Floor 1,090 924 cv: -. ag Second Floor 695. ...... ... 69 phase: _. cd 5 REVISION no. description date Building Department Comments 02/27/2023 ,5UPPPOSHUA WICKS . L. STY 1 Submission to DOB 02/17/2023 SURVEYED BY:1.R.W. DRAWN BY:D.T.O. JOB NO.:JRW22-040 5i1 �1 no, : to whom issued date P.O. BOX 593 "OU1ll0t.11" ro[V�OF 562ur-O.G Center Moriches, N.Y. 11934 5IFFOLKCObNry; I I REVISION no. description date General Demolition Specifications Building Department Comments 02/27/2023 A. GENERAL REQUIREMENTS -WORK IN THIS SECTION INCLUDES: B. EXECUTION -GENERAL: • ALL WORK SHOWN ON THE CONSTRUCTION DOCUMENTS. 16. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,AND SERVICES FOR A COMPLETE• ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF DEMOLITION AND REMOVAL FROM THE BUILDING AS INDICATED IN THE DRAWINGS. OWING: THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO,THE FOLLOWING: WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, BUT NOT LIMITED TO: ALL EXISTING SERVICES FOR THE DURATION OF THE WORK. I.E. ELECTRICAL, FIRE • REMOVAL OF ALL INDICATED PARTITIONS, SOFFITS, PLASTER LL LATHE, CEILINGS, -THE REMOVAL AND DISPOSAL OF DEBRIS. ALARM SYSTEM,SECURITY SYSTEM, PLUMBING, ETC. GYPSUM WALLBOARD, RAISED PLATFORMS&STEPS. -THE PROTECTION OF THE EXISTING APARTMENT, NEIGHBORING DWELLINGS AND INI • REMOVAL OF ALL FINISHED FLOORS AS INDICATED TO STRUCTURAL SUB FLOOR. APARTMENTS AND THE EXISTING BUILDING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE PASSENGER • REMOVAL OF ALL PLASTER AND LATHE FROM PERIMETER WALLS. - THE PROTECTION IN ELEVATOR AND PREMISES FOR THE DURATION OF THE WORK. THE EXISTING CURBS AND SIDEWALKS. • REMOVAL OF ALL ELECTRICAL WORK INCLUDING, BUT NOT LIMITED TO, CONDUITS, TEMPORARY,AND IN SOME CASES REMOVABLE, PANELS. 7. CONTRACTOR TO COORDINATE BUILDING'S HOURS OF OPERATION FOR ELEVATOR, JUNCTION BOXES, BX CABLING, LOW VOLTAGE WIRING, FIXTURES, ETC • ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE A3CHITECT. SERVICES, ETC.WITH OWNER AND BUILDING OFFICE PRIOR TO THE COMMENCEMENT • REMOVAL OF ALL PLUMBING WASTE LINES, SUPPLY LINES AND FIXTURES AS INDICATED • ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NYC BUILDING „ OF ANY WORK. IN DRAWINGS. CAP OFF AT EXISTING RISERS. RISERS TO REMAIN. CODE (MOST RECENT EDITION), LOCAL LAWS, CODES, REGULATIONS AND • SPRINKLER SYSTEM IS TO REMAIN ACTIVE. MODIFY THE NUMBER OF SPRINKLER HEADS REQUIREMENTS OF ALL AGENCIES AND ENTITIES HAVING JURISDICTION. 8. ALL ARRANGEMENTS FOR CONSTRUCTION PERSONNEL ENTERING THE BUILDING AS INDICATED ON EACH FLOOR. 1. QUALITY ASSURANCE DURING WORKING HOURS, MATERIALS DELIVERY, DEBRIS REMOVAL, MATERIAL 17• PATCHING: CONTRACTOR SHALL PATCH AND SMOOTH AND MAKE FLUSH WHERE • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PORTIONS OF RETURNED TO BUILDING, ETC.SHALL BE MADE WITH PROPERTY MANAGER. EXISTING PARTITIONS, DOORS,WALLS,AND FLOORS HAVE BEEN REMOVED, THE BUILDING, PROPERTY,AND ADJACENT PROPERTIES NOT INVOLVED IN THE SCOPE OF WORK. 9. THE DEMOLITION OPERATIONS SHALL AT ALL TIMES BE CARRIED ON IN SUCH A MANNER DAMAGED, OR WHERE ELEMENTS HAVE BEEN REMOVED FROM WALLS OR SO AS TO PREVENT DAMAGE OR DUSTING TO ADJOINING FLOORS. MAINTAIN PREMISES FLOORS,SURFACES SHALL BE READIED TO RECEIVE FINAL FINISHES. • THE CONTRACTOR SHALL DEMOLISH AND REMOVE IN A PRECISE MANNER AS PER THE CONSTRUCTION DOCUMENTS. OBSERVE DIMENSIONS WHERE NOTED. VERIFYALL AND PUBLIC PROPERTIES FREE FROM ACCUMULATION OF WASTE, DEBIRS,AND 18. SALVAGE: BEFORE COMMENCING ANY DEMOLITION WORK,THE CONTRACTOR RUBBISH CAUSED BY OPERATIONS. AT COMPLETION OF WORK, LEAVE PREMISES AND ... . " DIMENSIONS IN THE FIELD. PUBLIC PROPERTIES BROOM CLEAN ON A DAILY BASIS. SHALL CONTACT THE OWNER TO ASSURE HIMSELF OF HIS INTENT REGARDING THE • ADEQUATE PROTECTION SHALL BE EMPLOYED TO ALL EXISTING FIXTURES, FITTINGS SALVAGE, REUSE,AND FINAL DISPOSTION OF ANY EXISTING ITEMS OF EQUIPMENT OR CEILINGS,JAMBS,SIL AND FURNISHINGS REMAIN ON SITE.THIS INCLUDES DOORS,WINDOWS, FLOORS, 10. DEMOLITION OF ANY WORK OF A NOISE MAKING NATURE SHALL BE DONE AS REQUIRED MATERIAL NOT USED IN THIS PROJECT,SUCH AS, BUT NOT LIMITED TO THE FOLLOWING: LLS AND CASINGS, ETC. BY BUILDING POLICIES AND ANY PREMIUM TIME, IF REQUIRED FOR THIS,SHALL BE • DOORS AND DOOR FRAMES • PROTECT WITH HEAVY DUTY WEBBED OR THREADED FABRIC/BUILDING PAPER, • LIGHT FIXTURES MASONITE, PLYWOOD OR OTHER DURABLE PROTECTIVE MATERIALS. PROVIDE INCLUDED IN THE DESCRIPTION OF WORK. • HISTORIC FABRIC DUST-SEALS WHERE NECESSARY. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF RUBBISH FROM AREA OF • HARDWARE • STORE FIXTURES 2. SPECIAL PRECAUTION WORK AND THE LEGAL DISPOSAL OF ALL REMOVED AND DEMOLISHED MATERIALS. STONE • THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTION DURING CONSTRUCTION TO 12. WHEN DEMOLITION IS TO TAKE PLACE IN THE AREA OF THE BUILDING WHERE FIRE TELEPHONE AND ELECTRICAL FLOOR OUTLETS MAINTAIN THE STRUCTURAL INTEGRITY OF THE BUILDING AND ADJACENT BUILDINGS SAFETY EQUIPMENTSUCH AS ALARMS,SPEAKERS,SMOKE DETECTORS, FLOOR • MECHANICAL AND ELECTRICAL EQUIPMENT 1 Submission to DOB 02/17/2023 DURING THE CONSTRUCTION. WARDEN STATION, ETC.ARE LOCATED, BUILDING MANGER SHAL BE NOTIFIED (5) no. to whom issued date - 3. PARTIAL REMOVAL WORKING DAYS PRIOR TO START OF DEMOLITION SO EQUIPMENT MAY BE REMOVED 19, EXISTING FINISHES TO REMAIN SHALL BE PROTECTED AND/OR REFINISHED ASINDICATED IN THE DRAWINGS. ISSUE • ITEMS OF SALVAGEABLE VALUE OR ITEMS DEEMED FOR REUSE SHALL BE STORED IN A AND/OR PROTECTED. A FULLY WORKING FIRE ALARM SYSTEM IS TO BE MAINTAINED SAFE MANNER IN THE EXISTING BUILDING.ALL ITEMS SHALL BE DOCUMENTED TO OPERATIONAL AT THE END OF EACH WORKING DAY. 20. ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN THE FLOOR, ALLOW FOR REUSE. 13. REMOVE ANY PIPES, CONDUITS, METAL,ANCHORS AND ANY ITEMS PROJECTING FROM THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL FLOOR WITH EXISTING SLAB 4. TRAFFIC EXISTING FINISH LINE OF FLOORS,WALLS, CEILINGS,COLUMNS SCHEDULED TO REMAIN. AND/OR SURFACE PRIOR TO RECEIVING NEW FLOOR FINISHES. • CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO ENSURE UNLESS OTHERWISE NOTED. 21. ANY PROJECTION OF SURFACE MOUNTED ITEMS BEING ABANDONED SHALL BE OWNER(S) MINIMUM INTERFERENCE WITH OFFICES,STREET,WALKS,AND OTHER ADJACENT, OCCUPIED OR USED FACILITIES. SECURE ALL NECESSARY PERMITS. 14. CONTRACTOR TO REMOVE ALL SURFACE MOUNTED SWITCHES AND OUTLETS AND REMOVED AND CAPPED CONCEALED BEHIND FINISHED SURFACES UNLESS Iona Kleinhaut&Michael SchreiberOTHERWISE NOTED. 50 Hyatt Road AKA 14755 Soundview Ave. ASSOCIATED WIRING FROM ALL COLUMNS AND WALLS. BLANK COVER PLATES ARE NOT ACCEPTABLE. Southold, NY 11971 22. ALL EXISTING EXPOSED WALLS TO BE LEFT INA CLEAN,SMOOTH CONDITION TO 15. UPON COMPLETION OF DEMOLITION, THE CONDITION OF THE EXISTING BUILDING RECEIVE PAINT,WALL COVERINGS, ETC.AS INDICATED IN THE DRAWINGS. RISERS MUST BE INSPECTED BY THE BUILDING. THE CONTRACTOR WILL BE 23. CLEAN UP: RESPONSIBLE FOR NOTIFYING THE RESIDENT MANAGER FOR THIS INSPECTION AND ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP DEMOLITION "DUST'FROM OBTAINING THEIR WRTITTEN SIGN OFF INDICATING THAT THE RISERS TO NOT REQUIRE REPAIR AND SCHEDULED WORK MAY PROCEED PENETRATING INTO THE REMAINDER OF THE EXISTING BUILDING AND ADJACENT PROPERTIES AND SPACES. • DEMOLITION WILL BE MANAGED TO COINCIDE WITH THE AMOUNT OF DEBRIS THAT CAN PROPERLY BE REMOVED ON THAT DAY.ALL DEBRIS WILL BE PROPERLY SEALED IN BAGS OR CONTAINERS THAT WILL NOT PERMIT DUST TO LEAVE THE VESTIBULE OR ENTER THE PUBLIC HALLS. NEGATIVE AIR PRESSURE MACHINES WILL BE UTILIZED PER MANUFACTURER'S GUIDELINES WHERE REQUIRED BY MANAGEMENT,SPECIFICATIONS FOR WHICH WILL BE SUBMITTED PROIR TO IMPLEMENTATION.ANY DEBRIS ENCOUNTERED WITHIN WALLS IS TO BE REMOVED BY THE CONTRACTOR EVEN IF THE DEBRIS IS NOT A RESULT OF CURRENT WORK AS THE DEBRIS MAY OBSTRUCT THE INSPECTION OF FIRESTOPPING AMONG OTHER HAZARDS • THE INTERIOR AND EXTERIOR (IF REQUIRED)OF THE SITE SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY. Clean-Out Notes • THERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD. THE CONDITION 1. Existing Refrigerator to be Salvaged and Stored for Future Relocation OF THE SITE SHALL BE MAINTAINED IN AN ORDERLY MANNER. 2. First Floor Existing Oak Flooring to be Painted 24. SECURITY: • EXISTING BUILDING SHALL BE SECURELY ENCLOSED AND LOCKED, BY LAST 3. Second Floor Proposed Collar Ties to be Installed prior to the Removal of the Existing Roof Joists CONTRACTOR TO LEAVE THE JOBSITE,AT THE END OF EACH WORK DAY. Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave. ...... .:. :. ..... Southold, NY 11971 sic r Block: 03 Lot: 07 ;3 nastasi '' architects ....... ..fit .,...: .. � ........ : �' ..:.',,.,/:,r':,::':.:F,.. ..::h. � :'..;;.:: .'#l'+':'rn•. f; do ;. NU Existing 9 Basement s � Stairs and Access f s Hatch to Remain 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com g: A: Aii NJ license. All NY license: 021574 Clean Out Notes, Basement Existing & Demo Plan �' . Ill, A01, . .. .. } +..:i +.'. . . . . . date: December, 6,2022 scale: as shown drawn by: kc checked by: ag phase: .. cd Note: Existing Basement to Remain P1 Basement Existing Plan D1 01 00 ■ REVISION no. description date 0 Building Department Comments 02/27/2023 • L Remove Existing Flooring. See Proposed Floor Plans for Finish. I I I IIIII 111111 I I \\ i V \\ // IF Remove All Fixtures and Cap All ( —_ Plumbing.All Flooring and Wall '` I J � -,- - Finishes to be Removed. t ————————— I :rN, _ fT� 1 Submission to DOB 02/17/2023 1 no. to whom issued date ��--= O JJ `' --- ISSUE IPI ---- 11 I I I I I I `.i 1 1 DN II I I ,R@7,fr 11 111111 I I I I I I I I I I I I ( r— C,� OWNER(S) d'. I I I I Iona Kleinhaut&Michael Schreiber XX 50 Hyatt Road AKA 14755 Soundview Ave. I I I I Southold, NY 11971 El — — — n Existing Stair tc Remain Existing Windows to be Removed and Replaced with new Windows.See Proposed Floor Plans for Locations and Sizes P3 Secod Floor Existing Plan 1/4"=1'-011 Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave. :::.::.,:..::,.::.:;.: ... Southold, NY 11971 s.:. i:. "' 11111 Block: 03 Existing Oak 1 Flooring 11 Lot: 07 to Remain, (11111 n a s t a s i Patch and Repair as Re 'd 11111 Demolish Sunroom q Remove all Fixtures,Appliances, Cabinetry& Painted to Finish Cap all Plumbing. Addition a r c h i t e c t s ,c� Existing Ref.To be OSalvaged 1— r ,-- ———!—--L——— 1 1 111 `ra� i'��` To Existing asemen B \ Stairs and Access t L L 111 J - Hatch to Remain �— -----� It ---LJ 111 �'j• I I I I11ll111 q ?r57a y�7 1 Y1 ————————— Existing Windows and Door to be Removed and Replaced with new Windows.See llTTttll 321 newark street hoboken,n 07030 Proposed Floor Plans for Locations and 1111 1 III t: 201-653-2577 f: 201-652-2577 Sizes _ Ill1 www.nastaslarchltects.com i!8 'l I ° Oak NJ license: All 1550 Existing Demolish Existing Hearth—� ►i1 —— — =_ _ J NY license: 021574 >'> Flooring and Associated Elements to Remain, Patch and Repair I II as Req'd First and Second Floor Painted to Finis I L= : L— Existing & Demo Plan CUP ' I 7R r,,7 12• I el� — I I I I I I ——— date: December, 6, 2022 Existing Stair to Remain Existing Front Door to Remain scale: as shown Existing Windows to be Removed and drawn b Replaced with new Windows.See Proposed y' kc Floor Plans for Locations and Sizes checked by: ag phase:.. cd P2 First Floor Existing/Demo Plan 02000 I I I I I I I I I I I I I I I I 12'-5" 3'-11 1/4" REVISION 13-6 1/4" 9'-2ino. description date E1 W21 1 20 21 Building Department Comments 02/27/2023 Egress 2 ' El Ensuite , i / \ "zt 204 Tile Ffopr Bedroom — 02 — r EO '14 x 201 — - --- Cv Enginee ed D3 N Wood Floor r I I ( I i ' it I O sD I II .. .. ... ... . . . .... . . .. .... ....,. rr.:: i 1 I Ex D2' D3 I ) l t F co N - Ex I .a 8' 0.. , sD i ! _ Bedroom . i 2 I _ . ... I it Er,suit� r O - T -�--- ,- - 2fl2 i dSD : ile Flo r- Engineered F I E2Wood Floor D2 I a. I Ili i, 1 1_i J l ! �_j -) i N <A 2 E2 1 Submission to DOB 02/17/2023 4. k 1i' I no. to whom issued date h 2 3 1 1.: _I L ; ISSUE r l i o ,y 2 RI ge Lin :'<: v.!" j N EX I I I I ;'' O I I t I. 1 (. .I OWNER(S) Iona Kleinhaut&Michael Schreiber " I 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 ' i I Egress W2 Existing DOOR TYPE SCHEDULE talr_ ! 11'-311 -_'I i 11'-51/2" :10 , I 2' 6 1/2" 1 '-8".. 1'-1111 24 5 112 24'-3 1/4" i - D1 E� Ago P2 Proposed Second Floor Plan Description: Rear Door 1411-1'-0" Count: 1 Size: 4111 x 96" f D2 E1 Kleinhaut & Schreiber 20 ' Residence Description: Typ. Second Floor 24' 71/2" 11 I Bedroom/Bathroom 50 Hyatt Road aka 14755 Soundview Ave. Count: 4 11'-3" 12'-1" Vie Size: 30" x 96" Southold, NY 11971 . . :... , , .� ,Mk:,�''::.: :'til '>:�e:`, � ./4 '�:)k� :3: l � � Sf" :'rl:'l �l: �k, '< k:: ;� � ' 1 r; Ex Ex Existing Rear Concrete Porch to W9 o Remain Block: 03 D ., Existing N to Bedroom/Den 4 6; 6,11 1/2" 11 51'%2 Lot: 07 103 rl a S t a S vy 22 11 l EX Painted Finish EX ' Oak Floor D1 WS ' architects Description: Closet Door Count: 2 r Size: 36" x 96" L :I Relocate Existing Fridge ao F X r r TT T X SD I I I Kitchenette t Z' ko� .� Ex DNS t WALL TYPE SCHEDULE EX Existing Basement LLL 1 1 1 J J Painted Finish 1', �'• �i V. „ N O Stairs and Access Hatch t R Oak Floor f u �i o Remain :. o t T Existing WD Stud Wall R 20 00 C\j "' O Ex Existing Bathroom Existing Fur-out 2x4 Wall to Match Existing &New 2x6 Walls as Req'd F; Bathroom EX to Remain : cel 321 newark street hoboken,nj 07030 1 Layer of 112"Sheetrock Gypsum Panel T Existing SD - ri::; R-20 Batt Insulation Finishes co _ _ t. 7 E2 www. stasiar c s,conn I e ine ' 201 653 2577 f' 201 652 257 CD � na chite t 3 N E2 Existing 2x6 Wood Studs Ex N license-. 3/4" Exterior Grade Plywood Sheathing -0 Ex A 2 0 J cense: All 1550 o I W7 NY license: 021574 Weather Barrier 1 Living Room Existing Vinyl Siding EX 101 w: Painted Finish Plumbin ile Wall Ex. EX Oak Floor Proposed First & Second Typicalg/T77 k Floor Plan 1 Layer of 112 Sheetrock Gypsum Panel I I I I I a Type Schedule / 2x6 Wood Stud cr 16"o.c., typ. C UP SD Door Type Schedule J "'n' I �Rra7t2' I CD Sound Attenuation Batts Ex , Ex 1/2"Cemanticious Backer Board & x: ..;: .:.::: :: Waterproofing ::. :, .:::.. ,..: .... .... a : ..... .. ,. ...:. t . ........ ,... : ... ..... .... .. ... ... date: December, 6,2022 Tile Finish,Selected by Owner W2 Existing tair W3 W4 W5 W6 scale: as shown Typical Interior Wood Stud Wall 2'-2112" 9'-1 1/2" 9'-61/2" T-1" 6'-11 1/2" 6'-11 1/2" 4'-811 drawn by: kc 3 48'-0 112" ol 10 checked by: ag phase: cd IN 1 Layer of 112"Sheetrock Gypsum Panel 1 2x4 Wood Stud @16"o.c.,typ. Existing Front Sound Attenuation Batts Porch to Remain „ A2o P1 Proposed First Floor Plan 1 Layer of 112 Sheetrock Gypsum PanelAl 1/4"=V-10" 10000 I I I I I I I I I I I I I I I I REVISION no. : description date 0 Building Department Comments 02/27/2023 ti- �43m � n co m MEAN HEIGHT % EL. +23.08' — — Existing N Asphalt Roof r T N U/S OF 2ND FLOOR CEILING Existing_ �o g Gutter EL. +18.83' Existing Rainwater Leader OD vinyl Siding 18 \ m Patch and Repace for fO E New Windows C° Existing Asphalt Roof c` 1 Submission to DOB 02/17/2023 W2 0 731- 11 5Existing Gutter 2ND FLOOR F.F. no. : to whom issued date o EL. +10.83' ISSUE U/S OF 1 ST FLOOR CEILING N Existing Rainwater Leader / \ EL. +9.83' o \ ®/ T OWNER(S) 2-5 r W3 `' W4 r W5 W6 N Iona Kleinhaut&Michael Schreiber CO 50 Hyatt Road AKA 14755 Soundview Ave. ` New Casement Windows Southold, NY 11971 1 ST FLOOR F.F. _ _ 3'-5" 3'-5" 3'-5" 3'-5" EL. +1.92" \ GARAGE F.F. _ N EL. +0.17" — — GRADE EL. +0.00' Front Entrance E1 Proposed Front Elevation 1/4"=V-0'' Kleinhaut & Schreiber Residence 50 Hyatt Road :Iaka 14755 Soundview Ave. Southold, NY 11971 Block: 03 Lot: 07 12" n a s t a s i ± 7" F_ � Existing Asphalt Roof architect s Existing Roof _ MEAN HEIGHT Slope — — EL. +23.08' co - 3'-6" �o C9 .rp U/S OF 2ND FLOOR CEILING - EL. +18.83' / 12" / o - F_ Vinyl Siding co Existing Roof Patch and Repace for 321 newark street hoboken,nj 07030 f Slope New Windows t: 201-653-2577 f: 201-652-2577 ui www.nastasiarchitects.com NJ license: All 1550 N 2ND FLOOR F.F. NY license: 021574 � _ _ o EL. +10.83' U/S OF 1ST FLOOR CEILING T EL. +9.83' Cl) p Proposed Front & West W8\ r � \ T Elevations r r Vinyl Siding ~ o Patch and Repace for New Windows date: ... December, 6,2022 1ST FLOOR F.F. scale: ... ...as shown EL. +1.92" — — drawn by: kc GARAGE F.F. _ EL. +0.17" — — checked by: ag GRADE phase: cd EL. +0.00' E2 Proposed West Elevation 1/411=11-011 ■ 00 REVISION no. description date 0 . Building Department Comments 02/27/2023 Existing Asphalt _ MEAN HEIGHT Roof EL. +23.08' — — 00 Existing Gutter U/S OF 2ND FLOOR CEILING EL. +18.83' — — Existing Rain Leader W21 o Existing Asphalt , Roof N 6'-2" � 1'-10 3/4" 1 Submission to DOB 02/17/2023 N � 2ND FLOOR F.F. no. to whom issued date o Y EL. +10.83' Existing Gutter N ISSUE — o U/S OF 1ST FLOOR CEILING Existing Rain Vinyl Siding EL. +9.83' Leader Patch and Repace for \ New Windows Vinyl Siding W8 OWNER(S) co rn Patch and Repace for T r a� New Windows D2 Iona Kleinlaut&Michael Schreiber co , f 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 New Casement , Windows 1ST FLOOR F.F. ti EL +1.92" 3'-5" T GARAGE F.F. _ _ T:N EL. +0.17" — — GRADE EL. +0.00' Rear Entrance E3 Proposed Rear Elevation 1/411 /41I-1 I-01' Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 Block: 03 Lot: 07 12" n a s t a s i ± 711 F_ Existing Roof arc h i t e c t s MEAN HEIGHT Slope EL. +23.08' — — �o - Tt L9 Existing Asphalt 1 � Roof U/S OF 2ND FLOOR CEILING — — EL. +18.83' 2r57a C) , N � Existing Gutter Existing Rain . C? 2'S 3/4" Leader �r 321 newark street hoboken,nj 07030 N f t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com NJ license: All 1550 N 2ND FLOOR F.F. _ _ Vinyl Siding NY license: 021574 C) EL. +10.83' o Patch and Repace for o New Windows U/S OF 1ST FLOOR CEILING _ Y EL. +9.83' N Proposed Rear & East Elevations Y., date: December, 6,2022 1ST FLOOR F.F. _ scale: ass own EL. +1.92" drawn by: kc GARAGE F.F. EL. +0.17" — — checked by: ag j� GRADE phase: cd EL. +0.00' E4 Proposed East Elevation 1/4 —1'-0.. A202100 REVISION no. description date Building Department Comments 02/27/2023 3' 6" 1 Submission to DOB 02/17/2023 no. to whom issued date ISSUE .. .. ... ... ... . OWNER(S) 2'-5 3/4" Iona Kleinhaut&Michael Schreiber 1'-10 3/4" 6'2" 50 Hyatt Road AKA 14755 Soundview Ave. M I Southold, NY 11971 9 3'-511 0 T N M M ti C? CV CV r r O O - r r O N CV Second Floor Kleinhaut & Schreiber W18 W19 20 W21 2 Residence 2-5" Window Opening Control Tempered Glass Required 50 Hyatt Road Device Installed to meet aka 14755 Soundview Ave. Fall Protection Standards As per R312.2 Southold, NY 11971 % Tempered Glass Required Block: 03 Lot: 07 n a s t a s i architects r Se cond Floor r 35 35 35 35 io, 65 35 25 21 N r }� / C7 321 newark street hoboken,nt 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com m NJ license: All 1550 T T r T T T T TNY license: 021574 Window Schedule 4 0 First Floor - T T T date:, ._ .December, 6,2022 scale: .. as shown drawn by: kc W2 W3 W4 W5 W6 W7 W8 W9 1 checked by: ag O O 0 Tempered Glass Required Tempered Glass Required phase: .. cd Window Schedule 1/2'=V-0" A601 , 00 REVISION no. description date 4^Vent4°vent 0 Building Department Comments 02/27/2023 Thor Roof Thru Root JIL Roof J11L I I ` I ' I I II I I I I I I I I I II it I I 11T I I I I I I T'Vent II I I I hru Root _. III I I Roof JL_ I I I III I I I I I I I III I II gl I I III � I I I III g I I I C) I I 2" . . _ � I � 2 I m II � I 4„ III 4" Second Floor 2" III I I I I h2j 2 III 2 II I I z 1 Submission to DOB 02/17/2023 III U) no. : to whom issued date I I I Y ISSUE I � m I 2" 2° � c � First Floor Li 2" z° OWNER(S) Iona Kleinhaut&Michael Schreiber CO 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 Cellar C.0. Cellar To Cesspool MP1 Plumbing Riser Diagram No Scale Note: 4" MINIMUM DEEP SEAL TRAP FOR ALL FLOOR DRAINS Kleinhaut & Schreiber Roof Residence 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 Block: 03 Lot: 07 n Roof a s t a s i architects ,, 3/4" 3/4" ,/2" 1;2" 1 2" 1'2" 112'11/2'1/21112'13/14314 " rh TUB LAV. WC LAV WC SHOWER Second Floor Y � � East Yard V, R BIB 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 www,nastasi architects,com z" ,/2° 1/2" 1/2° 3,4' 3/4° 1/2" 1/2° NJ license: All 1550 LAV. WC TUB! SHOWER K SINK NY license: 021574 1rz^ First Floor Plumbing Riser Diagram WATER HEATER 1"DOMESTIC WATER SERVICE Cellar 44 To Well Grohe LJ Sense Guard ate: „December, 6,2022 wa1 scale: . as shown drawn by: . . . . kc Cellar checked by: ag phase:. . cd MP2 Domestic Water Riser Diagram No Scale i 5 REVISION To no. description date MEHM ERR APPROVED AS NOTED DATE: 1 I0•,,2 B.P.# FE14 ZIE6- BY NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 1 Submission to DOB 12/07/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 i r `i Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 Block; 03 Lot; 07 n a s t a s i architects A w • '�$` ,;# ;✓ �.x gx im..�N',C ��'': f '�"":�:,';'c,`�" .�; ..�'�'� �; � `ie:'�� , '�` .s`F,,. l ; 'kf � ��i'"'�' 'W�' f ?��r '�" r .. ..... .... .. . . ........ ... ..'�'..'�?' ... ......... .... «-. .. ,..:.....dY�', ..$.:. :dpi ^ , ».. .. :;• F . , ...: .. ... :..:.:xq:.:W .. :�y..�. ........ ,: :.. f'.:; .::. � :..... �. ;tea.. A... ..,. ,....�.... . ........... .. .... ... .... ............ sus ,�.:,. ;. .. ......... .... .. .. .... .,............,,.. .,....... ..... A.......... ...... a::. ..............,,..,...........,......,.,.. ..... .... ..... .. 321 k street hoboken ,... .».. ...... ..... .......... ............. ..... ........... ... ... .... ...,............ ,;...:: .. .:::. ,::,;;;;;;;;;;;::,.:;:::::::::::...,.: ;€:�:_.':#;;.;;;;::...;;.' :. nj 07030 E. \. ..... ................................................................... .... .. ... .... .. .......... .....:.... .... .........:....:�:::::::. .per.': :;M' �::E\v� ... ..... .... ..... .................... ... ..n..........................,...,,..., ........vv. ... ..... ..................... .... ... ..lE... .:... :. ..... ....E ., .. ..... .\......... .:u:. .1.::..::;::::::::::::::....:.::...... :. :.:..:,... ,. .. .. �........ .. . .:x.>' v ..............:»:::::::::::::;:::...... 2 1 -653-2577 f' 201-652-2577 www.nastasiarchitects.com NJ license: All 1550 NY license: 021574 50 Hyatt Road Title Sheet date: ... ...December 7,2023 scale: as shown drawn by: vp checked by: phase: cd T1 00100 I I I I I I I I I I I I I I I I REVISION r , : :I N ' : no. description date + , , , o J , r .. " 14755 Soundvie w Avenue f Fl A d Y , t' , : f . ' a r f , „ , < w+, { •r ` : � Y c v , , , I. l a x : , ' 4 ; , ; u w A 5gsN G , , u , , _: .. .. ,. . .. .. ..w .:: .: .may ..... .. .. t4^4 4, 'r 5 .. .. :. ,fir. .. .. .. .. .. - , r y : . + ' p r r , +r .. .- _. .. ... . . .: :.,. ,. ,.: a ... �": ::k3. .. - ff. •'� •. .. ... .,.... ... , a ; n : f � r Submission to DOB 12/07/2023 F, U .. no. to whom issued date , r y , v 5 , y. r. � ISSUE �r , ' Y 3 , ;r i a�n w d u` , OWNER(S) ..: :. ... .. .. r... ... ,�& 4 , '-: � : t. ... ' >�- :• ,. ,j ,x., e. Iona Kleinhaut&Michael Schreiber , , r 50 Hyatt Road AKA 14755 Soundview Ave r t ut of So h Y 11971 , , k , Site Aerial Map Zoning Map (Township of Southold Section 2 of 4) Scale: 1/128" = 1'-0" Scale: 1" = 1,000' Zoning Table & Metrics Project Data Sheet List Block Number: 3 LArchitectural Lot Number: 7 R-40 BULK SCHEDULE FOR RESIDENTIAL DISTRICTS County Tax Map #: 1000-050.00-03.00-007.000 T100.00 Title Sheet .. ..... .. „ , ... . ,, .....I .. ... . I... .,, .... .. , . .. .. Zoning Table, r Project Data, Zoning Map, Z 'ng T e, D awing List § 280: Attachment 3 Zoning District: R-40 G002.00 RESCheck Compliance Town of Southold G003.00 General Notes Bulk Schedule for Residential Districts Construction class: 5B G100.00 Existing Site Survey G101.00 Site Plan Minimum requirements for 1 family detached dwellings use Group: R-5 A110.00 Basement Plan A111.00 First Floor Plan Kleinhaut & Schreiber REQUIRED / PERMITTED EXISTING (Nonconforming) PROPOSED (Nonconforming) Al 12.00 Second Floor Plan Residence Lot Size (square feet) 40,000 29,473.40 29,473.40 A713.00 Roof Plan 50 Hyatt Road Code Data A201•00 Front Elevation aka 14755 Soundv'ew Ave Lot Width (feet) 150 120.59' 120.59' - Residential Code of NYS/2018 A202.00 East Elevation Southold, NY 11971 Fire Cade of NYS/2020 A203.00 Rear Elevation Lot Depth (feet) 175 215.96' 215.96' - Plumbing Code of NYS/2020 A204.00 West Elevation Mechanical Code of NYS/2020 A301.00 Section Looking North (Long Section) - Fuel Gas Code of NYS/2020 A302.00 Section Looking West (Short Section) Block: 03 280-124 Nonconforming Lots (20,000sf to 39,999sf) - Energy Conservation Code of NYS/2020 A600.00 Wall Assemblies Lot: 07 Primary Front Yard (feet) 40 51.8' 43.14' - National Electrical Code of NYS/2017 (NFPA 70) A601.00 Floor, Roof Assemblies - National Fire Alarm & Signaling Code of NYS/2016 (NFPA 72) A602.00 Window Schedule n a S t a S Secondary Front Yard (feet) :25 21.7' 35' A603.00 Door Schedule a r c h i t e c t s A800.00 Wall Section, Details Side Yard (feet) 15 48.87' 15.0' Project Scope E001.00 Electrical Notes, Panels, Riser Diagram E100.00 Site Lighting Plan - Renovation and Addition to Existing Two-Story Dwelling E101.00 Basement Electric & Reflected Ceiling Plan �e °�`�C► Rear Yards (feet) 50 102.35' 75.88' New Pool, Location as Indicated on Site Plan E102.00 First Floor Electric & Reflected Ceiling Plan �� `ATO'�` E103.00 Second Floor Electric & Reflected Ceiling Plan Maximum Permitted Dimensions.- M001.00 Mechanical & Plumbing Notes, Details Definitions M002.00 Plumbing Riser, Domestic Water Riser Lot Coverage (percent) 20.00% 6.89% 19.59% C.I. Cast Iron M101.00 Cellar Mechanical Plan a�s•ra y0 ... ... .... .. . . . . .... . ... .... . . . Max. Allowable Coverage: 5894.68 2,030 5,775 E. - Existing M102.00 First Floor Mechanical Plan ETR - Existing to Remain M103.00 Second Floor Mechanical Plan 321 newark street hoboken,nt 07030 Existing Coverage: Proposed Coverage: . .. ...... . ..... ....... . ........ G - g t 7 EX Existing S101.00 Cellar Framing Plan : 201 653 2577 t: 201 s52 257 Building Coverage 1,380 Building Coverage 3,960 _ wmv.nastaslarchitects com N. New S102.00 First Floor Framing Plan I la NJ license: All 1550 Outdoor Sheds 205 ..Poo/ 900 9 i P.T. Pressure Treated S103.00 Second Floor Framing Plan n NY license: 021574 Concrete Patio + Walks 445 Concrete Patio + Walks 915 R. - Relocate .... . ... .. TBD - To Be Determined Total Lot Coverage: 2,030 Total Lot Coverage: 5,775 TYP - Typical Wall Legends Project Data, VIF - Verify In Field Symbol Description Zoning Map Zoning Table ........ .. ...... Building Height (feet) 35 ± 23 1' ± 23.1' _--- Existing Walls to be Removed . ...... .. ... .. .... . ... .. ... ... .. ..... Drawing List Mean Height Between Eave& Ridge Mean Height Between Eave& Ridge Number of Stories 2 112 2 2 Existing Walls to Remain date. December 023 4 ... ... ..... ......... ' . 6 New Wall Construction -- 7,2 §280-207 Maximum Gross floor Area (lots Up to 30,0010sf) ,297 1785 3 98 scale: . asshown Allowable Gross Floor Area3,350 . ........ n � Maso ry Wall r vp .. 10%Additional GFA of the Lot Area in Excess of 20,000 947 ^f ' checked by: ............ ......... phase:Floor 1,090 3,291 cd . . ..... ... . ...... ....... .... ..... . .... ......... Fire Rated W II Construction Second Floor695 695 G001 00 ■ i I i I I I i i i i I I i I i i REVISION no. description date 9 t 1 Submission to DOB 12/07/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 RESCHECK COMPLIANCE Generated by REScheck-t+ ebl Software Kleinhaut & Schreiber Com -Ailance Certificate Residence East Wall ExistingHouse: Wood 16"o.c. m 614 21.0 Basement50 Hyatt Road , O.Q Q.Q57 0.060 30 32 Slab:Slate-On-Grade{Unheated} First floor-Window 1: Metal Frame Insulation depth:4.0' 8`3 10.0 0'640 0'700 0 0 aka 14755 Soundview Ave. Project 50 Hyatt Road aka 14755 Soundview Ave. SHGC: x,29 45 E1.z7Q 0.320 lz 14 Proposed Crawl Space Floor Slab:slab-On-Grade Southold, NY 11971 First Floor-Window 2: Metal Frame (Unheated) 214 10.0 0.360 0,360 0 0 SHGC: 0.29 S 0.270 0.320 1 2 Insulation depth:4,0° Energy Cade: X ut (ECC Second Floor-Window: Metal Frame 38 0270 0320 10 I2 Existing Crawl Space Floor Slab:Stab-On-Grade Location: Southold, New York SHGC: 0,29 . . (Unheated) 105 10.0 0.360 0.360 0 0 Construction Type: Single-family East Wall-Addition:Wood Frame, 16"o.c. 545 21.0 0.0 0.057 0.060 27 29 insulation depth: 4.0' Project Type: Addition Basement Wall -Front-Solid Concrete or Masonry Block: 03 w grade:Garage Entry Door: Solid Door(under 50%glazing) 27 0.300 0,320 8 9 Wall height:6.9' Climate Zone: 4 (5572 HDD) Garage below 6,4' 3360.0 1010 0,062 0.059 21 ZO Permit Date: First Floor-Window 1: Metal Frame 17 0.270 0.320 S 5 insulation w gradepthe: Lot: 07 Permit Number. SHGC: 0.29 First Floor-Window 2: Metal Frame Basement Wall-East: Solid Concrete or Masonry n a S t a S 22 0,270 0.320 6 7 Wall height: ' SHGC: 0.29 ght: 6.9 197 0.0 10.0 0.6162 0.059 12 12 Construction Site: Owner/Agent. Designer/Contractor: Depth below grade:6.4' 50 Hyatt Road lona Kleinhaut John Nastasi Rear Wail-Existing House:Wood Frame, 16"o.c. 367 21,0 0.0 0.057 0.060 16 17 Insulation depth: 6.4' a r c h i t e c t s Southold, NY 10012 50 Hyatt Road Nastasi Architects Rear Door: Glass Door(over 50%glazing) Basement Wail- Rear:Solid Concrete or Masonry Southold,NY 10012 321 Newark Street27 0.300 0,320 8 9 SHGC; 0.50 Wall height: 6,9' 336 0.0 10.0 0.0£+2 0.053 22 20 917-796-4453 Hoboken,New Jersey 07030 Second Floor-Window 2: Metal Frame Depth below grade:6.4' ionask@aol,corn 2016532577 30 0,270 0.320 8 10 Insulation depth:6,4" Annmarie@nastasiarchitects.com SHGC:0,29 Second Floor-Window 1: Metal FrameBasement Wall-West:Solid Concrete or Masonry SHGC: 0.29 9 0.270 0.320 3 3 Wall helght:6,9' 197 0.0 10.0 0.052 0.059 12 12 irst Floor-Window 1: Metal Frame 24 0.2 270 0.320 6 8 Depth utateon depth:p6.4 ow grade: 4 TA .:,sa; .- • " ..r :,` .. Solid Concrete ar Masonry " ;.. SHGC•0 Z9 .. .. .. - .::. , .,• CraUrl Wall -Front: Compliance: 6.5%Better Than Code Maximurn UA; 893 Your u,a: 835 l•,,saximurn SHGC.: 0.40 Your StIGC: 0.34 Rear Wall-Addition:Wood Frame,16"o.c. 824 21.0 0,0 .0,057 0.060 34 36 Wall height: 3.0' 123 0,0 10,0 0,078 0,065 9 8 The%rletteror Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. Depth below grade: 2,2' ` It DOES NOT provide an 4WIrnate of energy u�r,or Cost relative to a minimum-carte home. Rear Door:Glass Door(over 50%glazing) 31 0,300 0.320 9 10 Insulation depth: 3,0' SHGC; 0.50 Slab-on-gradc tradeoffs are no Ivnger considered in the UA or perforniiarice compliance,path in REScheck.Each slats-on-grade ° Crawl Wall-East:Solid Concrete or Masonry �. Sliding Door 1: Glass Door(over 50/¢glazing} 21�b ds` a, en;bly in the sp€�rihed climate ,one must meet the inintrt,um energy code Insulation R-vatue and death requirements. Sliding 0.50 48 0.300 0.320 14 15 Wall height: 3.0' 239 0.0 10.0 0.07$ 0.065 18 15 Depth below grade:2.2' Sliding Door 2:Glass Door(over 50%glazing) 48 0,300 0,320 14 15 Insulation depth:30' SHGC: 0.50 Crawl Wall-Rear:Solid Concrete or Masonry EnvelODe ASSEtY1bllE5 First Floor-Window 2: Metal Frame 17 ct 270 0.320 5 5 Wall height:3,0' 211 0.0 10 0 0,078 0.065 16 13 321 newarkstreet hoboken,nj 07030 - SHGC: 0.29 Depth below rade: 2.2' p � t: 201-653-2577 f: 201-652-2577 y First Floor-Window 3: Metal Frame insulation depth: 3.0' ,. 7 0.270 0.32Q 2 2 www.nastasiarchitects.com I f SHGC: 0,29 Crawl Wall-West:Solid Concrete or Masonry m .. _. First Floor-Window 4: Metal Frame Wall height: 3.0' NJ license: All 1550 CeilingAddition: Cathedral Ceiling 1,157 49.0 0.0 0.022 0.026 25 30 SHGC: 0.29 17 0,270 0.320 S 5 Depth below rade:2.2' 98 0.0 10.0 0.078 0,065 7 6 - g p 9 NY license: 021574 Ceiling -Existing: Cathedral Ceiling 2,622 49.0 0.0 0.022 0-026 58 68 First Floor-Window.1:Metal Frame 17 0.270 0.320 5 5 Insulation depth:3.0' SHGC: 0.29 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other Front Wall -Existing House:Woad Frame, 16"o.c. 615 21.0 0.0 0,057 0.060 25 26 Studio-Transom is Metal Frame calculations submitted with the permit application.The proposed building habeen designed to meet the 2018 IECC requirements In 18 0.270 0.320 5 6 RESCheck Compliance Franc Door: Solid Door(under 50°r°glazing) 44 0.300 0,320 13 14 SHGC; 0,29 RESCheck Version : RE5check-Web and to comply with lila mandat relit" en+s listed In the 31EScheck Inspection Checklist. Second and First Floor.Tall Window! Metal Frame 'Studio-Transom 2: Metal Frame 18 0,270 0,32 t � S a � � f�" SHGC: 0.2'3 22 0.270 0.320 6 7 SHGC, 0.2+3 0 5 6 y`��XJ J ���c"� �'� -3 Dame-Title Signet e gate Window 7: Metal Frame 12 0.270 0.320 3 4 West Wall-Existing House: Woad Frame, 16'o.c. 369 21.0 0.0 0.057 0.060 20 21 SHGC: 0,29 First Floor-Window: Metal Frame 10 0.270 0320 3 3 Window 8: Metal Frame 24 0.270 0.320 6 8 SHGC; 0,29 SHGC: 0.29 Second Floor.Window: Metal Frame 7 0,270 0.320 2 2 First Floor-Window 2: Metal Frame 24 0.270 0.320 6 g SHGC: 0,29 SHGC: 0.29 West Wall-Addition:Wood Frame, 16"a.c. 908 21.0 0.0 0,057 0.060 49 51 First Floor-Window 3: Metal Frame 24 0.270 0.320 6 8 Garage Entry Door: Solid Door(under 50%glazing) 26 0300 0.320 8 8 date: .. ._ „_December 7,2023 SHGC: 0.79 First Floor-Window 4. Metal Frame 24 0,270 0,320 6 8 First Floor-Window: Metal Frame scale: _ as shown SHGC:0,29 SHGC: 0.29 25 Q.270 0,320 7 8 drawn by: vp Main Floor, Al-Wood joist/Truss 2,700 30.0 0.0 0.033 0.047 89 127 Front Wall-Addition: �^Jaod Frame, 16"o.c. 556 21.0 0.0 0.057 0.060 21 22 J Garage Door:Solid Door funder 50%glazing) 143 0160 0.320 23 46 Second Floor:All-Wood JoistlTruss 295 0.0 0.0 0.249 0,047 73 14 checked by: Front Door: Solid Door(under 500,9 glazing) 44 4,300 0.320 13 14 Floor Over Garage:All-Wood joist/Truss 586 30.0 0.0 0,033 0,047 19 28 phase: . cd Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 12/20/22 Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 12/20/22 Data filename: Page 1 of 3 data filename; Page 2 of 3 Project Title: 50 Hyatt Road aka 14755 Soundview Ave. Report date: 12120/22 Data filename, Page 3 of 3 G002 , 00 I I I I I I I I I I I I I I I I REVISION GENERAL CONSTRUCTION SPECIFICATIONS no. description date DIVISION 1: GENERAL (REQUIREMENTS DIVISION 2: SITE CONSTRUCTION AND FOUNDATIONS DIVISION 6: WOODS AND PLASTICS 06100: ROUGH CARPENTRY 15255: DUCTWORK INSULATION Refer to General Site Specifications and Structural Drawings for Also Refer to Structural Drawings for additional Specifications 1. Framing lumber(studs,joists,girders,plates,sills,headers,trimmers,ridges,valleys,tail beams,etc.)as noted in 1. Provide 1 1J2"thick fiberglass duct wrap with foil faced vapor barrier on all supply ductwork in non air conditioned 01038: MODIFICATION PROCEDURES additional Specifications wall type legend with extreme fiber in bending 1450 PSI,modulus of elasticity 1,600,000 PSI. spaces and other locations as shown on the drawin s. GC to verif ducts fit within o en web joists 1. All lumber,and engineered wood products(including framing,flooring,finishes,furnishings and non-rented 9 ( Y p 1 ) - 1. Contractors shall rom tl notif the Architect of an ambi uit ,inconsistent or error that the ma discover 2. Double up studs at all openings. Support headers on studs,support headers longer than 7-0 on two studs each 2. All slot diffusers in floors to be continuous alon o enin rovide continuous blank-off extensions as re uired to p p Y y y 9 Y y Y Y SITEWORK temporary construction applications such as bracing,concrete form-work and pedestrian barri=rs),shall be FSC g p gs;p q ; u on examination of the Contract Documents. Site and local conditions shall be rev ewed on site. end. maintain diffuser appearance aligned with opening in which the diffuser is located in front of.Slot diffusers in ceilings to p 1. Erosion and sedimentation controls should be installed for the duration of construction Com I with best certified to ensure that the wood was harvested in a sustainable manner.Chain of custody certificates should be . 2. An inter retation,correction or than e of the Contract wil be made b written addendum. p Y 3. All wood framing members,including wood sheathing,which rests on exterior foundation walls of in direct contact align with specified openings. Review with Architect prior to installation. Y p g Y mana ement ractices in the EPA's Storm Water Mana ement for Construction Activities,EPA Document No. provided as proof of FSC certification. 3. Where alternative construction to design is installed,certification shall be provided to the Building Official. This g p g with masonry shall be of approved naturally durable of preservative treated wood. EPA 832 R 92 005,OR,Erosion and Sedimentation Control standards and codes established b the 2. Composite and prefabricated wood products should contain no added urea formaldehyde. . certification is to be erformed b the Architect or other a roved testis a enc and shall be at the ex ense of the Y 4. Cut framing square on bearings,closely fitted,accurately set to required lines level and plumb.Secure rigidly in place 15260: PIPING INSULATION p Y pp g g y p Delaware De artment of Environmental Protection and the Delaware State Soil and Water Conservation 3. Agrifiber products should be used in place of composite wood products v✓herever possible.These products at eanngs an connections. Contractor unless otherwise agreed to in writing. Commission should also contain no added urea formaldehyde. 5. Do not use wood shims. Use slate or structural lastic shims with full bearin for levelin on masonr or concrete.All . 4. Construction variations from these documents by the Owner or Contractor shall be the responsibility of the 4. Whenever ossible,wood roducts should be rocured from local sources,within 500 miles of the ro ect site. p 9 9 Y 1. Insulate all heating hot water pipes in exterior walls,crawl spaces,basements and all other unheated spaces and 2 To soil should be covered or lasted while sled to avoid erosion. p p p p 1 p p p bearing plates to be set on flex-seal. part of basement as shown on the Mechanical Drawings. persons making such changes. 5. General Contractor to submit to the Architect all FSC certification forms for review and approval. 6. Provide 1/2"clears ace at to end and sides of wood irders enterin mason or concrete walls. 2. All hot and cold su I p p. g 9 rY pp y piping shall be insulated to prevent heat loss and condensation. ... .. ... SITE GRADING 7. Provide minimum of 2"bearing for all wood structural members. 3. Insulation with a thickness of no less than 1 1/2"shall be installed on any space heating distribution piping located 01060: REGULATORY REQUIREMENTS TIMBER: 1. Rough site grading,including the repositioning of all excavation soil,shall be done by the Contractor,as 8. Set all normal joists with camber up. outside of a conditioned space. directed b the Owner and Landsca e Architect as indicated in these Construction Documents.To soil 1. All wood framing shall conform with the latest standard of AITC in connection with the manufacture,fabrication, 1 Work shall com I with the"2020 Buildin Code of New York State"and other re ulations,ordinances,utility Y p p n r n of all wood members. 9. Notches in joists,rafters and beams shall not exceed one sixth of the depth of the member,shall not be longer than 4. Insulation with a minimum thickness of no less than 3/4"shall be installed on any service water distribution piping p Y g g should be stri ed before an excavatin is started and iled at a location indicated b the Architect. Provide delivery a d e ect o com anies and all overnmental ac encies havin urisdiction most recent edition. pP Y 9 p Y one third of the depth of the member and shall not be located in the middle one third of the span. that is greater than 3/4"in diameter. p g g g 1 rou h radin within 6"of finished rade ands read the existin to soil as re uired to within T'of finish 2 Wood framing where called for on drawings shall comply with National Design Specificatiors for stress grade 2. All electrical work to be in accordance with and conform to"The National Electrical Code/2017,"includin all g g g g p g p q 10. Wood floor joists within 18"of finished grade,wood girders within 12"of finished grade,wood framing and 9 lumber and its fastenings and shall be as follows: grading plan. sheathing within 8"of finished grade,and wood siding within 6"of finished grade shall be of approved naturally durable 15400: PLUMBING subsequent revisions and amendments thereto. Base Values for Douglas Fir Larch 2. Finished grading shall be the responsibility of the Contractor. or preservative treated wood. 3. All mechanical work to be in accordance with and conform to the"International Mechanical Code/2018,' including Surfaced Dr at 19%maximum M.C. No.2. 3. The Contractor shall move the excavation soil as directed by the Owner,for fill on the site. The Contractor ( Y )" 11. In all walls greater than 8'-0"in height,run continuous studs for full height of wall. Above 15'-0"in height run double 1. The use of lead solder is prohibited on installation of potable water systems. ... ... all subsequent revisions and amendments thereto. Extreme Fiber Stress in Bending"Fb"(Single member use) =875 PSI 4. All construction work to be in accordance with and conform to the"International Fuel Gas Code/2018,"includin shall remove excavation soil that is not needed for fill on this site. studs entire length. 2. All waste lines are to be PVC schedule 40. 9 Tension Parallel to Grain"Ft" =575 PSI 4. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of 12. Keep wood framing min.2'away from flues,chimneys and fireplaces,and 6"away from flue openings. 3. All water supply lines are to be type"L"co er. all subsequent revisions and amendments thereto. not less than one unit vertical in twelve units horizontal 1:12 for a minimum distance of 8 feet measured Compression Parallel to Grain"Fc" = 1300 PSI pp 5. All lumbin work to be in accordance with and conform to"2020 Plumbin Code of New York State,"includin all ( ) 13. Clearance to combustibles: The exterior surface of fireplace walls shall have a minimum clearance of 4"to 4. Contractor to be responsible to check soil pipe height and location and to adjust to job conditions. : p p pp 9 Y =95 PSI .. . ... . . . p g g er endicular to the face of the wall or an a roved alternate method of divertin water awa from the Horizontal Shear"Fv combustible materials. Combustible materials,including framing and sheathing,shall have a minimum clearance of 2" 5. Potable water system is to be protected from contamination by use of back flow preventers,as conditions required. subsequent revisions and amendments thereto. foundation shall be used. Consideration shall be even to ossible additional settlement of the backfill when Modulus of Elasticity"E" = 1,600,000 PSI 6. All Fire protection work to be in accordance with and conform to portions of building,electrical and mechanical c o g p from the exterior surface of smoke chamber walls. Combustible material attached to a fireplace face,such as trim and 6. All hot and cold supply piping shall have air chambers to prevent water hammering. establishing the final ground level adjacent to the foundation. mantels,shall have a minimum clearance of 12 above a fire lace o enin subcodes to the extent delineated in"2020 Building Code of New York State"and other regulations stipulated by ALL EXTERIOR GRADE LUMBER TO BE TREATED"ARSENIC FREE"CCA-TREATED LUMBER IS p p g 7. Supply and waste line sizes shall conform to the following. a encies havin urisdiction in the State of New Jerse ,most recent edition. 5. Gravel driveways and parking areas to be a 2"fine gravel topcoat over a 4"301 granular base as required 14. Wall sill plates,shall be sized and anchored to foundation walls at intermediate intervals as required to resist wind Fixture HW CW Drain Tra Vent . , . ... . g g 1 Y o UNACCEPTABLE.ACCEPTABLE ALTERNATNES ARE AS FOLLOWS: 7. All Ener subcode work to be in accordance with and conform to"2020 Buildin Code of New York State",most to obtain a final minimum base of 6".Compact to 95/o density. uplift. Anchor bolts shall be a minimum diameter of 1/2". The bolts shall be embedded in poured-in-place concrete or . 9Y g 1.BORATE TREATED WOOD BYPAGBOR/ADVANCE GUARD recent edition,includin all subse uent revisions and amendments thereto. 6. Contractor to provide and coordinate installation of permanent water, sewage,electrical,cable TV, grouted unit masonry foundations to a depth of not less than 10". There shall be a minimum of two(2)anchor bolts per Water Closet - 1/2" 4"* - 3" g q 2.ACQ TREATED WOOD BY ACQ PRESERVE AND NATURE WOOD 8. Wherever drawin s state to be"r�ertified",test re orts conducted b an a roved testis a enc shall be telephone services and other utilities as required to the residence via underground insulated trench as shown section of plate and anchor bolts shall be placed 12"from the end of each section of plate with intermediate bolts Sink 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2" g p Y pp 9 9 Y 3.COPPER AZOLE TREATED WOOD BYARCH WOOD PROTECTION spaced a maximum of 6 feet on center one-and two-story buildings and not more than 4 feet on center for buildings Stall Shower 1/2" 1/2" 2" 2" 1 1/2" rovided to the Architect at the ex tense of the Contractor. on the Construction Documents. 9 p 4.NATURAL CEDAR&/OR IPE over two stories in height. Laundry Tub 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2" 9 Design loads are as follows: 15. Headers to be(2)2 X 10's unless otherwise specified on architectural drawings. *3"PVC pipe may be used if approved by local Plumbing Sub-Code Official ..... .. ... Dead Load =20 PSF + structure LANDSCAPING 1. The Contractor is to clear the site only within the construction line and is to protect all trees,shrubs and Exterior Siding,Decking,exposed wood,trim,fascias to be"Sustainably Harvested"wood.Refer to Exterior Materials Live Load =40 PSF and Finish Schedule for additional Specifications. 10. Contractor shall conform to all National,State,and Local codes,even in the event of conflicting requirements in other vegetation which are to remain.Verify tree removal with Owner and Landscape Architect prior to any 06430: WOOD STAIRS AND HANDRAILS 15440: PLUMBING FIXTURES the S ecifications and Plans at no<�dditional cost to the Owner. construction.Trees and stumps are to be removed from the site and are the property of the Contractor. p 06172:PREFABRICATED WOOD JOISTS AND TRUSSES .. . : 3. The Contractor shall protect all plants that are to remain as per Site Protection Specifications as prepared 1. Minimum headroom at stairs shall be as per International Building Code, most recent edition. 1. All lumbin fixtures to be selected b the Owner in con'unction with the Architect. Refer to the Plumbin Fixture 11.Contractor is responsible for obtaining all necessary permits,approvals,and Certificates of Occupancy. by Landscape Architect. If none are provided the Architect shall prepare such Specifications as an Refer to Structural Drawings for additional Specifications for: 2. Maximum riser height and minimum tread depth shall be as per International Building Code,most recent edition. Schedule. g y g . 1 Submission to DOB 12/07/2023 ENGINEERED WOOD JOISTS addendum to these Construction S ecifications. 3. All decks,ste 01100: SPECIAL PROJECT PROCEDURES p ps,platforms,landings,etc...raised 3 or more risers shall be in accordance with the International PARALLEL STRAND LUMBER(PSL) no. to whom issued date LAMINATED VENEER LUMBER(LVL) Building Code,most recent edition. 15770: RADIANT FLOOR HEATING FOUNDATIONS 4. The triangular openings formed by the riser,tread and bottom rail at the open side of a stairway shall be in 1. Work shall comply with the"202()Building Code of New York State"and other regulations,ordinances,utility LAMINATED STRAND LUMBER LSL ISSUE 1. All footings shall rest on assumed soil of 2 tons per square foot(2000psi minimum)bearing capacity ( ) accordance with the International Building Code,most recent edition. 1. A com lete new radiant floor heatin s stem is to be installed in all habitable s aces of the first and second floor. companies and all governmental agencies having jurisdiction,most recent edition. p g Y p minimum OR shall meet the specifications provided by the Geotechnical Engineer and Structural Engineer for 5. Guardrails and handrails shall be designed and constructed to the structural loading conditions in International 2. The new radiant floor heating system will be as specified in the Mechanical Specifications complete with mixing 2. No Contractor nor Subcontractor shall commence work under this Contract until he/she has provided proof of 06060: CONNECTORS AND SUPPORTS insurance of such character and in such amounts as will provide adequate protection for the Owner,the Architect, the specific site and soil capacity. A Soils(Geotechnical)Engineer,paid for by the Owner or Contractor,must Building Code,most recent edition. valves,pipe manifolds,circulator,PEX tubing,fittings,electronic controls,room stats,wiring junction zone control, the members thereof,and their successors,all a Pnts,officers and servants of the Owner,and the Contractor and verify all footings prior to pouring any concrete footings. 9- 1. Provide bridging of joist of not less than one row for every eight feet of span control syste ties,and all other related accessories for a complete operational systems. 2. All footing excavations to be finished off by hand and are to be inspected by the Architect/Engineer prior WOOD FINISHES AND TRIM 3. The s item manufacturer will rovide all calculations,desi nand la o Subcontractor against all claims,liabilities,damages and accidents. Such insurance shall remain in force 2. All joist hangers to be galvanized metal and secured with galvanized nails as specified by manufacturer of Y" p g y ut as a service to the installing contractor. to the placement of concrete. 1. The wood of the interior trim shall be selected by Architect&/or Owner,finishes(where applicable)to be determined. throughout the life of this Contract. o hangers being used Shall comply with IBC. p g DIVISION 16: ELECTRICAL 3. Each Contractor must maintain,all liabilit insurance and Workmen's Com ensation as re uired b law,and insure 3. All filled areas shall be compacted layer by layer to not less than 95/o of the maximum dry density when 2. Samples of all wood trim and finishes shall be submitted to the Architect for review and approval rior to the orderin Y p q Y 3. Exterior walls shall be braced as per IBC. tools,materials and e ui ment. tested in accordance with ASTM D1557. of the trim for this project. OWNER(S) q p 4. The excavation outside the foundation shall be backfilled with soil that is free of or anic material, 4. Nailing to be in accordance with IBC. Refer t0 ElectrlCal DraWingS for addltlOnal SpeCIflCatlOnS Iona Kleinhaut&Michael Schreiber 4.The Owner will obtain the Hetes:>ary homeowner's insurance to cover work incorporated into the job. g 4. Exterior trim shall be clear select,exterior grade approved wood,species and finish to be determined by Architect. 5. Each Contractor by making his/her bid represents that he/she has read and understands the Contract Documents construction debris and large rocks. The backfill shall be placed in lifts and compacted in a manner which does not damage the foundation,the waterproofing or the damproofing and drainage material. EPDXY ANCHORS 16050: BASIC ELECTRICAL MATERIALS AND METHOD 50 Hyatt Road AKA 14755 Soundview Ave. and liis4ier bid is made in accordance therewith;and that he/she visited the site and has familiarized himself/herself 5. Backfilling against foundation walls shall not be permitted until the floors or roof they support have been DIVISION 7: THERMAL AND MOISTURE PROTECTION Southold, NY 11971 with the local conditions under which the work is to o performed;and that his/her bid is based upon the materials, com letel installed unless otherwise a roved b En ineer. 1.All e ox anchors s ecified on the lans shall be b one of the followin manufacturers and should be installed 1. All fixtures to be selected by Owner in conjunction with the Architect. See Li htin Fixture Schedule. stems,and e ui ment described in the contract documents without exce tions. p Y pp Y 9 p Y p p Y 9 07100: WATERPROOFING AND DAMPROOFING g g Y q p p 6. The Contractor shall perform a subsurface soil investigation to determine the possibility of the ground per the manufacturer's recommendations: Z All wiring to be in accordance with N.E.C.,most recent edition. water rising above the proposed elevation of the floor or floors below grade. If a hydrostatic pressure 3. All electrical,telephone,and data construction work to be done in accordance with and conform to the N.E.C.,most � 01400: QUALITY REQUIREMENTS condition exists,noti Architect immediate) and rior to roceedin i Water roofin methods must be a Hilti"hit c-100 e ox adhesive anchor larr#24919,icbo#4016 1. Install damproofing from top of footing to above ground level as follows: recent edition,includin subse uent additions and amendments thereto. � Y p p g' p g p y a. Prepare surface-fill all voids with bituminous material. g q installed. No footings shall be placed in water. 4. Contractor shall receive,handle,assemble,install and connect light fixtures,including initial lamps. CONSTRUCTION WASTE o b. Cove at footing. 7. Place fill under slabs in 8"layers,compacted to 95/o density. The grade shall be stripped of all topsoil and Hilti"hit by-150"epoxy adhesive anchor larr#25251 icbo#5193 5. All visible electrical equipment such as switches,duplex outlets,cover plates and floor mounted outlets shall be All construction waste should be separated and diverted from landfills by recycling.The following materials should be c Two coats bituminous damproofing at unexposed surfaces. installed b tom etent mechanics in a first class manner. recycled at a minimum:land-clearing debris,asphalt,concrete,cardboard,paper,block and brick,gypsum drywall, deleterious material before applying fill. Y P 8. All column footings shall be centered under column centerline unless otherwise noted. b Ramset"epcon system ceramic 6"epoxy anchor larr#24975,icbo#4285 6. Notify Architect immediately(Prior to lighting installation)of any discrepancy or questions regarding lighting intent. metal,paint,plastic,clean wood,beverage containers(glass,aluminum cans,plastic bottles),and general refuse.At 07200: INSULATION 7. Upon completion of work,Electrical Contractor to supply all pertinent information in electrical panel to Architect and least 7me of construction waste(measured by weight) tracto sh recycled Separation can occur on site or tr DIVISION 3: CONCRETE c Simpson strong-tie'epoxy-tie'adhesive anchor larr#25185,icbo#4285 o Owner. (i.e.Which breakers control which circuits/rooms/etc.). performed by a waste hauler/recycler.The General Contracto-should document recycling effort by keeping track of 1. All batt insulation to be cellulose made from newsprint that is up to 80/o post consumer material, 8. No floor mounted outlets shall be connected to lighting circuits. waste stream by weight and final destination(recycling or lardfill) Refer to Structural Drawings for additional Specifications R-Value/in=3.7-3.8 d Convert operations"cia gel"epoxy system lair#25029,icbo#4846 Add/Alt: All insulation to be Mineral Wool Batts w/an R-value/in =4.2 16120: WIRES AND CABLES CONSTRUCTION INDOOR AIR QUALITY Concrete should have a recycled content of 25-35%of the total cementitious material,using fly ash and/or 2. All rigid insulation to be mineral wool batts. R-value/in =4.2 . 2.Continuous special inspection by a registered deputy inspector is required for all epoxy anchor installations. Add/Alt:All ri id insulation should be EPS ex anded of st e A high level of indoor air quality should be maintained throughout construction.Absorptive materials(including but slag. g ( p p Y Yr ne) 1. All interior wiring to be"Romex"with ground or alternate as approved by Architect. not limited to masonry units,lumber,finished architectural woodwork,flush wood doors,gypsum board,and 3. Spray-on insulation should contain no CFCs or HCFCs. FRAMING LUMBER 4. Refer to ResCheck or ComCheck Re o 2. All wir ng to be as per article 517 of the N.E C. insulation)should be stored so as to avoid contact with water.All HVAC system equipment should be covered 03010: CONCRETE MATERIALS p rts for this specific project prepared by the Architect. and/or sealed to avoid contamination and exposure to water during construction.If HVAC equipment is in operation 1.All structural lumber shall be Douglas Fir of the following grades,conforming to standard grading rules for the 16505: LENSES, LOUVERS AND ACCESSORIES during construction,filtration media should be changed prior to occupancy.If possible HVAC equipment should be 1. All concrete shall be controlled concrete complying with all ACI Building Codes. 07270: FIRESTOPPING west coast lumber,no.16,unless noted otherwise operated with a 100%outside for a two week period after substantial construction is completed and before 2. Refer to Structural Specifications for ultimate minimum compressive strength of concrete. 1. All receptacles to be grounded type. Bottom of base receptacles plate to be 6"A.F.F.,unless otherwise noted on occupancy to flush out dust and VOCs,after this flush out filtration media should be changed. 3. Curing: Concrete(other than high-early-strength)shall be maintained above 50 degrees F.and in a moist 1. Draftstopping and firestopping to be in accordance with International Building Code,most recent edition. rafters,joists,plates no.2 Construction Drawings(refer to Interior Elevations). condition for at least the first seven days after placement. 2 x and 4x beams,stringers and headers no.2 2. Bottom of all wall switches to be at 36"A.F.F.,unless otherwise noted on Construction Drawings(refer to Interior 1.All labor and materials to carry out fully the intentions of the Plans and Specifications are part of the Contract, 4. Placed concrete shall be consolidated with mechanical vibrating equipment supplemented by 6 x and 8x beams,stringers and headers no.i 07300: SHINGLES AND ROOFING TILES Elevations). whether or not specifically documented. Contractor shall provide and install each item mentioned,indicated or hand-spading,rodding and/or tamping. posts and timbers no.i 3. All receptacles and switches are to be selected by the Owner and Architect. implied to achieve the intended building according to the methods of best construction practice. In no event is any 5. When construction joints are used in slabs,walls,or beams they shall be located at points of minimum s 1. EPDM roofing should be white,Energy Star compliant,and have an emissivity of at least 0.9. tuds const.grade 4. Contractor to provide all switches and receptacles U.O.N.,Color:TBD by Architect. article,operation,method or material to fall below the standard set by the FHA Minimum Property Standard for One shear and shall be keyed. blocking and stripping stud grade 2. EPDM roofing as per Manufacturer's Specifications. 5. Contractor shall be responsible for all electrical connections for the kitchen appliances. and Two Living Units,latest edition. 6. Slabs on grade to be poured in alternate bays of not more than 900 Sq. Ft.and 30 feet in any direction or 2. The Contractor shall herewith a(�ree to furnish only labor,materials and workmanship which are first class.Should sawcut to same area requirements immediately after concrete has sufficiently hardened. 2.Plywood for roof sheathing shall be CDX unless noted othe wise,use exterior type,minimum c c grade,where Additional General Notes any trouble occur to the installation due to defective workmanship or materials within one year from the date of 7. No horizontal pour stops are permitted in concrete walls.Provide vertical pour stops in walls at 50'-0" 07600: FLASHING AND SHEETMETAL acceptance,the Contractor shall repair same without cost to the Owner.This guarantee shall apply to general maximum spacing. plywood is exposed to weather. Plywood for floor sheathing shall be CDX,unless noted otherwise.All plywood shall p + conform to u.s.product standard ps 1-95. Each sheet of plywood shall be identified by a registered stamp or brand 1.All material and workmanship shall conform to the to the drawings and specifications. e I n a U L e h re i be r construction and trades.This shall in no way void or limit any extended warranty for service,equipment,etc. 8. Provide 3/8"chamfer at corners of all concrete beams and columns,except as directed by Architect. 1. Provide 16 oz.powder-coated aluminum metal(color t.b.d.)flashing across top and sides of exterior window and of the Douglas Fir plywood association, door o enin and at other locations where needed. 3. All work performed as a part of•this Contract is to be guaranteed by the Contractor and!or Subcontractor and to p 9s. 2. During the construction period,the contractor shall be responsible for the safety of the building.The contractor shall R e I be free from defects on material and workmanship for a period of one(1)year from the date of substantial 03100: CONCRETE FORMWORK 3.All wood bearing on concrete shall be pressure treated Douglas Fir. 2. Flashing shall be installed: at wall and roof intersections; wherever there is a change in roof slope of direction; and provide adequate shoring,bracing and guys in accordance with all national,state and local safety provisions.any S d e n ee completion of the work:the Contractor and/or Subcontractor agrees to return to the job and make repairs and/or 1. Bottom of frost footings to be as per drawings. If the depth is unclear,Contractor shall notify Architect around all roof openings. deviation must be approved prior to erection. 5O Hyatt Road re lacement to such defects at no cost to the Owner. prior to completion of footing formwork installation. p 4.Studs over 10 feet in height or supporting 2 floors and a roof must be 2 x 6's at 16"o.c unless othervvise noted. For 4. The Contractor is to guarantee the water tightness of the structure for two(2)years after the completion of the 2. All exposed concrete to be formed with clean metal forms for high-end polished architectural concrete studs reater thanl6 feet,see plan Studs in cripple walls less than 4 feet in height may match the studs above. DIVISION 9: FINISHES 3. Drawings indicate general and typical details of construction where conditions are not specifically indicated but are of aka 14755 Soundview Ave, contract. finish. General Contractor to submit finish&color samples to Architect prior to commencement of poured g similar character to details shown,similar details of construction shall be used subject to review by the architect. 5. All materials are to be installed in strict accordance with tl-e manufacturer's recommendations and are to be new concrete. 5.Provide 2x solid blocking between joists and rafters at all supports.Blocking shall be one piece and be the full 09250: GYPSUM BOARD OUt O , NY 1 1971 and free of defects. depth of the joist or rafter. 4.All details designated as standard or typical shall occur in addition to any other specific detail called out. 6. Wherever the quality of the material or work called for in tl-e drawings does not agree with that called for in the 03200: CONCRETE REINFORCING 1. Gypsum board should contain 100%recycled content for both the gypsum itself and the paper facing. specifications,the better of the two materials or work shall be installed or performed. 6. Cross bridging shall be provided at 8'-0 on center maximum for all joists and rafters more than 8'deep. 2. Gypsum board should be procured locally,within 500 miles of the project site. 5.All information shown on the drawings relative to existing conditions is given as the best present knowledge,but 7. No deviations from the Contract:Documents and Specifications shall be made except through established 1. All reinforcing bars shall be new billet steel,deformed type,ASTM A615 Grade 60 and shall comply with all ACI 3. A minimum of 64 s.f.of 5/8"FIRECODE gypsum wallboard shall be applied to ceiling located above central heating without guarantee of accuracy.Where actual conditions conflict with the drawings,they shall be reported to the architect Change Order Forms to be transmitted to and signed by the Architect and the Owner. code requirements. 7.Provide double joists under partitions,which are parallel to the joists. system(boiler,furnace,etc.). so that the proper revisions may be made.Modification of details or construction shall not be made without written 8.The Contractor is to submit samples or catalog cuts of all visible materials and equipment for the Architect's and 2. Provide minimum reinforcing in all concrete as per ACI building code requirements. Unless otherwise noted all 4. Provide water-resistant gypsum board on walls and ceilings in bathroom. Concrete composition board shall be used approval of the architect. Designer's approval prior to installation.The work shall be in accordance with the approved samples. detailing.fabrication,and placing of reinforcing steel shall conform to the Manual of Standard Practice for Detailing 8. Provide solid,full blocking under partitions which are perpendicular to the joists. at all tiled wall and ceiling areas. BIOCk: 03 Reinforced Concrete Members. I_Ot: �7 9.The Architect shall be the final judge of the quality of the workmanship and reserves the right to reject any work 5. Gypsum board shall be fastened with approved screws spaced as per local and regional Building Code,most recent he/she considers unacceptable. 3. Length of reinforcing splices shall conform to ACI building code requirements,but in no case shall be less than 30 g,Top plate of all stud walls shall be two pieces the same size as the studs.Splices are to lap 4'-0 minimum and be edition. 10. Details and dimensions,shown in any section,apply to all similar sections unless otherwise noted. bar diameters or as otherwise approved by Engineer. nailed with 12 16d nails minimum each side of joint. 6. Provide gypsum board in thickness indicated in maximum lengths available to minimize end-to-end joints. 11. These drawin s were re ared with the intent that the Work shall be erformed b a ualified General 4. Welded Wire Mesh: ASTM A185,in flat sheets,unfinished.Wire Mesh reinforcement shall be welded smooth wire 7. Provide sum board to com with local and re ional Buildin Code,most recent edition. 9 p P p Y q gYp p Y 9 9 n a s t a s i Contractor. fabric conforming to ASTM At 85-79 with a yield strength of 60,000 psi.Wire Mesh Reinforcement shall lap one full 10.All nails shall be common,box or sinker. Nailing shall be per chapter 25 of the uniform building code. 8. Provide and install corner bead where required in compliance with ASTM C 840. 12. All Work shall be in conformance with all codes and regulations of any Federal,State,County or Municipal mesh+2"and be securely wired at each side and end. 9. All joint treatments to be from a single source and to comply with ASTM C 475,ASTM C 840,and both gypsum board agency having jurisdiction over such work. 5. Concrete protection(minimum)for reinforcing steel shall be as follows: 11. Bolt holes in wood shall be 1/32"to 1/16"larger than the nominal bolt diameter.All bolts shall have standard cut and joint treatment manufacturers'recommendations. a C C h I t e C t S 13. All Work is to be performed by qualified mechanics and technicians and shall be of the highest levels of washer under head and nut unless otherwise noted. 9. All joint compounds to be applied in three coats and sanded. craftsmanship. (a)SLABS.............3/4" (d)WALLS,INSIDE FACE....................1" 10. Joint tape to comply with ASTM C475,perforated type. 14.The Contractor is responsible for laying out the Work and that of the Subcontractors;verifying all measurements, (b)BEAMS........1-1/2" (e)WALLS,EXTERIOR FACE(AGAINST EARTH)....2" 12.All bolts shall be re-tightened prior to the application of sheathing,plaster etc. 11. Partitions to be gypsum board of thickness specified in construction documents,taped,spackled,sanded and . . dimensions and sizes;checking all elevations and coordinatiing all floor elevations and details.In the event of a (c)COLUMNS....1-1/2" (f)CONCRETE PLACED ON EARTH....31' painted,unless otherwise noted in provided finish schedule. discrepancy,the Contractor shall consult with the Architect before ordering any material or performing any work. 13.Structural members shall not be cut for pipes,etc.unless specifically detailed. 12. Metal trim and accessories: Standard types of galvanized steel,of sizes required to suit conditions of installation, � / 15 The Contractor is responsible for the scheduling and coordination of all work that is to be completed under this 03250: CONCRETE ACCESSORIES similar and equal to those by United States Gypsum. Casing beads and edge trim shall be spackle L, USG 801 B series, C��°' D V . contract. Coordination includes but is not limited to the scheduling of all necessary Subcontractors,public utilities, 14.Wood studs may be notched to a depth of 25%of the width maximum,except interior nonbearing studs which and corner beads be Durabead Reinforcement,or approved equal.e int �� �'�`Q inspections,materials suppliers,etc. 1. All exposed exterior concrete shall contain an air entraining admixture conforming to ASTM C260. Concrete shall may be notched to 40%of the width maximum.Studs may be bored to 40%of the width maximum,except interior s .1 16. Any discrepancies between the drawings and site conditions,and any incongruities present within these have an air content of 6%+/-1%. nonbearing studs and doubled bearing studs(provided no more than two successive doubled studs are bored; 109900: PAINTING AND STAINING TO drawings are to be brought to the attention of the Architect as soon as they are noticed and prior to continuation of 2. All concrete shall have a minimum cement content of 564 pounds per cubic yard,maximum slump of 4"+/-1"and which may be bored to 60%of the width maximum. Bored holes shall not be located at the same section of a stud as the work. shall contain a water reducing admixture conforming to ASTM C494(Eucon WR-75 or equal). Water reducing a cut or a notch.In no case shall the edge of a bored hole be nearer than 5/8"to the edge of the stud. All paints and stains should conform to the following VOC levels: 17. During the course of the Work,conditions may be found that require Architectural or Engineering intervention. It admixture shall not contain any chloride ions added during manufacture. 1. Non-flat paint including primers: 150 g/L. � " � is the responsibility of the Contractor to bring such conditions to the attention of the Architect and the Owner 3. Provide 10 mil polyethylene vapor barrier directly under slabs on ground w/4"pourous gravel fill. 15. Provide fire stops at all intersections of stud walls at floor ceilings and roof.fire stops shall be 2x nominal 2.Flat paint including primers:50 g/l. immediately following discovery and prior to commencement or continuation of Work. thickness of wood and shall be the full width of the enclosed space. Place fire stops at maximum spacing of 8'-0 in 3.Sanding sealers(non-lacquer):550 g/L Z157k (� 18.The Contractor must protect all existing work,utilities,or any other existing property and shall repair any DIVISION 5: METALS each direction and at the same lines as the fire stops in adjacent walls. 4.Sealers(including clear wood sealers):400 g/L. damages to the building or site resulting from his work. Refer to Structural Drawings for additional Specifications 5.Stains,clear:550 g/L. , ,� 19. Job Site Clean-up: 6.Stains,semitransparent:550 g/L. . A. The Contractor is responsible for the complete removal and disposal of all debris and discarded material. Structural steel should be procured from local sources,within 500 miles of the project site MANUFACTURED LUMBER 7.Stains,opaque:350 g/L. Transport materials removed from construction and legally dispose of off site The interior and exterior of the 8.Varnishes:450 g/L. 321 newark street hoboken,nj 07030 site shall be swept clean at the enc!of each working day.There shall be no visual obstruction to the site or STRUCTURAL STEEL AND MISC. IRON: 1. Microllam LVL all microllams specified are manufactured by the Trus Joist Macmillan corporation larr#24878 icbo 9. General Contractor shall be responsible for all painting and staining. t: 201-653-2577 f: 201-652-2577 adjacent properties.The condition of the site shall be maintained in an orderly manner.Leave site in a broom 1. The Structural Steel Contractor shall submit complete shop drawings to the Architect for review✓by the Structural ner-119 10. All surfaces scheduled to be painted or stained shall be thoroughly cleaned and properly prepared. clean condition at the end of each work day. Do not close or obstruct streets,walks,or other occupied or Engineer prior to fabrication and installation. 11. All surfaces of wood,gypsum board and trim throughout the interior areas of new construction shall be painted or wvwv.nastasiarchitects.com used facilities. Secure all necessary permits. 2. The Structural Steel Contractor shall verify the foundation construction for anchor bolt location,elevation of top of 2. Parallam PSL all parallams specified are manufactured by the Trus Joist Macmillan corporation icbo ner-292 stained as directed by the Owner and Architect,unless otherwise specified in finish schedule. NJ license: AI11550 B. At completion of the job,the Contractor shall leave the ste and the house free of all waste materials concrete and bearing plates,alignment,etc.,prior to start of erecting. 12. All areas to be painted shall receive three(3)coats on all surfaces(one prime coat and two finish coats). Painted NY license: 021574 except those designated by the Owner.The building should be clean and ready to be occupied. 3. All structural steel framing shall conform with the latest standard of AISC in connection with the manufacture, 3. Timberstrand LSL all timberstrand members specified are manufactured by the Trus Joint Macmillan corporation wood trim shall be sanded between coats of paint. 20. Security:The building,site and property shall be securely enclosed and locked-by the last Contractor to detailing,fabrication,delivery and erection of all structural steel shapes. Said framing assembly and erection shall icbo 4979 13. All areas to be painted to be specified in finish schedule unless otherwise noted. leave the jobsite-at the end of each work day. also comply with the requirements for welded or bolted connections for buildings,as outlined by AISC. 14. The Contractor shall provide samples of the interior paint colors for review and approval of the Owner and Architect 21. Alcohol is not to be stored or consumed on the site,and work is not to be performed by persons under 4. Structural steel shall conform with the structural specifications,unless shown otherwise on plan. 4.Alternative manufacturers may be used subject to the approval of the architect and the engineer.The contractor prior to any painting. p +p the influence of alcohol. 5. All tubular columns shall conform with the structural specifications. shall provide all necessary information to the architect and engineer for approval. 15. If any exterior wood is to be painted it shall be fully primed prior to installation. General N O e s 22. Do not scale Construction Documents. Use written dimensions only. 6. All structural steel shop work to be welded or bolted with 3/4"high strength bolts.Connections to be made as per 16. All areas of finished work are to be protected and cleaned structural specifications. 5. LVL manufacturer shall provide calculation and shop drawings to architect(structural engineer)for review and to 17. Paint colors for the interior are to be selected by the Architect and Owner and provided and applied by the 01425: EXAMINATION OF PREMISES 7. All field connections to be made as per structural specifications,unless noted otherwise. the building department for approval prior to fabrication.All calculations and shop drawings shall be signed by a Contractor. 8. All anchor bolts,straps,framing anchors and hangers to be galvanized or stainless steel. registered professional engineer Shop drawings will show all critical dimensions and all loads the joists are designed 18. Paint to be delivered to the site in new,unopened containers. 1. Prior to submitting a proposal,each bidder will be held to lave examined the premises and satisfied 9. All columns shall be furnished with cap plates and base plates of sizes called for and shall be shop welded. Base to support. It shall be the responsibility of the manufacturer to obtain building department approval of calculations him/herself as to the existing conditions under which he/she M11 be obliged to work. plates shall bear on leveling nuts set 1-1/2"approved non-shrink grout,and anchored with four 3/4"diameter x 18" and shop drawings prior to fabrication. TILE WORK 2. If,in the Contractor's opinion,any work shown on the drawings or called for in the specifications is bolts plus 4"hook. Shim under base plates as required. 1. All tile sealants and adhesives should contain no more than 130 g/L VOC content. portrayed in such a manner as to preclude first quality work and/or product,the Contractor shall refer same to 10. General Contractor shall grout under all column base plates with an"approved"non-shrink grout after columns 6. LVL cross bridging and/or bracing shall be provided and detailed as required to adequately brace all joists. 2. All ceramic tile,stone flooring,saddles,trim pieces shall be selected by the Owner and Architect. the Architect prior to proceeding are set and plumbed and prior to installation of supported decking. Bridging should be installed as erection proceeds and temporary bracing installed to maintain alignment and prevent 3. Contractors to verify all dimensions and report any discrepancies to the Architect. 11. Where beams cantilever over columns,provide two 1/4"stiffeners on each side of beams. lateral movement. DIVISION 15: MECHANICAL SYSTEMS 12. True shear connections shall be provided at all points of cantilever suspension. date: _ ..December 7,2023 Refer to Mechanical Drawings for additional Specifications 01500: PROTECTION OF PREMISES 13 Beams bearing on walls shall be provided with bearing plates and anchored with bolts as approved by Engineer. 7. LVL temporarily removing web member and drilling or cutting chords are not permitted. scale: . 14. Punch holes in steel members at 2'-0"for fastening,blocking,etc.,refer to all architectural drawings. ..as shown 1. Contractor shall devise methods and rocedures to ensure safe,order) execution of the work,and to 15. Provide tem ra bracin as r uired to resist wind,construction loads,etc.,durin construction. 8.Sheathin shall be secure) fastened to the to chord.the nailin All HVAC system equipment should be covered and/or sealed a avoid contamination and exposure to water during p y po ry g eq g g y p g pattern shall be staggered to avoid splitting and construction. No CFCs or HCFCs should be used in mechanical system equipment. drawn by: vp allow safe passage of Owner's personnel,and general public to occupied portions of the building 16. The Steel Contractor shall be responsible for exact location,elevation and alignment of all hung lintels,as to assure nailing into each chord member. 2. Contractor shall protect from damage all portions of the existing site to remain. indicated on drawings and shall provide all necessary adjustable connections proposed by and submitted to and 15050: BASIC MECHANICAL MATERIALS AND METHODS checked by: 3. Protect all floors with suitable coverings as required. approved by the Architect. 9. Coordinate with architectural and mechanical drawings for location and weight of mechanical units and 4. Remove all protection at completion of work or as quickly as possible. 17. All structural steel shall have two(2)coats shop primer(red lead iron oxide)or similar,conforming to SSPC paint remembers accordingly phase: 5. All damage to adjacent facilities to be repaired promptly,at no cost to the owner. 2-64;retouch after erection. 1. Every room or space intended for human occupancy shall be provided with natural or mechanical ventilation. Cd 6. Maintain existing utilities to adjacent areas and protect against damage during construction. 18. Interior columns will be nominal 4"diameter steel pipe,schedule 40,concrete filled unless otherwise specified. LOAD CRITERIA w Heating system shall r capable i maintaining 68 degrees F inside when outside temperature is 0 degrees F.Verify All(ally columns shall be provided with both top plate and bottom plate with a minimum thickness of 1/4"or otherwise with local conditions;refer to Mechanical Specifications. specified and securely fastened or welded to column. (DL:dead load;LL:live load) 3. Cooling system shall s;capable of maintaining ci degrees F inside when outside temperature is 92 degrees F. 19. STEEL REINFORCING BARS:shall be as indicated in DIVISION 3:CONCRETE and as shown on the drawings. Verify with local conditions;refer to Mechanical Specifications. roof,flat DL:20 psf LL:20 psf 4. Heating/cooling units are to be vented independent flues sized as per manufacturer's specifications. NOTE:All exterior finish metals(i.e.:flashing,coping,louver frames)that are non-structural to the integrity of the floor,typical DL:26 psf LL:40 psf 5. Location of meters,main shutoff valves,relief valves and regulators other than integral appliance regulators shall be building frame to be copper,terne-coated zinc or powder-coated aluminum,color t.b.d.;verify with Architect. terrace,deck: DL: 10 psf LL:60 psf approved by the administrative authority and shall conform to state and local regulations. ■ 6. All plumbing work to conform to the National Standard Plumbing Code, most recent edition. I I I I I I I I I I I I I I I I REVISION no. description date 0 i °tib nwG p9 at: �n Q� I'D IL SURVEY OF PROPERTY SITUA TE 4�ffye � rT��R SQUTHQLD TOWN OF SOUTHOLD 1 : Submission to DOB 12/07/2023 SUFFOLK COUNTY, NEW YORK \, no. : to whom issued date S.C. TAX No. 1000-50-03-07 SCALE I"=30' ISSUE Fuc pT MAY 30, 2023 c' au° 4� AREA = 29,473 sq. ft. F� 0.677 ac. AL OWNER(S) Iona Kleinhaut&Michael Schreiber FLAG re N 50 Hyatt Road AKA 14755 Soundview Ave. 0 Southold, NY 11971 AL �Q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM d- EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LIXY6 NES ARE SHOWN THUS:XX-———-XX _ ``J f•••/// FLAO#5I CPAFt. - WFLOOR l IW. - t0°OF WFLi. aw - e0TTOM OF WALL ro LI 4a r g AL.I � f FLAG gx 451 �s.'� tits. AL �,, ��� •22 � � �Qgdq'�A� ,,0.`-;� ,\ ,.ss.1 J�c`� a`ts�c �l�©�, a�a�e�e�PG�1 r� Kleinhaut & Schreiber Residence `'T� e. 50 Hyatt Road o 'P" a j aka 14755 Soundview Ave. Southold, NY 11971 ? `\{ � X '�aT' -t'S'�/` Oq< TA'�0 .Ff F J`Y .,,,c ' .�,bII�..{2\ °• �1�• � •+. �v +c hJR9 tn, src� `Pf` y � •o �� x y �,f Block: 03 A44 tLot: 07 - 01 .,�.��o. n a s t a s i i 4�tn,.:�= �- '� architects 1-10l 19, 'r10 Y I/ c5 s0 s Rp°t'� \ � 'w' .z �'1S► �� 321 newark street hoboken,ni 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchltects.com \ NJ license: All 1550 NY license: 021574 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDFBY OR SU L.�.A.SE TITLE E NEW E$DAS ESTABLISHED ANO AAOOPTEb Existing Site Survey ryCs' FOR SUCH USE Be THE NEW YORK STATE LAND TITLE ASSOCIATION /l J J. N.l'.5. Lic. N0. 50467 date: December 7,2023 ,• TO THIS ALTERATION OR ADDITION Nathan Taft Corwin Ill SE TIO SURVEY IS A VNEWT ON OF EDUCATION LAW. scale: . . .. .. ... _. as shown �\ SECTION 7209 OF THE NEW'fGRK STATE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR drawn b / f 5E0 SEAL SHARUE COPY,NOT BE CONS<pE'AfD Successor TO: SkcnleY J, Isaksen, Jr. L.S. y� vp TO BEA YALtp'TRUE 50 BE Joseph A. Ingegno L.S. checked b CERTIFICATIONS INDICATED HEREON SHALL RUN y'.., .. ... DULY TO THE PERSON FOR WHOM THE SURVEY Title SMrVe,ys ^ Subdivisions — Site %ns - COn$truafrOn Layout IS PREPARED,AND ON HIS BEHALF TO THE ,•, TITLE COMPANI,GOVERNMENTAL AGENCY AND PHONE 631 727-2090 Fax (631)72'7-7727 phase: LENDING INS11TUTION LISTED HEREON. ANO ( ) . . .. .. .. ... ..... ... cd TUTION. CERTICAT10NS ARE NOT TRANSFERABLE. TO Tr.E ASST EES OF THE LENDING INSTI- MAILING AnPRESS N OFFICES LOCATED A7 16 THE EXISTENCE OF RIGHT OF WAYS 1586 Alain R ,lame.ort. x NewYork 11947 AND/OR EASEMENTS OF RECORD, IF Jomesprrt, New York 1586 11941 `p ANY, NOT SHOWN ARE NOT CUARANTE£D. E-mail: NCprwin30aol.gom 43-113 G1 00100 REVISION no. description date —.S-4_=46-40 — — — — I tock Deer ence 1 New In Ground Pool 0 6'Stockade Deer Fence 3-0" 3'-011 Pool Eq''ipment 501-011 Approx. rywell L cation o I � 900 sq.ft. I <:� In-Ground Poo co - -- Line c f 50'Rear Yard Setback — -- - - — — - co a 1 Submission to DOB 12/07/2023 i no. to whom issued date . i w Y o I ISSUE LL - ---------- ------- COO 24-0 693 sq.ft. 121-011 U r New Concrete - C/) Steps ( o • New Solid Pavers co OWNER(S) N at Grade o RS) Ln I Iona Kleinhaut&Michael Schreiber 20 0II 50 Hyatt Road AKA 14755 Soundview Ave. J sq.ft. Southold, NY 11971 Hose Bibb - - r --- s ` � -Hot and Old Control 50 i----- '-5 1/2" 12-3 3/4�� v New Concrete Steps and Patio t f I _ „ 1 77 sq.ft. r E- —' Hose Bibb 25'-01, cc _l 23-0 112" E 112" r N New Concr i o Patio C co _ u 300 sq.ft. r Self Closing,Self Locking Gate I r ) C- 7: Hose Bibb- 6'Stockade p y Deer Fence I I O Dri S st C Kleinhaut & Schreiber - -- 83s A. 0Residence Generator 1 0 ` __- ( x New Raised (n _�__ �J Planter 50 Hyatt Road Condensers - II aka 14755 Soundview Ave. r—� :12:-:l::3:/4" t�a_ nc F==-; I so sq.ft. I I , Southold, NY 11971 Y__ q• -35'-0" OA❑ 6'Stockade Deer 93 sq.f_ I Fence Hose Bibb ❑ ; / • New Concrete Block: 03 I Walkway I Self Closing,Self r Propane Tank — V / Locking Gate _ Lot: 07 Under Ground 15'-0" n a s t a s i - ------ - a o Line of 40-''Pn-mary Front Yard Setback N architects Lo r I / o rQ X4 rI w Gravel Driveway 0 I w - 22'-0" 2157 a .�Cj w I I, CD / 321 newark street hoboken,n I j 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com i / NJ license: All 1550 NY license: 021574 Site Plan 1 CD yatt Road - / / r----- / date: December 7_,2023 / scale: .._ as shown ------- drawn by:. vp checked by: phase: _. 30'Right-of-Way ...... .. cd N 41046'40" W 120.59' . Utility Pole P1 Site Plan 2/32"=V-0"'-0" .9 1 REVISION no. description date ... ........ .... . .... 25'-4" 01 41811 -E .. ... .. V E3 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lJ - I I I • I I .. I , I -:•: I I i ::.• I . I T I I : • I r 1 Submission to DOB 12/07/2023 2 I no. to whom issued date . I o I I '• I 331-111 01 ISSUE I I L 1 J I I ; I I - - I — — — — — — — — — — — — — - - -- - - - - - - - - - - - - - - - :::Crawl Space I Below Addition - - - - - - - - - - - - - - - - - - -- - - - - - - - - - OWNERS) Iona Kleinhaut&Michael Schreiber 2 I 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 1 ;. I I I I ••. I • I I I I �.. I ERV F I I I I Crawl Space '. Below Addition ( I r 0 I I � '' I I -•:� I I •:: I I •-- I I •. I I . I ; I New I I I 1 Concrete Footings and I '` Support.See I I Structural I I 22111/2 Drawings I 1 I I I 1 _: E4 I I - 20 20 I i I 2 2 - Kleinhaut & Schreiber Residence 13'-5 1/4" 11'-2 1 l2" y 50 Hyatt Road F; aka 14755 Soundview Ave. Southold, NY 11971 _ - I I '' 0 1 I I I I N 1 Exist Beam to Remain. See Structural Drawings DNBlock: 03 00 AHU AJO CNN _ nastasi I .< architects ¢ - - - - - - - - - - - - - - - - - - - _j I I " " 81 4'-103/4" 8" 4'-103/4" 8.. 51.011 8" 5._0.1 8"01 co f> 2 L - - - - - - - — — — — — ' - - - - - - - - - - - - - - Exist Beam to Remain.—/ NO ' See Structural Drawings I 8-7 1/2" , . T„ 10 C7 ' " 1 Existing a 17'-41/2" 6'-71/2" '" I I ii Crawl Space Vin. C Existing Bilco • '' Existing Door&Stair _ Full-Height °' Basement _ UP I ( 1CR@10' <° ! Water I I Heater C? I «; 321 newark street hoboken,nj 07030 ' 1 t: 201-653-2577 f: 201-652-2577 N i I e II ....: ... .. .. :... ........,.0.... .� :... ... ww1v.nas asiarchitects.com MW Garage 130410 .. .. NJ license: All 1550 on Grad 23-9 1/2" 12-9" 8 10'-2" NY license: 021574 2 2 41� In s3 I I Basement Plan 30 I ;••, I ,••- I I '• I I �•- I S2 I •: I I .• I 30 I � � I I ••' I I I I •':: I _ — — ''. E1 L _jdate: December 7,2023 E. I A20 scale: .. ,. as shown - - - - -� �• - - - -� drawnbY: ... vp 2 2 checked by: phase: ... cd P2 Basement Plan 11/411-1I-011 10000 I I I I I I I I I I I I I I I I — REVISION no. description date p _. j � I ' Patio for New In-Ground ( .. ... Pool 1I 25'-411 r I I 24'-0" T-1 1/4" 8'-4 3/4" --- – (E3 20 - - - -- ------ -- DN 24'-011 I � ( � I Hose Bibb - Hot and Cold Control D4 D4 I _ �-------- fi N I --- - _ ( .. .. .. ..... _ I 71) m_ 7 DN T 32'-11 1/2" 1 1 Submission to DOB 12/07/2023 Utility T , Sink 41 111 6'-01/4" 7'-61/2" U-3 1/4" 5'-11 1/4" 3-1 1/2" ( no. to whom issued date 01 I ISSUE I14'-0 112" 6'-4 1/4" 11-1" -- -- 14 1 1 W11 00 10 10 D3 OWNER(S) 7 7 r I ( Iona Kleinhaut&Michael Schreiber a `r' 50 Hyatt Road AKA 14755 Soundview Ave. 6 a I o_ 10 N Southold, NY 11971 Primary — — — b—] BedroOm Dresser H Se I 106 7 Painted Finish Den Oak Floor _ - Ensu to � , - - F,08 0 ! r _ d 1©7 L N Painted Finish - ! 23'-0 1/2" Q I Tile Floor Oak Floor b Workshop 110 4 steps 'N Painted 5 6'4I 1/4" 11'-111 Plywood Floor - - ` D9 ` - ( —1— 5 - N I I _ 4' 2" 4'0" 4'-10 1/4" 3'-3" 7'-10" `� r 10 N 1 Screen Porch N I . Polished -- -- 11 - - - - - I _ Storage Closet / )-_ Concrete Floor ED Shelves . w 5 5 EX C I E4 N I E2 20 --- l - 20 — — — — — Dg Bathr om W9 r `� 4'-1014 IlPowder a, - -.. ._Tie T --- m 4.5 �� 10 43J4 -23/4 Kleinhaut & Schreiber 91_2n 4 . tl _ -- E oar_ = Tie Floor 5 __ \ 23' 01/ Residence 5 - T _ DID - - o p o0 2 W8 Hose Bibb em 50 Hyatt Road 1 co I 5 Ep Full out Ste Cleaning Pan I 4 Storage o Ref I' „ aka 14755 Soundview Ave. [LiN D9 E i 5 r Southold, NY 11971 .. --- i xI. 1 II I T _ 1 l _ II O II S1 1s II A 30 4 O 1�2" 4' 1J�'- 6 1/ 11 ( Block: 03 \ FE tryway 3 0 2-4 - --5'- New Raised 7'-1 011 i I II I Da ! t 1 `i P anter Lot: 07 —— ----- - - -- - \ — -- —- Step 101 Bench 1 ' — — -- --- --— -- - EP I" b . g D6 Hooks - Ex Dr er I n a s t a s i I Storage O e Flour- --- with i s� ——--- " f � ,.�. - - ,— - � _ = I Under Above F Shelving, i i! o I UP Stairs � !� Hanging I, i =P '� ( architect S I C'') 147 ra r�rR. r '�� Rod I a a,,zflNasher,i it I I i Generator Iµ —'---- -- - - H dreJ ght "W' Step I 't" !j Stack bN L __ Laund N Convection I !— Ri eLine Fn r 12'- 0" D7 D1 tt ,j oven and Dinmg Room ' ing RoomIED 1 � W 1 Cook op I II 105 104 W7 � N T Tile Floor T K Condensers cV i' i; i I Painted Finish Painted Firish -- - �, . I o �i Oak G--� �� Oak Floor44 Garage 2'-4" 4'-3" it 111 D5 1 _7 Under i - I I I k ,I _--- , ,-- 1 11 Ex I inl stair � ! 1 ' I I ( Door&Stair ng o 12 2 Polished N e Storage; rT— — :. �. DW ( I II to Basement 11 Closet t Concrete Floor1) N N {j Itchen . V(�J T I II -- -- -- tag::': /' 4% - Ref. N N " r 103 " r. 1 r, .1LO "9 275T _ tt H mail ht 34' �=ranc(_! e ; I _-_ —_ _Tie oar _ \ 4"Garage , III \ N Slab Pitch Patio = Pera Ri,a c ua' Gapalae el 1, — - EO. EO. I i - �y 1 r g r 1 EX 321 newark street hoboken,nl 07030 Ex J t: 201-653-2577 f: 201-652-2577 : . .r:. ..::�.:':...;,:y:,::... :. ..� ... ......... ::./'. "l'.' www.n .. :::::> :.:::, ..: . . .,.. : .. .:. �.... astasiarchitects.co Ste . . ...,... .:.: m Hose Bibb NJ license: All 1550 cCu 1 \ W2 Existing Stair W3 W4 W5 W6 NY license: 021574 oto Remain 'IV11'-3" 12'-1" 22' 1111 01 s3 r First Floor Plan 30� N s � ( f 1'9" 19'-5 1/2" 7'-0" 7'_0" 71.0 4_g 4001 `P / 8'-6 1/4" \ 48'-0 3/4" 10T T Propane Tank / \ 411 Under Ground Gar am/ D5 / --� Rec chnc II / \ S2 l 1 E1 s a \ A20 date: December 7,2023 scale: ,.. . . as shown 'Sloped — 2' 11 3l4" 18'-0" Z-11 314" walkway to lrawn by: vp 24'-0" 01 Entrance — — — — — — checked by: Patio — — — M., — — — phase: cd P3 First Floor Plan Al 11 00 REVISION no. description date 25'-4" 10 8'-6 1/2" 7'-0" 8'-6 1/2" 21'-0" E3 2 24 20 7 7 1 Submission to DOB 12/07/2023 no. . to whom issued date .......... ISSUE Scupper to Scupper to Rainwater Leader Rainwater Leader OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 0 0 0 0 Open to L.s1 is Li p i I I I 1 I Below 24' 5 1/2 23'-7"'' ' " 12'-3 1 4"01 t 10 6 9 1/4 / 4'-1" i 13'-8 1/4" 91-01 i i I l,: i ( 1 I EX EX i 10 01 EgressC E4 20 I ' j E2 nsuite 20 Rid e Line �', � I , , � 1 I co I I, I I —�-- I I 'I I T i Kleinhaut & Schreiber x , { : i Bedroom - yy_ ' ( Residence r` 201 io$It s. -^ IN ---- I , 50 Hyatt Road aka 14755 So undview Ave. 11 Southold, NY 11971 ty I I Block: 03 SkylighttjAd S 7 Ex Lot• 07 EX C\j C0 N i i I I I I I I I I I I I I ---; - • 1 - -. .-.a .1 } .i- n a S t a s C, I i DNrnae a�seetlQ 2'-10" ' III:I M! I AR M I I I C\1 Erlsuite Bedroom i1 ' ' architect s !' T I 203 r i 202' I I i I tv i it ® f g ' i f t i di e Lin YCt ' per .� f I i Ii 3TO 00 I k ' ; I : ; f Skylight o DN ! I t I , 1 __ --- --- ---- _ , I 7"" m.R.,s uz T co I-1 .- i 3' ----- --_-------------- ( newark street hoboken,nj 07030 — — t 201-653-2577 f 201-652-2577 ao -- - - ,:.. - ::. , 'r Attie Space Above " F E ress 1 1 ve Gara e '' °',,. ;.`. ;:. »: ,: www.nastaslarchltects.com f N ------ — --- ------ EXj'II NJ license: A111550 EX NY license: 021574 lo ol 11'-3" 11'-5 112" — S3 ol 1'9" 19' S 1/2" 1' 11" Second Floor Plan ,30 7 24'-5 1/2" 23'-9" S2 30 Note: Existing Second Floor to Remain 7 Ridge Line A 2 O date: December 7,2023 scale: ..as shown 24'-0" drawn by: vp checked by.- phase: y: phase: ... cd P4 Second Floor Plan Al 12100 I I I I I I I I I I I I I I I I I I REVISION .. . . . .... . . no. description date ... . . ... ... .. .. . ... .. . . .. . ... . ... .. ... . .. . . .... . .. . New Asphalt Shingle Over Gable Roof .. ... . . . ... . . . . . .. ... . a ... . . . . ... 26'-8 112" Ej 20 . . . .. . ... . . ... I , I ? - , 1 --- ( - , _ i , .. I, _—__ II .. . ... .. Rain ea r - (-- t � . i, i --- - - - New Roof Gutter to I 7 L de y; - ---I' - - _ New Roof Gutter to Rain Leader j 'j I , --I I ! 4 ! I( - - f - ; . . . . . .. .,. . . _ ' -- 11 , - - _ 1 j � k I 1 ; 1 - i I 1 " I r I 1 , _ .. . . . . - - C , 1 I . I ;I I 11 t - �. ( ! j N ! I y - - - , i - -I r New EPDM Roofing Membrane over L I . - 1 b DOB 1 i I --_l � : I Su mission to 2/07/2023 " _ - .';—. -_ -J J I Sloped Rigid Insulation � - Y r ... --- �' no. to whom issued date New EPDM Roofing Membrane over — ti I. _ -' .. I- 321-3 1/2" Sloped Rigid Insulation ISSUE - i. i, ---' _ i __ j --- I . ' ) 1 I. I. , i 'I ." - _ ,--,SII j -- - _ 1 I t ('I I 1 1 - - ;I -- - _ OWNERS) 1 I, 4 -- I - ti J I j ( I Scupper Drain to Scupper Drain to Iona Kleinhaut&Michael Schreiber I i,. II . Rain Leader Rain Leader 50 Hyatt Road AKA 14755 Soundview Ave. I i,I II J I - -1 ....i_ i, � I, i Southold, NY 11971 I - I -"- -__ ` "- I -- I -- . .j. I - 1 I I i l �,- 1 1 ;- li I I j I ( I _ c� I r Roof Gutter to Rain Leader - -�:._ - - 1 1 - I - I, i, t 1 .. ti I j1 r- - i -- I z - _ ._1 - - "r Il �I ; - i - I 1 1 - j - I, ! .I. �, I I i 1 1 -- - 1 -- - l -� I : : ; I '' I; i 1 23 7 r .-. ,I 1 1 r i New Asphalt Shingle Roof Y I. f _r - 1 �— - i .. i, I I - i I'I �',,: I, 1 : �, I .1, .., : , '„ 1 1 , i I _ L . a �. , ,„..' 1 .. ._ .. , :.. Exlst,n As halt Shln le Roof - �; ' g p g �_ 1 _ f k i - I I 1 : I 1' 1 } i 1 j I I .... r r,, ..... .. .... ..-.. .. ... _ _ - I (- 7 - _ 1 I I - - - -r , i ' 11 ! ' ' ',,: , i 1 ::i k ! I I --- r - -- 1 i I J r,. _ '(I i . , _ ; 1 ; ! '' E4 : I t 1 1: - I I',; I I; ;t 1 -( _( E 2 t I j 2 0 ti i:,;. � . I , 1 - - a 20 I 1 - ( l - - _,..:,- - yy - - - - f r' .. 00 I . e 1 1 [ T ( - Klei nh aut & S Is chr i .I e ber i ! : -- _ :,,I _ r , 1 1 I 3 1 CO "'I :" : 11 ',, I I Ili i,l,:' �" -. - - . i Residen -- -- - - _ - . „. _ t I Rl i. l 1 1 ce t L . . . I „ r, . 1 I d' 1. J. _ . I I` I - . , . 50 H att Roa __ 1 -t 1 ? i , r r : i _ _Existing As halt Shin le Roof y d : I 1 .I I - - -- - — aka 14 > _. _. _,, — Soundview Ave. - _- , I , r -. :.-.. : : ( l.. I. C ; 1 , . -.. I r. . _ -- " South 7 .__ .. ; . _ _. ,, I - , #, A old 5NY 11971 P j 1 { 'I i y __ IT 1 _ -- x ,. : I; ; 1 , I I 1 1 I 1 . . , .,I :`',v i :': : r', , I„ i i r € `',,, i i ('!'', 4 0 I .. j =- _ ti t n ' I J I L..,'I , 1 r... I I f Fi , - - I i - r -- r I 1 '':f' 'I' k Sk II ht l Y9 1 I I l BIOck: 03 S1 ; ! I L. I 1 i -- f I i i. l I ' t ". I _ Lot; 07 A30 0 1 ( ` 1 ( is l I ! 1", I I: I' f I {I ! na 1 . ] sta i 1 I I" „I S I ! l 1 , ,:. .z, ,_ I -� ;I , -- 1 ! 13 architects " . I t I 1 1 i, , , , „ " - I i , : ; ; 1 I I l i f . 1 .1 I _l. L.. I II I 1 ,; I I i 1 1 ,I l 1 I I I I 1 1 ( — 1 "; - I. i I I , I 1 1 .. i, i I , I I I 1 ,I, 1 {, 'mac T ! , J �'.. - _ _ - f ( ! ! New Flat Membrane Roof . . - ';, C _- i - I I: 1 : I I I �1 r 1 ,_ ( ! 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I ( i - ----------------------- \ 321 newark street hoboken,n 07030 { 1 : �— _- 1 r I I I - -- : ] : L ! -- - -- --- - - --- ----. t: 201 653 2577 f: 201 652 2577 - �: I;_ I 1 1 i,', - i „.: ;. „ 1 www.nastaslarchltects . !; I �� com } t I I 1 1 1 __ ; II license: AI11550 - I 1 , 1 I ,I - - 'i ---- I NJ 1 , 1 Y license: 021574 II ' ' I 1 I I y ! i j I- - N I I ! ;, j T-1 3/4" 25'-10" 23'-T� Existing Roof Gutter to Rain Leader S3 i ?-- r ---- 1 J r 30 1 Roof Plan .. l 11- --- -. i .t I_.I - _! __t --- i _ I 1 1 1. I 7 11 l' 1, I I I , - _ S2 i - r ) I I - j I i ' I 1 I I I I j I T I t I y , I - - I . __- _ I i; 1 I, I o New Roof Gutter to Rain Leader 30 , ( I 11 it I j I }. I I _ Y - I 1 _ - , "r 11 i I! I I t 1 Ii I 1 __ l l dt I' - '' l.. 1 _. -- I E1 a e: ... December 7,2023 I I ( I ? r I -- r (, . I • _.. 1 "f - 1 - - . A 2 0 scale: JI 1 4 �, ...as shown - _._: I I i i1 - !- drawn bY: .. �P .. . ... 26'-8 1/2" checked by: prase: cd P5 Roof Plan I I I I I I I I I I I I I I I I REVISION no. description date 1 Submission to DOB 12/07/2023 : no. to whom issued date ISSUE '10�j .. .......... �::$x:x : XXX Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. 41 01 �W ft W. M: Southold, NY 11971 Existing Asphalt Roof 00 A A N�, ....................... .................. ............. I .. *i:l x: : : .: MEAN HEIGHT x, k. x P. EL. +23.08' A.. p, W A.. I �x ... .......... 1211 :::lX::. X, 711 New Asphalt Roof ................... .. .... *9 W N M% Existing Gutter W Match Slope to U/S OF 2ND FLOOR CEILING wi Existing Roof X _X EL. +18.83' Existing Rainwater Leader U: :111 New Gutter b X LO co C\j x: onzon a ar ie lxxx Xx�l C\j 2ND FLOOR F.F. X: 1 0 EL. +10.831 �i XX ........... U/S OF 1ST FLOOR CEILING EL. +9.83 x FA i�4 ein au c rei er ................. U X ::3� .61:1 e Y: 50 Hyatt Road f j E, �W3� CW X: W ::X ............. j::. aka 14755 Soundview Ave. 1�0 X :::x IM Southold, NY 11971 water I': XXXXXXX "R N X .......... ...... W XXXXK.;,� X Xll:�::X!X:: ................... 1 ST FLOOR W �,X:�XXXX:XM !Sn F.F. 4 EL. +1.92" UNIN Mi.: K� i :,XXX, Ali,: X: GAR o W XXXi AGE FF. X"'. :W, X" V &A, Block: 03 %; 0.17" Lot: 07 A GRADE - Horizontal Vinyl Siding EL. +0.001 Garage Door House Main Entrance n a s t a s ( E 1-� ront Elevation a r c h i t e c t s 1/411 1 1-011 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 wwvv.nastasi architects com NJ license: All 1550 NY license: 021574 F_ �Lr,0F2,NClFLnC.RCF1 ING LW Front Elevation FD �IN�,FK�R F F I L o U_/S,0F,1,2T FLOOPCELING 0 0 a) _0 date. 7,2023 < 0) scale. asshown drawn b Vp 1,LITFl I FT > < 0�IFAjFiF I checked by: phase:. 0 cd Front Elevation - Sky Plane H A201 000 REVISION no. description date 1 Submission to DOB 12/07/2023 no. to whom issued date ................. .. ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 12.. h �♦ � ` ' \ Existing Asphalt Roof s MEAN HEIGHT h ' ♦ \ ` a T EL. +23.08 ♦ : \ ♦♦ ; co h. , i n, , N P LO V »» „ Sloe Existin N U/S OF 2ND FLOOR CEILING r- : , ein chreiber _ EL. +18.83 . .. <. ,.,. .. A ,. ,: ♦. .� „�,. .... ..... .... .., ..,.. ..., „... .....: .. .... .. ',....,,,, �: R.F. ,.. ., , .. ... ...:',�. , esi enc e \. EX a P ♦ E a oa : ♦ \ s •c xi s. .„ „.,,... ........ . ..... .... . ... �.,„ .. , ... .. .. / ,,,.E , '„.:. XX �♦:.:.. ;: 3 ` �: :�. :, ;„ env A <'� "i� bf. :. .:. .,;: „ ,:.: \ ♦ .,.: „ p Southol NY 11971 60 9o-%^ , Horizontal Hardie Sidi 4 , 9 � n r , ♦, ; \ * ; ,> Coa” \< C\j ,. ,, jk 2ND FLOOR F.F. ' — — 3 Block: 03 o EL. +10.83 ♦ 't*r..�. ,mom,. 0.,$ h i a ^ ` a a ♦♦ :> ” Lot: 07 U S OF 1 ST FLO OR CEILING \ % ;3 I \ ` , X. � . a ♦ "\ +9.83 EL f , Q; x n3:, / _ n ;• W ' \ \ ♦, , . : ,,:, V�rtIC�l;l-l.�lTd1e.�Id1>'1 , H 3 \ a. ,- architects Horizontal Hardie Sidor2. „ , , r r , b , , ante , ;? r , Ne : ............ ..:E a. ..... h .., .. ., .,. ...,.. ...... ..Xt ,.... T ., n ....... ..... ... ... ... i. l ..,..... .. .:... 'tit , .... r. .. ..., .,: .,:. .. :.:.. :: ..::, ::::: ......,",,: :., .:. a ♦ .�.,:, ::::I ) > h. , , R,. :Exi ...... ..... ...,,. ..9 .. , , ... ........ , „ ...,... . st{ oor for ,. : ... ' „ 4 ...a. .. , ..... .... R. a x� ... .......,. .. :::. ... . .. ....... ..: ......,,.,. ....,.... ........ ....:�»,:: , .......... : .„ .lac:, , Basement Access fi .�.. .... „: .. ... .... : .♦.. ♦ ,... . ... � :,r � 1 ST FLOOR F.F. , , k _ EL. , +1.92 , �s » _ GARAGE F.F. 7 EL. +0.17" OF GRADE ?t57b Q EL. +0.00' 321 newark street hoboken, nj 07030 t: 201-653-2577 f: 201-652-2577 WM.nastasl architects,com NJ license: All 1550 NY license: 021574 9 �4 East Elevation date: December 7,2023 scale: as shown drawn by: vp checked by: phase: cd E2 East Elevation 1/411=1 -oil _ A202100 REVISION no. description date 9 y 1 Submission to DOB 12/07/2023 no. to whom issued date . ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 f Existing Asphalt Roof — � f f MEAN HEIGHT _ _ EL. +23.08' C° > Existing Gutter to Rain Leader 1211 _ ± 711 New Asphalt Roof Match Slope to Slope to Match Existing Existing Roof Kleinhaut & Schreiber U/S OF 2ND FLOOR CEILING �EL. +18.83' Existing Asphalt Roof New Scupper to Rain Leader I \ / New Scupper Residence o am , Vertical Hardie Si t R ar ie Sidin 50 H att Road : ,,;. Honzontal H d t \ a a un vle 0 , a , , k 2 24 r a 60 Asphalt Roof _ New As ;r: ::;: .:..: „ ,• �. ":: ,:: �..: New Rain Leader F.F. 2ND FLOORN � : , 3 O .. ...,,... . ... '�,\. EL. +10.83 v\ X.U S OF 1 ST FLOOR CEILING New Gutter ,:. . .... , 1 , I t EL +9.83 $� n \ a s t a s New Rain Leader _ \„ - k• C? X. \ \„ c� / / { hit t , r ... ..... \ .... ..... ..... .... \. ... .... i.... ... ...,.. ., O ,. . , � :.,.: a.: D4 D4 ».:. \ Porch, { ,. P O ti / ew . ant r.. . . . M. : . r , ....., ..�\.... y. ,, .. .. ... .,.......... ......... v ... ... ........ .,....: 1 y v j� , , G yk .9. ..,... .. ., .E .. .. .... .......... ... ... ....,. ..,,\.... t ,. V .i al.l� rdie,�v n ' X. ,. End �.. \.. z _ y Vertical ardie S , ... , , ,.. .. ... , . >+- , f I £ B and :. ,. ..: ,»;, , � 1ST FLOOR F.F. : .,.: .E . ...,. „ „ . , >:, ;„: ;4� To EL. +1.92 co \ r GARAGE IF 77 , EL. +0.17” GRADE EL. +0.00' Living Room Rear Primary Bedroom Rear Studio Rear Door Studio Rear Door Entrance Entrance 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects com NJ license: All 1550 NY license: 021,974 Rear Elevation date: December 7,2023 scale: as shown drawn by: vp checked by: phase: :N cd E3 Rear Elevation A203 , 00 REVISION no. description date .... . . .... 1 Submission to DOB 12-/07/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave, Southold, NY 11971 Existing Asphalt Roof 1211 7" X� Vertical Hardie Siding X ::X;:: 1:X: X: ::X: x:: MEAN HEIGHT x:XX X": EL. +23.08' X XX ... .. ..... V.- x" pq; m.- ;,N.:. . - 'W ... U:: � , � .:I —�g:vii ix X V. 2W., -.11: . - �,. M, , :::Z:- .. . . w wn t mw ..'x": g. W L9 . ... .... F M. MXi M.W, P 1:3 Wo. N: 'K ft -ii9ii M. .d M. N M W., xxx 0. x—M. M K� ........... N "'M lnl: .... .... ....... .. ........ o.- W, MM:X.MMM� .ON N a::.rX..,j;R a W mov. 0 Ng i1.1:1 gii:ii% a, - *. *� �i� . �.:-,W� .......... VIN ............. .1.1X 1; U:im'.. .. .... M. mn: —XW -0 M. ........... 0: m:%:i U/S OF 2ND FLOOR CEILING 0 �K$ ........... w a V, ::. "EXXX.& M M. EL. +18.83, -*.g .. ... . . ..... . .................. ............... :ig� ff w RN .... ..... ... R:X.: iP g N ... ....... ........... X Kleinhaut & Schreiber [ A "M -.0. W--z -W, W,:X .:,,1. i::*X ...... QX . N w Asphalt Roof - :W/ .1k. X . . .. Residence New Gutter ,*R '!'��v -W- : .11"W'.... , a.. N �� -W. .", X!, % 0: wx W1. Slope to Match Existing IXX 11:1 50 Hyatt Road & .0 X - A M OD . .... ..... :x.. X ....... x ...... ....................... ... aka 14755 Soundview Ave. .......... X". U.. R R:i� x. 1: :X X: C0 2ND FLOOR F.F, 11V -1117—EL +1083 C) 71� New Rainwater Leader M U/S OF 1ST FLOOR CEILING j�:: X x: :XiN EL. +9.83 r7W X: T. W i!::�: X :X: X ............... j 1 ST FLOOR F.F. EL. +1.921, nixi. 11 M:: "X. ..X n GARAGE F.F. E�L +O.'l 7�" � GRADE EL. +0.001 Garage Side Entrance 321 newark street hoboken,nj 07030 t� 201-653-2577 f: 201-652-2577 vwm.nastasi architects,com NJ license: All 1550 NY license: 021574 West Elevation date: December T.2023 scale: asshown drawn by: . ... .... vp checked by: phase: cd West Elevation A204 , 00 REVISION no. desdription date ... .... ... .. .. — 1 Submission to DOB 12/07/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 — EX -I, MEAN HEIGHT _ EL. +23.08' io 0 � 2 N U/S OF 2ND FLOOR CEILING ( DlA3 EL. +18.83' Kleinhaut & Schreiber _ B ' — Residence 50 Hyatt Road o Ex aka 14755 Soundview Ave. co Southold, NY 11971 r EX = I N ' N 2ND FLOOR F.F. Bedroom Bedroom C) EL. +10.83' Block: 03 U/S OF 1ST FLOOR CEILING I Lot. 07 EL. +9.83' . r o n a s t a s i r N I = architects I T _ ib I D 3 I 80 1STFLOOR F.F. _ _ Workshop III Entryway Hallway tchen Living Room EL. +1.92" GARAGE F.F. - EL. +0.17" — — New oCrawl E E � GRADE M N Space- Existing Crawl Space p, EL. +0.00' co o 321 newark street hoboken,nj 07030 Existing Full Height Basement t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com NJ license: All 1550 4: ;`ES - .c:° NY lice - nse: 021574 Section Looking North (Long Section) date: December 7,2023 scale: as shown drawn by: vp checked by: phase:... cd s1 Section Looking North 1/4"=1 1-011 — ■ REVISION no. description date 1 Submission to DOB 12/07/2023 no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 FX 12" + 711 MEAN HEIGHT — — EL. +23.08' v I U/S OF 2ND FLOOR CEILING — �4 Kleinhaut & Schreiber EL. +18.83' 80 Residence 50 Hyatt Road +1 aka 14755 Soundview Ave. C? B °° Southold, NY 11971 I r - 2 EX T T co I 1111 co N 2ND FLOOR F.F. - Hallwa Bedroom +1 o EL. +10.83' N Block: 03 TLot: 07 U/S OF 1ST FLOOR CEILING EL. +9.83' +i n a s t a s i l architects r � T 91 li �,.:�... EX EX Powder 1 ST FLOOR F.F. — Hallway Room Primary Bat oom EL. +1.92" GARAGE F.F. — — — E EL. +0.17" - - GRADE Proposed `° EX N o r� EL. +0.00' +I Existing Crawl Space +I Crawl Space 777 ,,f::,:<ya. :.<;:. ':R:.>3"•S"+-+i..ht"+Wmi<rs 321 newark street hoboken, nj 07030 t, 201-653-2577 f: 201-652-2577 www.nastasi arch dects.COM NJ license: All 1550 NY license: 021574 Section Looking West (Short Section) date: December 7,2023 scale: as shown drawn by: vp checked by: phase: cd s2 Section Looking West 1/4"=V-0" A302 ■ 00 4 ,4 i REVISION no. : description date i : 0. d. .. .... .. ............. .. W <::: %.. ::•::><';' ' Typical Finish: :,�".. :.. New Vinyl Siding '`'i 1 Layer of 112"Sheetrock Gypsum Panel :F Weather Barrier .::: .:. R-20 Batt Insulation >" n:: ::.. :;. !........... .......... .. Existing Poured Concrete New Poured Wall to Remain-Repair as Concrete Wall 3/4"Exterior Grade Plywood Sheathing yw 9 r .. Req'd ., •ri :..� :;:::. `< : .. g: h :/.'::ly,' .........H ............. ... . . ......................... .. . 4_7 1/4" 8.. 8.. ............ . ........ . . Existing WD Stud Wall ;R-20 Existing Foundation Wall New Foundation Wall 1 Submission to DOB 12/07/2023 ' EX 1 2 Fur-out 2x4 Wall to Match Existing&New 2x6 Walls as Req'd no. to whom issued date ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 7 8 50 Hyatt Road AKA 14755 Soundview Ave. 1 Layer of 1/2" 1 Layer of 1/2" Southold, NY 11971 Sheetrock Gypsum Sheetrock Gypsum PanelPanel .. . ..... ........ . . .. .............. .. . . . ....... ... .. 2x6 Wood Stud 2x6 Wood Stud Existing Wood Stud (-X16"o.c.,typ. (c�16"o.c.,typ. Layer to Remain - 3/4"Exterior Grade 3/4"Exterior Grade 3/4"Exterior Grade Replace as Req'd Plywood Sheathing R-20 Batt Insulation Plywood Sheathing R-20 Batt Insulation Plywood Sheathing R-20 Batt Insulation Weather Barrier Plywood Layer under Weather Barrier Weather Barrier Sheetrock on Interior 7a 8a Vinyl Siding Face Vinyl Siding 1/2"Cementicious Backer Board Vinyl Siding 1/2"Cementicious Backer Typical Finish: &Waterproofing Board&Waterproofing 1 Layer of 112"Sheetrork Tile Finish,Selected by Owner Tile Finish, Selected by Owner Gypsum Panel 2x6 Wood Stud Existing Wood Stud CcD 16"o.c.,typ. Layer to Remain - Replace as Req'd R-20 Batt Insulation R-20 Batt Insulation 11/16" 51/2" /2" 11/16" 51/2" 1/2" 11/16" 51/2" 1/2" 3/4" 1/2" 3/4" 3/4" 73/4" 71/4" 71/4" Kleinhaut & Schreiber Residence Wood Stud Wall R-20 Typical Wood Stud Wall R-20 Existing Wood Stud Wall w/ Vinyl Siding 50 Hyatt Road aka 14755 Soundview Ave. 6 w/WI ood and Vin ISidin w/ Vin I S i d i n 8 8 Fur-out 2x4 Wall to Match Existing&New 2x6 Walls as Req'd R-20w y g y g Southold, NY 11971 Exterior Wall Assemblies Block: 03 Lot: 07 n a s t a s i architects ' . 2x4 Wood Stud 2x4 Wood Stud 2x4 Wood Stud (c16"o.c., typ. @16"o.c.,typ. @16"o.c.,typ. Sound Attenuation Batts Sound Attenuation Batts Sound Attenuation Batts y: Plywood Layer under 321 newark street hoboken,nj 07030 Existing Wood Stud Wall to Sheetrock on Interior t: 201-653-2577 f: 201-652-2577 Remain -Repair as Req'd _ Face www.nastasiarchitects.com NJ license: All 1550 ''. Typical Finish: Typical Finish: Typical Finish: Typical Finish: Typical Finish: 1 Layer of 1/2"Sheetrock 1 Layer of 1/2"Sheetrock 1 Layer of 1/2"Sheetrock 1 Layer of 112"Sheetrock 1 Layer of 1/2"Sheetrock Y license: 021574 ,. N Gypsum Panel = Gypsum Panel Gypsum Panel Gypsum Panel Gypsum Panel 112"Cementicious Backer Board &Waterproofing Wall Assemblies <K _ Tile Finish,Selected by Owner 1/ 3 5/8" 112" 1/211 3 5/8" /2" 112"' 5 l/ /2" 1/2" 1/2" VARIES 4 5/8" 5 1/8" 711 op date:_ „ _ December,7,2023 Existing Interior Wood Stud Wall Typical Interior Wood Stud Wall Wood Stud Wall w/ Plywood Typical Plumbing/Tile Wall scale: as shown drawn by: !!P checked by: phase: cd Interior Wall Assemblies A600100 CU 2022 nastasi architects REVISION — ........... .. ............. . .... . .. no. . description date Existing Floor Assembly New Finish Floor TBD New Finish Floor TBD " "" "" """ -Repair as Req'd. 3/4"PureBond Birch 3/4"PureBond Birch _ Plywood Sheathing Plywood Sheathing :...:::......:.... ..... ..... w ;: or ...: :::< :::: ,.;. ;:>:;::.;;.,,. Existing Wood Flo cr <. :....:.. ... Min. R-19 Joists to Remain- r � Insulation > ` gni' r Replace easRe d � :� : : ;:,;• . Existing Wood Floor Insulation Joists to Remain -- Repair and Make Good D2 New Wood Floor Joists ...... . Replace Existing Gypsum Wallboard ...... . .... . Ceiling w New 5/8" Type-X Gypsum Wall Board Ex Existing Floor Assembly Second Floor/Ceiling Assembly p First Floor Assembly R30 1 Submission to DOB 12/07/2023 <C no. to whom issued date . ISSUE OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 ........... .. ..... ....... . . ..... !j 4"Concrete Slab,4000 psi w#5 �r Wire Reinforcement 4"Concrete Slab, o - 6 Mil Vapor Barrier 4000 psi w#5 Wire c" i _'" " :t .-' Reinforcement 2.1 Rigid Insulation , 1 s',� J R-10 �D , '' , ;� ' r, ,<> ,tt ys ,;' r l a f 611 Crushed Stone 4"Crushed Stone , l Ili l l l Undisturbed Soil I ,� � � IIIA ; � � ISI - , �I I � � i'Ilii J ', Undisturbed Soil d I �; Kleinhaut & Schreiber Residence 50 Hyatt Road Crawl Space Slab Detail R-10 Garage Slab on Grade E F aka 14755 Soundview Ave. Southold, NY 11971 �9 t Floor Assemblies Block: 03 Lot: 07 n a s t a s i Asphalt Roof Shingles architect s Continuous Vapour Barrier New PVC Roof Existing Roof Assembly .`<>.<:` :: >, ;r 3/4"Exterior Grade Plywood ood Membrane Over Repair as Re 'd. :::.•;;:::< �.:,;<:..: ; �, � � � .... Sheathing Tapered Rigid Insulation Rigid Insulation Sloped toloIx t� Y Roof Drain '��'y I Min.3 i 1 .' > .... ,,., 1109/2 TJ1��1 yp, ii + 11 , If n" ':; _ ( f + { I r ` i t 3/4"Exterior Grade �.. �. •..>::;<>:;;.:;�.. ..;:::,�.;�.::. .::: � '• Refer to Framing Plans - �'-�-� -� ++�-} -; ,_,.. i��. )_,-�--++--+ � - / f I y: i...:,,.:.:..:.y.; ��f 9' ywood Sheathing � PI 'n .> Existing Joists to Remain :.:. :Y'..:.::::. ..::,...: tza. Replace as R a W. T / l @16 o.c., T . #.. x �n Refer to Framing Plans r " I O y : :..;,..,. ; ;;::>:::'•;:, r :..' 1 " 121 " 321 newark street hoboken,nj 07030 .::� `: '::;;..,.:>•.;:. :':..<_;'...:�.::< Min.7/ Closed Cell / R-38 Batt Insulation Min. R-49 Insulation t: 201-653-2577 f: 201-652-2577 r<;�::r, �>:: '<.•>.;.>::: :;�;-, � ' , � www.nastasiarchitects.com :::>• : "" New 5/8 Type-X NJ license: All 1550 as;::'..: ; r Gypsum Wall Board NY license: 021574 New 5/8"Type-X Floor & Roof Assemblies Gypsum Wall Board s CP. date:_ .. , December 7.,2023 scale;,,,,, „ . as shown Existing Roof Assemby Pitched Roof Assemby Flat Roof Assembly R49 R-49 Ex drawn by-,A g . V>' -hecked by: phase: cd Roof Assemblies A601 100 C) 2022 nastasi architects REVISION .................. no. description date ........... .. 2'-7 1/4" ........... .... \ '-F 21_011 51-All � 21-0" L L i \ \ , 3'-4" T / T , \ 61-011 U-01' / \ - - _ T T T T I T CV N CV r T cv N N Second Floor = 1 Submission to DOB 12/07/2023 no. to whom issued date ... ......... .......... ................. .. ._.............................. . . .. ... ...............: ISSUE 18 19 20 W21 � 23 24 2'-5'1 ............ ...... .. . . . . ..... ... OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 ....... ... . . ......... . .............. .... . .................. . . ....... N 1001 r L(7 4'-10" 6'-0" 0 3'-8" 1'-2"01 a, Second Floor = 3' 4" 3'-4" 3'-41' 3'-4" 10'-011 3'-4" 31.411 31.411 / / T I ' � I Kleinhaut & Schreiber \ — Residence D 1 50 Hyatt Road C?zo aka 14755 Soundview Ave. L9 L0 \ N / Southold, NY 11971 (0 \ \ \ LO / Block; 03 \ Lot; 07 First Floor - - - - n a s t a s i \ M N N N N architects W1 W2 W3 W4 W5 W6 W7 W8 O 3'-4" 3'4" 3'-4" 6'-0" � 3'-4" � � 3'-0" 3'_011 21.011 01 op 21-6" TPN. ars-► 4 321 newark street hoboken,nj 07030 % t: 201-653-2577 f: 201-652-2577 \ / www.nastasiarchitects.com Co '- NJ license: All 1550 Co NY license: 021574 \ \ T Window Schedule \ \ N \ \ CY) CO \ \ N \ \ \ \ TN C\j N N N N N Co C'] C'`') M CV Co First Floor N N '-' T date: .,., . December 7,2023 scale,.. ., as shown -,4 drawn by: ....yp W9 10 W11 �1 13 14 15 16 checked by: O phase: cd Window Schedule A602100 © 2022 nastasi architects REVISION ................. .......... no. description date .... ....... . 3'-0" 2'-8" 21-81' 3.0 01 3 1/2" 3 1/2" 31/2 3 1/2" 3 1/2" 3 1/2" 3 1/2" 1'4" 1'4" 3 1/2" 1 1 3'-0" 1.6 1'_6" 11-411 1 A 0 0 o 0 0 ... . ...... . .. .... ....:......... ........ .... . .......... ......... . . . Description: 1 st Floor Doors(Currently Description: Second Floor Closet Description: Ground Floor Under Description: Ground Floor Under Description: Screened Porch 1 submission to ooe 12/07/2023 D 12 Second Floor Closet Doors) D 1 3 Double Door D 1 4 -Stair Closet Door D 15 -Stair Closet Door D 16 Door no. to whom issued date Count: 1 Count: 2 Count: 1 Count: 1 Count: 1 ISSUE Size: 36" x 96" Size: 36" x 96" Size: 32" x 96" Size: 32" x 96" Size: 36" x 84" Door Material: Flush Door Door Material: Flush Door Door Material: Flush Door Door Material: Flush Door Door Material: Screen Hardware Type: Passage Hardware Type: Closet Pull (x2) Hardware Type: Closet Pull (x2) Hardware Type: Closet Pull (x2) Hardware Type: Marvin Hardware . ....... ... . .. . . OWNER(S) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 5'-0" 01 10 30 30 3 1/2" 3 1/2" 3 1/2" 31/211 2-10 31/2 31/2" 26 31/2" 3 1/2" 26 26 31/211 V ie 01 0 o � o o � (D �9 �Xvl Kleinhaut & Schreiber Residence 50 Hyatt Road aka 14755 Soundview Ave, Description: Garage Storage Description: Studio Entrance Door Description: Typ. First Floor Description: Laundry/Closet Door Description: Closet Double Door Southold, NY 11971 D� Closet Dg (House) Dg Bedroom/Bathroom D 10 Count: 3 D 1 1 Count: 1 Count: 1 Count: 1 Count: 4 Size: 30" x 96" Size: 60" x 96" Size: 36" x 96" Size: 36" x 96" Size: 34" x 96" Door Material: Flush Door Door Material: Flush Door Door Material: Soidcore Wood Door Door Material: Flush Door, 1 Lite Door Material: Flush Door Hardware Type: Passage Hardware Type: Closet Pull (x2) Block: 03 Hardware Type: TBD Hardward Type: Passage, Thumb-turn Hardware Type: Privacy Lot: 07 Lock n a s t a s l architects 2" 31-6" 2" 3'-2" 3'-7 112" 6-0 112" N 31/211 31-01' 3 1/2" 3'-4" �` N , CV OD \ , r ,' 321 newark street hoboken,nj 07030 o o t: 201-653-2577 f: 201-652-2577 5? ' F ` ti www.nastasiarchitects.com NJ license. A111550 NY license: 021574 Door Schedule Description: Front Door Description: Living Room Rear Description: Primary Rear Door Description: Workshop Sliding Description: Garage Entrance Description: Studio Entrance Door D 1 date:. December 7,2023 Count: 1 D 2 Door D 3 Count: 1 D 4 Door D 5 Door D 6 (Garage) Size: 42" x 96" Count: 1 Size: 41" x 96" Count: 2 Count: 2 Count: 1 scale:.., as shown Door Material: TBD Size: 36" x 78" Door Material: Glass (Marvin) Size: 72" x 96" Size: 40" x 84" Size: 36" x 96" drawn by: vp Hardware Type: TBD Door Material: Glass (Marvin) Hardware Type: Marvin Hardware Door Material: Glass (Marvin) Door Material: Solidcore Wood Door Door Material: Solidcore Wood Door checked, by: Hardware Type: Marvin Hardware Hardware Type: Marvin Hardware Hardware Type: TBD Hardware Type: TBD phase: cd Door Schedule 1/2"=1'-0" A603 , 00 © 2022 nastasi architects I I I I I I I I I I I I I I I I REVISION no. description date 1 Submission to DOB 12/07/2023 no. to whom issued date ISSUE 12" OWNER(S) ±711 Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 A3 2x6 Collar Ties New Gutter Sheetrock Drop Ceiling 4" co +I 40 Lally Column Vented Soffit 4"Concrete Slab New Rainwater N Leader r 0 " Kleinhaut & Schreiber Residence N Welded Steel Base Plate on Footing Residence T 24"x24"x12"typ. Concrete Footing 50 Hyatt Road 4000 psi aka 14755 Soundview Ave, 24" Southold, NY 11971 N O N D3 Typical Footing Detail T Batt Insulation 3/4°=1 I-0" R20 Ba Block: 03 T (2)2x6 Wood Studs — Lot: 07 3/4" Exterior Grade Plywood Layer under Sheetrock on Interior Face n a s Plywood Sheathing v Weather Barrier 1 Layer of 1/2"Sheetrock a r c h i t e c t s N Gypsum Panel Vinyl Siding Workshop D2 PA15 Simpson Strap Every 1 Min. R-19 Batt Insulation 4'-0"o.c.@ Rim Joist(typ.) / 1 80 9 Y TJI 110 @ 16' o.c. (typ.) 0 Protective Membrane �� �',�+ over Rigid Insulation TA Spray Insulation where r Dr Aluminum Coping 1� N Ground Slopes Foundation wall Meets Floor Joist f Workshop way o from all PVC Roof T 5/0 3 in. per 5 ft. t 2x6 Sill Plate with Foundation Membrane Over J. Anchor Straps U-0"o.c. (typical) -y1 157 Q at Ground Slopes Tapered Insulation . Away from Wall atDampproofing"to , . . . R-20 Batt Insulation 5% (3 in. per 5 ft.) Grade New 8"Wide Concrete ^ . Foundation Wall Min.3"Tapered 2x6 Wood Blocking 321 newark street hoboken,nt 07030 Liquid Applied Rigid Insulation New 4"Concrete Slab 110 9/2"TJI @ 16"O.C. t: 201-653-2577 f: 201-652-2577 co Waterproofing Crawl Space Sloped to Roof wvwv.nastasiarchitects com ................." N Drain Min.1/4" 12 Y2"R-38 Batt Insulation ........�..........:.... . E Provide Min.2".Rigid. per 1'0" NJ license: All 1550 rfl Insulation at r• _ 2"Rigid Insulation Rim Board NY license: 021574 • �? Crawl Space Foundation Walls". Provide Min.2"Rigid ... ........ ..... t. `;y'} r• ',`.` ,`La,. - Z:r R-10 Type X Gypsum around Crawl S.p.ac�. . . . . . . . . . . . f '" ..... ............. ...... Insulation at ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g Ceiling (2)2x Wood Studs ....._..................... ................... ....... r Barrier Foundation Walls . . . . . . . . . . . . . . . . . 6W dS d Va o p ............ .... z s- .s :..a— .z> ir' �'r_•r�.'f �•t:,�z;,.Y..f. :rr%. 'r �:.:f.s,.r •,�:: :'r:,, .—r..r..x. '�,.>-,v- .. r: r'7•; .,.b:_r,....•.�.. . ' °> ,.. .a.:.: .. ';,...... :.,.,; .: Granular Backfill" . . . . . . . . . . -.<_._.,�.,.?..,. . .. / 3/4 Exterior Grade around Crawl Space ........ .................... ....... ......... 4"Crushed Stone Plywood SheathingWal I Sections '.� ' 1 Layer of 1 2 ..... ............. ....... ........................................................................................................... 16. . . . .". . . . . . . . . . . . . . . . . . . Sheetrock Y .... ................................................ ................................................................................ ..... ................................................ ................................................................................ Capillary Break.'.'.'.'.'.'. . . . . . . . . . " . . �'.'.'.'. . Undisturbed Soil Gypsum Panel Weather Barrier Details •... ............................................... ... .".".•.•.•..•.•.•.•.•.•.•..•...•.•...• "."...•..•.•..•...•.•...•.•...•.•.•.•.•....•..•.•.........•.•...•........... .......... ........ between Footing.&. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ................................. ............. .. .... .... ........ .... ..................................... g Wall Vinyl Siding ........ :.:.:..:..:.:..:.:...................:..:.:.:.:..:.:............:.:. ...:.:.....:.......................................................................:.:.:.:..:.:.:. R-20 Batt Insulation .. .".....I..............................................." New Concrete" • .......................... ..".. ...... .................................................. ...................... ..................I............ ........ ...."."...."....."... Footing .".•."•.•.•.•.................".................."...."............"", ..."•"•.•.•..•.•.•.•.•.•.•...•.•.•....•.•.................................................... date: D ...................................................................................................................... December 7, 3 ........".........................."......................................""..................................."..... ... scale: ... .......................................... ............ .............................................. 04 Typical Parapet Detail as shown drawn by: vp 3/4 =10 ... .. .. 01 Recreation Room Crawl Wall Section D2 Recreation Room Crawl Space at Grade Section Detail checked by: 112"=V-0" 3/4"=1'-0" phase: cd _ A80000 ■ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 60A 10 60A 10 REVISION DIVISION 25: ELECTRICAL E�PECIFICATIONS MISCELLANEOUS: 32 CIRCUIT32 CIRCUIT no. description date UBPANEL (A) SUBPANEL (B) GENERAL PROVISIONS: BASIC ELECTRICAL MATERIALS AND METHOD EXISTING ELECTRICAL UTILITY 1. All fixtures to be selected by Owner in conjunction with the Architect. OVERHEAE LINES MLO MLO A. Provide labor, materials, equipment and services for complete electrical systems as shown 2. All electrical, telephone, and data/com work to be done in accordance with and conform to the 1 st FLR. 1 st FLR. on these drawings and as required by applicable city, state, and federal codes, including OSHA. "National Electrical Code/2017" including subsequent additions and amendments thereto. Laundry Hall Pay all fees, obtain all certificates. Use new U.L. approved equipment. Include all temporary 3. All visible electrical equipment such as switches, duplex outlets, cover plates and floor-mounted NEW 200 AMP RATED METER Rm. light and power during const) - - �uction. Scope includes light and power systems, telephone outlets shall be installed by competent mechanics in a first class manner. (1 ) 200 AMP BREAKER 2/3 RISER raceway provisions, tests, and power hook-up of Owners equipment. 4. Notify Architect immediately (prior to lighting Installation) of any discrepancy or questions IN CELLAR TYPE MC ARMORED CABLE regarding lighting intent. 1 #6 GROUND B. All equipment and materials shall be installed in a neat and workmanlike manner. 5. Upon completion of work, electrical contractor to supply all pertinent information in electrical panel 200A METER to Architect and Owner. (i.e. which breakers control which circuits/rooms/etc.), a MLO C. All materials shall be of the best quality for the purpose Intended. 6. No floor-mounted outlets shall be connected to lighting circuits. D. Render full cooperation to other trades where work of Contractor will be installed in close SERVICE AND DISTRIBUTION proximity to work of other trades. This Contractor shall assist in working out space conditions. 1. Location shown for service drop and meter(s) must be approved by electric company prior to CELLAR 200A 10 If Contractor installs work before coordinating with other trades or causes interferences, he installation of any equipment. 40 CIRCUIT shall make changes necessary to correct condition without extra charge, 2. Overhead service to be connected through service head on (approved) min. 2" galvanized conduit 311 PVC LOAD 9 ry g g ( pp ) 9 CENTER and must meet all clearances and height requirements of local electric company and N.E.C. (3) 250 KCL COPPER E. For exact location of lighting fixtures, receptacles and telephone outlets, refer to Architectural Drawings. LENSES, LOUVERS AND ACCESSORIES 2" SCH.40 PVC UNDERGROUND FEEDER SCHEDULE: 3-2/0 COPPER 1. All receptacles to be grounded type. Base receptacles to be 1'-2"A.F.F., unless otherwise noted in 0 F. This Contractor shall repair and damage done by himself or his workmen, and shall drawings. 1-#4 COPPER GROUND POOL AREA - ..1 Submission to DOB 12/07/2023 4- #10 ..... ... ... coordinate his work with that of other crafts. All �vork shall be done to the satisfaction of the 2. All receptacles, telephone and cable television jacks to be Lutron Claro - upgrade at Owner's 1 -#10 GROUND no. to whom issued date Architect. request. (where installation is within an existing room, match style of existing equipment- upgrade ISSUE at Owner's request). 1" PVC CONDUIT G. Keep conduits and other openings closed to prevent entry of foreign matter: cover fixtures, 3. All wall switches to be at 42" A.F.F., unless otherwise noted in drawings. 1 GARAGE LIGHTS & OUTLETS equipment and apparatus and protect against dirt, water, chemical or mechanical damage, 4. All switches and to be Lutron Claro, all dimmers to be Lutron Diva - upgrade at Owner's request. 4- #10 GROUND g p al acceptance. Restore to original condition 5. All wallplates to be Lutron Claro, unless located in Mechanical, Storage or Utility Rooms. GROUND 2 1 - #10 GROUND OWNERS) before and Burin the construction period until fin an fixtures, apparatus, orequipment dama a rior to final acceptance, includingrestoration 6. Contractor to provide all switches, receptacles and wallplates U.O.N., Color: Lutron Satin Color. WATER MAIN #4 COPPER Iona Kleinhaut&Michael Schreiber y g p p p p #2 COPPER 3 1 PVC CONDUIT 50 Hyatt Road AKA 14755 Soundview Ave. of damaged shop coats of paint. Equipment shall be delivered and stored at site, properly 7. Contractor shall be responsible for all electrical connections for the kitchen, bar and laundry = Southold, NY 11971 packed and crated, until finally installed, appliances. 0 LIGHTING CONTROL 6 - #12 H. Upon acceptance of Contract, Contractor agrees to guarantee all his Work and equipment ALARM AND DETECTION SYSTEMS BOND CLAMP 1 - #12 GROUND for a period not less than one (1) year from date of initial operation. Manufactured equipment 1. Smoke detectors shall be required on every floor including the basement, in the immediate vicinity %" PVC CONDUIT shall carry full period of manufacturer's guarantee and shall not be less than one (1) year. of the bedrooms and in each bedroom. The detectors shall be wired so that the actuation of one alarm will actuate all the alarms in the dwelling (IBC 907.2.10.1.2 and 907.2.10.3). Detectors I. Contractor shall maintain such limits of insurance as directed under General Conditions. shall be supplied with a battery backup in case of AC power interruption (IBC 907.2.10.2). ° ° ° a ° GROUNDING NOTE: a #411EBAR Q ANY REBAR FORMING A CONTINUOUS LENGTH OF 20FT OR MORE TO BE GROUNDED ° J. TEMPORARY LIGHT AND POWER: INTERCOM SYSTEM & LOW VOLTAGE SCOPE OF WORK USING BOND CLAMP AND A#4 COPPER CONDUCTOR TO GROUNDING SYSTEM. THIS 1. System to be determined by the Owner. INCLUDES THE POOL AREA. GROUNDING TO BE INSPECTED PRIOR TO PLACEMENT OF Provide and fully maintain all facilities for temporary light and power within the construction CONCRETE FOOTING. area during the entire building period, for safety of personnel, utilizing the electric service in the area as arranged with the building Owner and Public Utility by the Electrical Contractor. Electric Riser Diagram K. RUBBISH: NTS Lighting Legend Symbol Description Location Kleinhaut & Schreiber Remove all rubbish from prernises as often as necessary or directed. All work and equipment Residence shall be cleaned to the satisfaction of the Owner before turning same over to the Owner. R1 Recessed Light 1 Hallways, Bedrooms, Bathroom, Kitchen 50 Hyatt Road LIGHTING FIXTURES: 1. ALL WIRING TO BE PER THE 2014 NATIONAL ELECTRICAL CODE. ELECTRICAL SYMBOL LEGEND R2 Shower Lighting Waterproof Shower Lights aka 14755 Soundview Ave. 2. ALL COMMUNICATION WIRING TO COMPLY WITH SECTION 800 OF THE 2014 NATIONAL ELECTRICAL CODE. S1 Bathroom Sconce 1 Primary Bathroom Sconce Southold, NY 11971 A. Install all fixtures as indicated on drawings and provided by the Owner. Fixtures to bear label 3. ALL INTERIOR WIRING TO BE NON METALLIC (NM-B) BUILDING WIRE. DUPLEX OUTLET 4THERE ARE NO FIRE-RATED RECESSED LIGHTS REQUIRED FOR THIS PROJECT. S2 Bathroom Sconce 2 Guest Bathroom Sconces . of Underwriters Laboratories and be installed true and plumb, left clear and free from grease DEDICATED DUPLEX OUTLET and fingerprints. Li Lighting fixture installation to be complete with all necessarymounting 5. SEE ELECTRIC PANEL DIAGRAM FOR LOCATION OF ARC-FAULT INTERRUPTERS (AFCI) FOR ALL 15 AMP AND S3 Bedroom Sconce Primary Bedroom Sconces g g p g 20 AMP CIRCUIT BREAKERS. LOCATIONS AS PER NEC 210.12. REF` MAY INDICATE SPECIFIC APPLIANCE. COORDINATE Block; 03 hardware, lamps, ballasts, starters and other necessary equipment. 6. ALL RECEPTACLES SHALL BE TAMPER PROOF TYPE. LOCATION WITH MANUFACTURERS REQUIREMENTS W1 Automatic Lights Primary Bedroom Closet Lot: 07 HALF SWITCHED OUTLET D1 Directional Lighting Main Living Area Directional Lights, n a S t a S SWITCHED HALF OF DEVICE SHALL RECEIVE BLACK Positioned on Pitched Ceiling between architect s COLOUR-CODED RING Joists © HARDWIRED DOOR BELL EMTEK 2461 WITH MATTE BLACK SMALL RECTANGULAR D2 Directional Lighting Entrance Foyer Lighting for Art Piece ROSETTE F1 Pendant/Fixture 1 Dining Room Pendant ti F2 Pendant/Fixture 2 Guest Bedroom/Den Main Lighting r ' Q HARDWIRED DOOR CHIME SPORE RING REAL BELL DOOR CHIME IN POLISHED CHROME Fixture f F3 Pendant/Fixture 3 Guest Bedroom Main Lighting Fixture I THERMOSTAT ECOBEE, SUBMIT APPROPRIATE OPTIONS TO ARCHITECT F4 Pendant/Fixture 4 Kitchen Island Pendants FOR REVIEW F5 Pendant/Fixture 5 Front Entrance Pendant 321 newark street hoboken,nj 07030 E EXHAUST CONTROL L1 Workshop Lighting Workshop Lighting t: 201-653-2577 f: 201-652-2577www.nastasiarchitects.com L2 Basement/Garage Lighting Basmement/Garage Lights NJ license: All1550 license: 021574 SD HARD WIRED COMBINATION SMOKE CARBON MONOXIDE ALARM NEST PROTECT L3 Linear Light Art Storage, Laundry Room L4 Under Shelf Lighting Kitchen, Under shelf lighting for Kitchen Countertops Elecrical Notes, Panels SINGLE POLE&DIMMABLE *–$ $D Riser Diagram 3-WAY&3-WAY DIMMABLE —$3 $3D SWITCH DECORA PADDLE-TYPE WITH SCREWLESS COVER PLATE T1 Workshop Lighting Workshop Lighting Track g 4-WAY&4-WAY DIMMABLE �.,. $4 $4D T2 Workshop Lighting Workshop Track Lights FUNCTIONAL DEVICES INC'ACLCMAGDJ"RECESSED MAGNETIC JAMB SWITCH OR"ACLCMAGSM"SURFACE EX1 Exterior Sconce 1 Exterior $J JAMB OPERATED SWITCH – Non–Dimmable MOUNTED MAGNETIC JAMB SWITCH WITH"CLC212" CLOSET LIGHT CONTROLLER. ALL DOORS AT EACH CORRESPONDING CLOSET SHALL BE CONNECTED TO EX2 Exterior Sconce 2 Exterior date: .... December 7,_2023 SAME SWITCH scale: as shown ELECTRICAL PANEL EX3 Garden Uplight Exterior- Rear Yard drawn by: ... vp EX4 Path Lighting Exterior- Path Lighting checked by: WHERE HEIGHTS ARE INDICATED,HOGHT IS FROM CENTRE OF DEVICE TO FINISH FLOOR UNLESS NOTED OTHERWISE phase: cd EX5 Exterior Sconce Exterior- Front Door Sconce EX6 Exterior Light/Fan Exterior- Screen Porch T3 Living Room Lighting Track Living Room Lighting E001 800 T4 Living Room Track Lights Living Room Lighting I I I I I I I I I I I I I I I I REVISION no. description date I ` � � I i I , .. . .... . CV r I 1 Submission to DOB 12/07/2023 r no. to whom issued date 1 ISSUE I OWNER(S) I y Iona Kleinhaut&Michael Schreiber i u r 50 Hyatt Road AKA 14755 Soundview Ave - ` El Southold, NY 11971 i0 0- ° 21'-8" - f 1 LJ L_J r I I II� I i I - Kleinhaut & Schreiber ' r, �' Residence - - 1 , - I 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 l 1i I I f I Block; 03 ----- -- Lot: 07 I n a s t a s i 21'-7 3/4" -40'-3-1f2" — - — architects I I TO I TP I I 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 www.nastasi architects,com NJ license: All 1550 NY license: 021574 --- Site Lighting Plan date: December 7,2023 _ ___y— -- ---- scale. as shown drawn by. vp checked by: — — - - - — — phase: cd L1 Site Lighting PI n 1/4"=V-0` REVISION no. description date F — — — — — — — — — — — — — — — 1 Submission to DOB 12/07/2023 noto whom issued date o : ISSUE L J L F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � OWNER(S) Iona Kleinhaut&Michael Schreiber `. I 50 Hyatt Road AKA 14755 Soundview Ave. SerVICe I ( I Southold, NY 11971 Lights I I I :. ERV F —1 I ' J J I I A U 21-611 AFF Crawl Space AHU Crawl Space I Power I ' I �:: I I �� I I �•�- I __1N.I I — — — I — — A .1116 .. ..:..::.:..:.:: ......:... I I 2'61' I " Exhaus AFF I I System I Kleinhaut & Schreiber I Residence I I I I I 50 Hyatt Road I F J aka 14755 Soundview Ave, I . I I I 7777 Southold NY 11971 I I LIJ I ±3'-4" Existing E AFF Crawl Space I I 6'-0" 6-0" AHU M C? DN Block: 03 I 21-61' L -� L L3 Lot: 07 J /u(�/ I � — — — AF.F i : � — Il I lam; _ - - - - - - - --- " -. n a s t a s i Ld . ( ' AFFExisting architects I L - - - - - - - - - - - - - - - - - - - I I >; Full-Height Basement vL - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - -�- - -- - &'.:. t3 L3 L3 � TO 1�0 �- I � I I I UP . AOR P 01 %..: M �, ' Water Heater I I€ EP 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 nse Guard _. :. : .. . .. :. .. :. ... :. .. . . . ... :. . .. ... www. �.. ..m ........... ...�.................. . . . ;:: ::::. :.:, .:. :,.. .:.....:: n t h t cts com 1. i.:. ..1: ....v... ...... .A. ...... ..:,::.:.::.:: e Slab on Grade I NJ license: All 1550 Garage I Electric Main NY license: 021574 : Basement Electric & Reflected Ceiling Plan I •" I I •�� I -• I _ _ _ I date: . December 7,2023 J - - J J- - - - - - - - - - - - - - - - - - - = F. scale: as shown - - - - - - drawn by: .. vp checked by.- phase: . . . cd PCP1 Basement Electric & Reflected Ceiling Plan 1/4"=V-0` E 1 01 ■ 00 _ REVISION no. description date I I , New In-Ground - Pool II I � 1 I I i -- — -' DN --- I _ l EX1 O O EX1if I ® ° - - i I f T T ' S611 56 I I -- T1T1 L1.._... — L2 DN T2 T 1 Submission to DOB 12/07/2023 N o I no. to whom issued date T ---- - --- I ISSUE 15'0" 1 AFF AFF AF.F. Electric Radiant ` T2 T2 Heat Mat Under Tile ia . L1 L1 L1 0 EX2 T1 T1 I T2 OWNER(S) Iona Kleinhaut&Michael Schreiber R1 I 50 Hyatt Road AKA 14755 Soundview Ave. 01 T2 I' S3 I Southold, NY 11971 T-2 112" =L1101-01, _ 3'-011 2 1 3'-0" R1 — — R1 — - AFF i >> ... .,.... 10 40 O F T1 ( E s itFt il: I T2 N Bedroom R1 F2 [o pool cover L1 L1 L1 r 19'-9 114" S1 I Workshop 101-011 1 " T2 AFF A .F. r Den/Guest t CDn Bedroom T2 o I 1 u Rlzt' Electric adiant T1 Ili R1 R1 Heat M Under Tile I T2 S3 a j T2 �I r ' D L1 L1 I L1 W. S :::X2 / T EX6 0 �1 1 I R AFF < 1 ' v / N ii� 62I T2 �: o to Exterior I— — — — — o Lighting �I' R1 . I I i 8 � 1 e E, oo 10 o -D Pato , Kleinhaut & Schreiber to Pool6i-6n 6-6n AFF Lighting- See E,00 Residence 311 R1 7'y1',1" I I T2 - I Rt AFF I j EX 7 t EX7 50 Hyatt Road NX. r I o e I ..... .,.`° Exact location,direction aka 14755 SOUndVIeW Ave. :o and number of track sD gi . Southold, NY 11971 f T L1 o _� _ W T Pool 811-11 �_.: lighting heads to be o AFF ' `� determined and �1_ T261 ® AFF T T T4 T4 T T QT,1 i I T2 o T 2T� 5. ( ,NX O„ T TS 3confirmed on site by R1 " R1 8'-0" 4'-011 8'-0" client. I 01 — o C II T o F5 :::X::X:;j:i�:WT 1 _ m I Block: 03 — C �� . . :XXw Entry AFF Livin Roo Lot: 07 —- ,- n a s a s — 1 x l LS F w t` T architects U P F5 I aR Q Mat R;o s u4' o s ra 6'6 g h1 - I abo e g age i l 10'0" 2'-01121 Mm Run`i I, ;;k/`•. I _ AFF :a 4 FF T N i; O i — — r D___ S " Lighting Track -- V f ` I R Dinin installed on face Exs t ° T of collar tie- 11 I I Room � � I �C ndensor 011 6.01 House 0 Laundry I ( Main Entrance 'q''� PC ndensor A L2 L2 L2 I '-- -- to Exterior t l DW I ~ ' Lighting- t See E100 t I I Itc iii PC ndensor EX �9hi t to switch on R1 T T3 %`. i UP and floor I — T T4 T4 T4 T4 I aR� wx. 8-11 / -N .. . . _ -- - -- - - -- --- -- - ----------- — --- ---- - --- -- ------- -- rkstreet hoboken,nt 0703 321 newa 0 Mn,Rualreav4 5'-0" AFF t: 201-653-2577 f: 201-652-2577 FIGara e D staslarc htects.cor www.nastasi n 60 WC NJ license:� All 1550 a L2 L2 NY license: 021574 I Garbage/ I \ Recycling Exact location,direction and First Floor Electrical Plan E / I number of track lighting heads to be determined and 8 0 / confirmed on site by client. l� A F,F, date: ecem _e 7 r 023 scale: ., „ ,. as shown Ext O Ext drawn by: vA checked by:.. . phase: cd RCP2 First Floor Electric & Reflected Ceiling Plan ----------- I 1/411=1 1-011 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REVISION .... .... . . no. description date . ... . . . .. . . ... _. . . . . .... .. .. .. .. . . .. . ... .... ... .. .. .. .. . . _. ... ... . .. ... . . I.. .. ... . ... .. . ... . ... . . ... ... .... . .. I . . .. ..... . .... . ... . . ... .. . .... . . I .. . . . .. . ... ... .. . I. I 1: ...... :... . ... .. ...... . . . I . . ... . ...... . ..... .. ..... . I 1 1 Submission to DOB 12/07/2023 ,: III: I I no. . to whom issued date 1 ISSUE I "I I I I 1-1 I ( I OWNERS) I I Iona Kleinhaut&Michael Schreiber '„ 50 Hyatt Road AKA 14755 Soundview Ave. ( '' Southold, NY 11971 ?' I' I I I i' I I I 1 1 -- > _ l : I I � I i , t' l:. j. 1 I I 4 7 I I � 'I I -i - t I , I 3 I i f ! I i I ::; :.. I I s i .: 8 0 I i s 1 1 1 - AFF ::: A F ' i I •: I I j i €€ 11 0 (J AF AFF. - I' - I, "— o I Kleinha ut & Schreiber ,. I Bedroom Ensulte I Exlstin LI htin toRemam Ex1'ti , I I 9 Lighting s ng Eo Re a n;,l '. . - I I I- ` t. I.i ` l Residence „I f p I I I a s %.;; �- i ------ 50 Hyatt Road I II 44 ..I j ;1 I _I .: 1 !I aka 14755 Soundview ! „ r Ave. ! s 1_ 1 I x `\ I f� Southold, NY 11971 I sD II I l CO 8 O I € AFF I Block: 03 ', 1 _ _ ', i 3 I , i ' t N I :.. .. L :. _... 1 .::' . .: . " `' G : . p + _ I i',; • I 1. ' ' CJ , , ji I III I i , � € nastasi ^__ I . 1 I I I I I I I I I I I I I " -1 ,, f - I , } , ,, a 3p 1 ( I DN I CO i. i I { j - `,! .. :: i. a r c h I t e c t S 0 S itch n 1aR a,Mar Rise81/4 I O c �,' I , i I,'' t j„ firs flao I I Mr,Run 9 7/z' O .3', !<. - ---- 'y.., -t'---• .t ' ,::.... I -'..? }. L_.;\ .. saa ie3 t '3a I SUlte I 'll8 0 AHU Bedroom F.F ? Exlsfing ghung to Remain Sp Existing Lighting to Remain �: :1'',i'' i't "i { :� 1 � f : Pow r ;. — i co -------I 1 : 1 G I y r 1QFF \ _ ._ �. I I i , ' 1I: I I � ( , . i I r i'.� 2�� -5,�I .�i I:q�]. b r I .:j:� ia � .t :1 , ::i ''1 ' ',E + i -' .N�rN " F— I 1 Ii j � I µ• � 11DN i L3 L3 I �t a _ IO M x Rse ,r r I I G4nx ram 3 7/2 - -- - ---- I ', I , f :, I I 1 0 ' I I i , Loll , § j X I �: ;I I - I _� E1 J { ! 321 newark street hoboken,n 07030 : I : 0_:�I I to switch on 5'4° i 11 :I I 1 " first floor I. AFF i.. i. i ; ` G j 1 t: 201-653-2577 f: 201-652-2577 L3 a•: I I': ! www.nastaslarchltects.com L3 : y, a �` 4: ail, 1 , , ¢ ��: V_ — ��--r--1 .. � I _J� t { j I j I I 'I NJ license: All 1550 NY license: 021574 �? I I I L Relocate Thermostat to Hallway Existing Second Floor Electrical Layout i° and Lighting Layout to Remain Second Floor Electric I L3 L3 I & Reflected Ceiling Plan o 8'-7" 6'-9 1/2" 1 8'-711 i 10 01. date: .bbI. December 7,2023 scale: . . as shown drawn by: . vp checked by: phase:... ... cd RCP3 Second Floor Electric & Reflected CeilingPlan �,��1/4"=�V-T��������� El C) 3 , 00 I I I I I I I I I I I I I I I I . .;9 REVISION DIVISION 22: PLUMBING SPECIFICATIONS K. HOSE BIBS: D. All supply and return ductwork, ceiling grilles, diffusers, to PP Y 9 9 P no. description date registers, top grilles, linear diffusers, thermostats, and other A. REFERENCE TO GENERAL CONDITIONS: Unfinished Areas: controls shall be new unless otherwise noted. Mueller Brass Co. #V-1017 or V-1024, 3/4" Size, Ormax Vacuum breaker on each E. Where piping, lights, and ductwork conflict, ductwork shall set up 1. Perform the Work in accordance with the requirements of the General Conditions. hose bib. and down. 2"VCNT }"HXcCW 5tiNNL Y F. Contractor shall submit four (4) copies of shop drawings on all ` VENT STACK - REMOVE B. SCOPE OF WORK: Finished Areas: new ductwork layouts and four 4 cuts on all equipment for WASHER BOX WB-1 ROOF To E"APPLIABOVCABLE GREEN ALL GIRT, CLEANER WIPE wf Y ( ) � RC�{3F wl-IERE ,dFPLICABLE A,PPRUVEO CLEANER Chicago Faucet Co. No. 387 or 952 with vacuum breaker, chrome finish, lock shield approval. STAINLESS STEEL DRAWBAND W1 EVERG1. All work shown on the drawings and in the specifications shall be included under the base cap, removable tee handle. G. Contractor shall submit final air balancing reports prepared b a BEHING BO WATER BLOCK g p p 9 P P P Y BEHiNG E�J{}T bid, except where there is specific reference to exclusion and incorporation in other quotations. reputable balancing organization to the Engineer for approval. EVERGUAPD SELF ADHERED FREEDOV TPO PRE-FORMED L. DIELECTRIC JOINTS: H. Contractor shall carefully coordinate work with all other trades to PIPE Boor C. GENERAL: avoid conflicts. 2"STANDP6PE BETWEEN 18" 48" 4__3 EVERGUARD TPI PRIMER ' EVERGUARD CAULK All domestic water ferrous-to-non-ferrous pipe connections made with dielectric pipe I. All new equipment shall have U.L. Labels. 1. Coordinate Work with all other trades and existing conditions of the job site and maintain or flange union isolating joints to prevent electrolytic action between dissimilar metals. J. Contractor shall furnish and install all new required motors, ,. SEE ARCHITECTURAL required ceiling heights and space conditions. starers, disconnects automatic temperature controls,etc. All - PLANS FDR ROOFING DETAILS Y t"TRAP GENERAL PLUMBING FIXTURE NOTES: controls for air conditioningsystem shall be electric. All control 2. Provide all materials equipment, services labor and tests necessary for complete execution 1. Provide Isolation valves at each new bathroom. wiring shall be by this Contractor, unless otherwise noted. y p � I°�� ,. \ti--SEEFADHERED TAPE 2" TO SANITARY WASTE MA'N -- ;'i; � MEMR RANE of the plumbing work in accordance with the governing codes and authorities. 2. Verify all products and compatibility to field conditions prior to ordering. PIPING INSULATION 3. All items by Owner to be checked by plumber for compatibility before installation. INSULATION D. CODES AND STANDARDS: 4. All fixtures to be supplied by Owner and installed by Contractor. 1. Insulate all heating hot water pipes in exterior walls, crawl spaces, basements and all other unheated spaces. .. ... - 5. All Shower, Bathtub and Shower/Tub divemers to be direct set anti-scald w/integral stops. Washer BOX Plumbin Detail Roof Vent Flashi n Detail 1. All work shall meet or exceed the latest requirements of all national, state, county, municipal 2. All hat and cold supply piping shall be insulated to prevent heat .... ... ... loss and condensation. and other authorities exercising jurisdiction over construction work at the project. 1 Submission to DOB 12/07/2023 MISC. MECHANICAL SPECIFICATIONS: 3. Insulation with a thickness of no less than 1 1/2" shall be no. to whom issued date installed on any space heating distribution piping located outside LOOPED HIGH & SECURELY--\ PAVER, SEE ARCHITECTURAL DRAWINGS ISSUE 2. All required permits and inspection certificates shall be obtained, paid for, and made 1. AIR CONDITIONING UNIT TONNAGE REQUIREMENTS AND EQUIPMENT available at the completion of the work. of a conditioned space. AT ACHED TO UPJBEHIND UrSINK............................ t1TG .................. P.EA CRAW SPECIFICATIONS TO BE CONFIRMED BY THE MECHANICAL CONTRACTOR AND 4. Insulation with a minimum thickness of no less than 34' shallREVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. s/TUBE TOE. TESTS: ge Installed on any service water distribution piping thGt is DISHWASHER1�2"cw SUPPLY 9 reater than 3/4 in diameter. P11 OWNER(S) 2. PROVIDE ELECTRONIC FULLY PROGRAMMABLE THERMOSTATS FORA �j -u,,pEPEECK CLAMP Iona Kleinhaut&Michael Schreiber 1. Before an application for final acceptance of the work will be considered, all tests deemed UNDER COUNTER---. 50 Hyatt Road AKA 14755 Soundview Ave. COMPLETE SYSTEM. LOCATE IN THE FIELD IN CONJUNCTION WITH ARCHITECT. PLUMBING DISHWASHER j��. WASTE SYSTEM Southold, NY 11971 necessary to show proper execution of the Work shall have been performed and completed in rB� cTHEPs) ; • SEE ARCHITECTURAL DRAvnNcs NOTES: 1. The use of lead solder is prohibited on installation of potable ' -1 1�r P-TRAP FOR ACTUAL fr00FIN, CONFIGURATION 1. SEE PLANS FOR AREA DRAIN the presence of an Architects,/Owners representative, scheduling of all testing procedures shall 3. STYLE OF GRILLES REGISTERS TO BE SELECTED BY THE OWNER IN SIZES waters stems. be arranged to suit the convenience of the Architect and/or Owner's Representative. Y FLEX FOSE FROM DISHWASHER DRAIN-'1_1 nl .�o��cceNlsnED BY Fc CONJUNCTION WITH THE ARCHITECT. 2. Contractor to be responsible to check soil pipe height and FURNISHED W/DISHWASHER 1/2"HW SUPPLY GARBAGE DISPOSER 3. AREA DRAR1 AD-1 SHALL BE ZURN MODEL F. GUARANTEES AND CERTIFICATIONS: location and to adjust to job conditions. Irl-SINK-ERATOR 2121-FG WsTH CAST IRON BODY, FLASHING 4. MECHANICAL CONTRACTOR TO REVIEW ALL INTERIOR ELEVATIONS/SECTIONS 1725 R 1, a HR CLAMP � GRAVEL STOP. UNDERDECh 3. Potable water system is to be protected from contamination by .725 RPM, 1�G�J CLAMP, NO HUs OUTLET. cUMP PEcEIVER & FLAT CAST IR014 GRATE 1. All work shall be guaranteed to be free from leaks or defects. Any defective materials or FOR UNDERSTANDING OF DESIGN INTENT OF MECHANICAL SYSTEM. use of back flow preventers, as conditions required. workmanship, as well as damage to the work of all trades resulting from same, shall be 4. All hot and cold supply piping shall have air chambers to Dishwsher Drain Hook-up Detail Area Drain Detail replaced or repaired as directed for the duration of stipulated guaranteed periods. The duration 5. AIR CONDITIONING SYSTEM SIZING, LAYOUT OF DUCTWORK AND OUTLET prevent water hammering. of guarantee periods shall be one year. LOCATIONS REPRESENTS DESIGN INTENT ONLY. LOAD ANALYSIS, UNIT SIZE 5. Sanitary sewer to be connected to municipal sewer system. T AND CAPACITY AND NUMBER OF OUTLETS SHALL BE DETERMINED BY THE 6. Supply and waste line sizes shall conform to the following G. SHOP DRAWINGS AND OTHER INFORMATION REQUIRED: MECHANICAL CONTRACTOR. LOCATION OF OUTLETS SHALL BE REVIEWED IN U.O.N. THE FIELD WITH THE ARCHITECT AND THE OWNER PRIOR TO INSTALLATION. 1. Prior to assembling or installing the Work, the following shall be submitted for approval: Fixture HW CW Drain Trap Vent 6. BASIC MECHANICAL MATERIALS AND METHODS Water Closet - 1/2" 411* - 3" (A) Equipment drawings and scale drawings showing all equipment 6.a. Every room or space intended for human occupancy shall be provided Lavatory1/2" 1/2" 1 1/2" 1 1/2" 2" CONDENSING UNIT CONDENSING UNIT FRAME and piping with sizes, elevations, dimensioned locations and with natural or mechanical ventilation (IBC 1202.4 and 1202.5). Sink 3/4" 3/4" 2" 2" 2" PROVIDE 18 GAUGE Kleinhaut & Schreiber appropriate indication of coordination with other trades. 6.b. Heating system shall be capable of maintaining 68 degrees F inside when Tub 3/4" 3/4" 2" 2" 11/21, GALVANIZED STEEL SUPPORT BRACKET WELDED TO outside temperature is 0 degrees F. COUTER FLASHING ,.. CHANNEL & SECURED TO Residence H. MISCELLANEOUS: 6.c. Coolingsystem shall be capable of maintaining 78 degrees F inside when * ` J ` (J ( f J ROOF CURB WITH LAG BOLT 50 Hyatt Road Y P 9 g 3 PVC pipe may be used if approved by local Plumbing Sub-Code Official JJ JJ JJ ROOFING FELTS TYP. aka 14755 Soundview Ave. outside temperature is 92 degrees F. (COUNTER FLASHING) PROVIDE FOR FOLLOWING- 6.d. Location of fuel supply tanks, meters, main shutoff valves, relief valves PLUMBING FIXTURES Southold, NY 11971 and regulators other than integral appliance regulators shall be approved 1. All fitting, escutcheons, faucets, traps, exposed piping, etc., - Scaffolding, rigging, hoisting. by the administrative authority and shall conform to state and local shall be brass, chrome plated or nickel plated with polished PREFABRICATED SEISMIC EQUIPMENT CURB - Rubbish removal. regulations. Underground containers shall not be closer than 10 feet finish, Contractor to verify final finish selection with Owner. Block: 03 - Sleeves and openings (Waterproof sleeves and flashing through from structures which extend below ground level. 2. Before roughing work is started submit to the Architect complete WOOD NAILER BASE FLASHING Lot: 07 waterproofed construction). 6.e. All plumbing work to conform to the National Standard Plumbing Code figured drawings and cuts of each and all of the plumbing - Caulking, packing and filling of sleeves and openings. most recent edition. fixtures, fittings, trimmings, etc., and secure his approval before ROOF n a S t a S - Shop drawings. proceeding with the installation of any work-these drawings 777777771 t71111777 a r c h i t e c t s - Record (As-built) drawings. 7. DUCTWORK INSULATION: Provide 1 1/2" thick fiberglass duct wrap with foil faced shall show accurately the locations and indicate where - Obtaining all required permiits, approvals and inspection certificates. vapor barrier on all supply ductwork in non-air conditioned spaces and other dimensions on architectural drawings cannot be met. - Guarantee all work, labor and materials for one year following date of locations as shown on the drawings. 3. Provide all hangers, supports, brackets, etc., for the proper E ul tment Support Curb Detail on Roof acceptance. installation of the lavatories, sinks, etc., requiring support- Such �� �► P GENERAL - Verify site conditions at the project site. supports shall be in accordance with the recommendations of O - Access doors for valves. 1. Contractor shall examine the work at the proposed site to determine the existing the manufacturers of the fixtures and it built into partitions or P P 9 ,. - Spare parts and tools. conditions that may affect his/her work. wall shall be set as the wall progresses. PIPES/CONDUITS g II plumbing fixtures to be selected b the Owner in conjunction �rsra Test. Operating, performance and code required tests. 4. A p g y i - Protection of work during construction. 2. It is the intention of the contract drawings and specifications to call for finished work, with the Architect. Refer to the Plumbing Fixture Schedule. BOOT - Coordination with other trades. tested and ready for operation. COVER CLAMPS 321 newarkstreet hoboken,ni 07030 - Cleaning. t: 201-653-2577 f: 201-652-2577 - Adjusting and balancing. www.nastasiarchitects.com f7F1 9 9 3. The Contract Drawings are generally diagrammatic and are intended to convey the NJ license: All 1550 - Identification: Valve tags and valve tag schedules. Scope of Work and indicate general arrangement of ductwork and air distribution NY license: 021574 - Hangers and supports for piping and equipment. devices. - Flashing for drains and pipe penetrations. 4. Material, equipment and stems installed shall meet all eminent requirements of all MULTIPLE PIPE SEALANT Mechanical and I. PIPING MATERIALS: P Y P q CURB WITH SYSTEM PIPING FITTING MISC. recognized approval agencies and all applicable local codes. All required permits WOOD NAILER ROOFING Plumbing Notes, Details including equipment use permits shall be filed and obtained by this Contractor. All ALL SOIL,WASTE,VENT& HUB&PLAIN END,CAST IRON SOIL GASKETED ELASTROMERIC NEOPRENE JOINTS,CAST DRAINAGE PIPING,U.N.O. PIPE IRON SOIL HUB&PLAIN END materials, equipment and workmanship shall be in accordance with the building's ---- ------------------- ------------------- standard rules, regulations and specifications. NO HUB CAST IRON SOIL PIPE TYPE MG CAST IRON COUPLING WITH NEOPRENE GASKET&STAINLESS STEEL BOLTS date: December 7,2023 GALVANIZED STEEL,SCHEDULE 40 GALVANIZED CAST IRON RECESSED DRAINAGE 5. The Contractor shall furnish all labor, equipment and materials for the complete scale: ,,, as shown FITTINGS FOR WASTE PIPING&CAST IRON OR installation of all HVAC including, but not limited to, the following: GALVANIZED MALLEABLE IRON FITTINGS FOR VENT A. All new ductwork shall be kept as high as possible, so as to maintain ceiling heights drawn bY: vp PIPING checked by: shown on Architectural Drawings, SCHEDULE 40 PVC B. New Toilet Exhaust System and LaundryExhaust System shall be furnished and installed Pipe Curb Assemblyphase: ... cd complete with fans, ductwork, supports and controls as shown on the drawings. DOMESTIC WATER PIPING TYPE L COPPER TUBE or PEX WROUGHT COPPER OR BRONZE SOLDER FITTING PRESS.RATING C. New Kitchen Exhaust System shall be furnished with supports and controls as shown on JOINT FITTINGS WITH 95%TIN-5% 125 PSI STEAM the drawings. Contractor shall install Owner supplied Kitchen exhaust fan and hood ANTIMONY SOLDER JOINTS M001 moo where shown on the drawings. I I I I I I I I I I I I I i I i I I I i I I I I i I i i I REVISION no. description date 4"Vent 4"Vent Thru Root Thru Root Roof I � 1 � _T IF— I I I I II I I I II I I I 1 II yO� I I 1 I II I i 1 i I ► I I 11 4"Vent 4°Vent 1 Roof Thru Roof Thru Root Bathrooms ( I I Bathroom Thru Roof Roof J J� II I I I I Roof 1I1 �� 1 > 1 I I I gl a 11 4'OD 4'RD Roof Beyond 1 5 ? It I I I I 1 m U> 4" 2" I m — — — — - - — - - — — J I ~ 44 I 7 I ~ Second Floor 2 I Workshop i i I PrimaryBathroom 2" — — 2„ — — Bathroom I I2- - — 1 I I I I Powder I I I III I I Kitchen 1 Laundry . Submission to DOB 12/07/2023 I I Y Room ( I I z no. to whom issued date ❑ _ 1 � 1 I I I g I I1 1 l co ISSUE . 1 to I I 1.5" 1.5" I 1.5" W I Cf) t5" 1.5" 1 2I 2 _ 1 � 1 1 � 2„1I o U � I m I 2., U j 2„ 4” 1 H 14" 41 F— First Floor 2 1 T77 OWNERS) 2 1 2„ Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. ❑ ❑ I ❑` ❑` ❑ Southold, NY 11971 L - -� z C.0. its (0 To Dry Well rd RS 0� + + COO co U) cn C Cellar C.0. Cellar To Septic Field MP1 Plumbing Riser Diagram No Scale Note: 4" MINIMUM DEEP SEAL TRAP FOR ALL FLOOR DRAINS Kleinhaut & Schreiber Roof Residence 50 Hyatt Road aka 14755 Soundview Ave. Southold, NY 11971 Block: 03 Lot: 07 Bathroom Bathroom Roof n a s t a s i architects Roof 3!4" 314" 1 1/2" 1/2" 112" 1 1/2" 1/2" t/2" 314" 3/4" .. TUB LAV WC LAV WC SHOWER Second Floor Kitchen Workshop crrr 4,. West Yard Powder Room Laundry Primary Bathroom Bathroom 1 1 Rear Yard East Yard �I:BBff- Ti1316B BTB 1/2" 1/2" 112" 112" 314" 3/4" 3/4" V 1" 1/2" i 2" 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 1/2" F1/2' 1/2'11,12` 112" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" 314" 3'4" 1/2" 1/2" 1/2" 1/2" 1/2" 1 2" 112" 1;2" 3/4" 3'4" 1/2" 1/2" I1/4" www.nastasl arc h Itects.corn LAV LAV WC LAV WASHER SHOWER TUB LAV. WC LAV WC TUB/ K.SIN DW SHOWER NJ license: All 1550 1/2 NY license: 021574 First Floor Plumbing Riser Domestic Water Riser WATER44 HEATER 1"DOMESTIC WATER SERVICE Cellar 44 To Water Main Grohe 11 Sense Guard WM Adate: ._December 7,2023 scale: as shown Cellar drawn by: vp checked by: phase:. cd MP2 Domestic Water Riser Diagram No Scale M002100 I I i i I I i i I I I i i i i i REVISION no. description date . — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - I - • I I �•• I I ,. I I I I I I • • I I 1 Submission to DOB 12/07/2023 no. to whom issued date I I I ISSUE • I ' l o I •; I L - II — — — — — — — — — — — — — — — — — — — — — — — — — — — — ® ® I OWNER(S) I I I Iona Kleinhaut&Michael Schreiber Road NY 1114755 Soundview Ave. Southold Fresh Air Return Air ERV --� I .• I I U -1 L done 3 O I c �— I I U I Crawl Space I Q Q Air Handler I � I I .•'. I I ,. ., I I . •. I F _ � -� I •: I � I O ' I I •' .............. I I L Crawl Space , . I Exhaust Kleinhaut & Schreiber I System I I _ I Residence 50 Hyatt Road r I I I aka 14755 Soundview Ave. Pin ° I - - - - - - - - - - - - - - - - - T - - - - - - - - _. :` : :' . '- ' " Nom, :E' Southold, NY 11971 (� I z`; I I u 4'-6" Zone 1'' Air Handler DN Block: 03 ZONE-2 _ ® n a s t a s i Heat Exchan e Lineslet ( I I ;'.. Hyper Heat Invertor Condensors at Grade _ .} To Second Floor architects IL - - - - - - - - - - - - - - - - -� Crawl Space - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — :,: — — — — — — '` ,t - - - - - - AFF AFF i!► - - - - - - - - - - - -- I I : ZONE-3 ryFf �: Heat Exchange Lineset �s-►� Tankless Water Heater � I •_` I I � �� n 321 newark street hoboken,nj 07030 –I - - - - - - - - - - - - - - - - - - I t, 2016532577 f: 2016522577 ZONE-1 I ® ® www.nastasiarchitects.com . I . .. ..... .. . .. . . ... .... .. ....... `::.......:.:........$.. . .S?:..:3'/. . a . .i:: . . .Y' !...:#. Heat Exchange Lineset NK ....moi: �`:.:� �... . ,. 9 . � .....; .. : ; NJ license: All 1550 I NY license: 021574 Basement Mechanical Plan Slab on Grade I :• I I � • I I •.• I I I I ,• I I ..• I I ' date:. . . — December 7_, 3 L — — J scale: as shown I •�•'"• � • � - - - - - - - - - - - - - - - - - _ - - raven — — — — — — — — — — — — — �= d by vp checked by: NOTE: Final routing of ducts and linesets to be coordinated in field Locations of floor and wall vents to be verified on site prior to installation phase: cd P1 Basement HVAC Plan 1/411=11-011 M101100 I I I I I I I I I I I I I I I I I REVISION I no. description date I I I I J i DN I i i � I J I 1 I FLR DF i I ❑ I - ---- , I 9 I I 12-0 i AFF ---- -- 1---- --— DN AFF j 1 Submission to DOB 12/07/2023 no. to whom issued date I ISSUE Electric Radiant ---- ❑ j Heat Mat Under Tile �� o -- r I �[7 ® ® — ® ® I OWNER(S) U- FLR DF FLR D FLR DF FLR DF Iona Kleinhaut&Michael Schreiber ` I 50 Hyatt Road AKA 14755 Soundview Ave. OO Southold, NY 11971 ` 101-01, ❑ 10'-0" AFF AFF I Ensuite Den/Guest I Bedroom ZONE-1 Bedroom I I , ZONE-1 ZONE-1 I Recreation Room Exhaust ZONE-3 Exhaust AF o° High High ❑o Q I _n Wall w DiffL?� XXX 77- U_ rx y Q T 111J \ Electric Radia ! AFFi J Heat Mat Und Tile I J U_ ''11n Kleinhaut & Schreiber I I 10-0 wa � AA�IIAFF. I 711 ® Residence AFF N1A�a ZONE-3 y �Dlffus' I 50 Hyatt Road (�Iffuser � � aka 14755 Soundview Ave. P .. I I Southold, NY 11971 I � ❑ v - :, AFF ' >' ii I I FLR DF I '' I 10'0° Corridor I Return 7 11' AFF AFF Z©NE-1 ) - Block: 03 Exhaust Riser ❑- Lo High Up Entry '` — ZONE-1 :�f 1 ,I .� Lot: 07 o n g/n`j EP �--- — _ \ I I I I I ` ZONE-3 qi-uP I I I architects i 14R @ MF.l,n'J 1 4' I ! Min Pun a,2 q I r X: a. 16'-6" I I _. ;f Lauhd•ry q° — oom A F F J I I❑ Fam'I H e Heat Invertor ------- DN It Kitc n Condens r at Grade V fuser ZON -1 House I 7'_1 n r Main Entrance AF t� Heat um FLR❑F I ON -1 a ��. p p/ I - — — Condensor I I Power I 'l I I 5_ _ X157 a $Q/�i. WP - Ll 1 H dr 4 qM 34' :I '11 r) .5 Utility light IR 1 1 I I I I FF \ UP Q 321 newark street hoboken,n 07030 ??; 14R @Mar.Rse 81/4 ',1 II ::Garage I I Mn.Run 3,a '-11 I Garbage/ I - I I AFF ! - t: 201-653-2577 f: 201-652-2577 Recycling "' Y 9 "":: :':: vim.nasta 1 r s a c s com V. /. a �:.:: hlte t NJ license: All 1550 �—❑ Vent NY license: 021574 O - ❑ / \ First Floor Mechanical Plan 8'-0° I El AFF � \� I 1 date: December 7.,2023 -- - - - - - - scale: as shown drawn by: ... vp _ — — — — — checked by: _ — -- — NOTE: Final routing of ducts and linesets to be coordinated in field I — J Locations of floor and wall vents to be verified on site prior to installation phase: cd - - — - - -- - - - - P2 First Floor HVAC Plan 1/4"=V-0" I I I I I I I I I I I I I i I I REVISION no. description date . ...... . ... ... _. 1... Submission to DOB 12/07/2023 no. to whom issued date AX ISSUE J 12-01' 15'-0" I 12'-011 AFF 1 AFF. ? AFF OWNERS) Iona einhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 ­iix ii 1 Recreation Room Below 1 ( Iil:li ' xi I ' t I i XX Xii AFF i 33 I : i th !'Baroom ; Bedroompi I ! , {.. { Kleinhaut & Schreiber : I - ' } i' ' � _ Residence AF I- 1 a_'V '' _ a _ 1. _ aka 14755 Soundview Ave. I 4 Ij t 14 AL I r- 1 1 I; I i ! L1___ 1 _ _ y... I : Block: 03 1 Lot: 07 ' J , t } na i i I � iI stas I ¢ i I � X. .,b! : - ;:.. ...:. �, :: '� :!�. � �',�k; ..,.. .,,.��.... �..{. f_ �. I„ ,.... ....,i t I t ..-I? ''., .�''�' :,t � (�, I !I I I I', I ( � � I architects I I I I I I I DN ,4R Mar.Pose II 114' jl I I I I I I rva,a s,¢' i -0n © ',, 8 Bedroom i Hyper Heat Inveri:or-Condensors at Grade ZONE-2 Ensuite ,. Bathroom ' � OFF Heat Exchange ineset� . — --- . i X. s-' I — — — — — — — — — — — F. i I fl I a�n s vz ! H }aH yh,0 4• a r { � I fKZ 5 4 1 321 newark street hoboken,nj 07030 \ AFF - - 1 t 201-653-2577 f: 201-652-2577 { i' www.nastaslarchltects,com Storage Room I . t a . Ir NJ license All 1550 i _. : I I, s ZONE-3 . NY license: 021574 Relocate Thermostat to Hallway Existing ZONE-2 HVAC to Remain I Second Floor Mechanical Plan I I I I I date: December 7,2023 scale: ... as shown drawn by: vp checked by: NOTE: Final routing of ducts and linesets to be coordinated in field Locations of floor and wall vents to be verified on site prior to installation phase: cd P3 Second Floor HVAC Plan 1/411=1'-0'1 ■ I I i I I I I i I I I I I I I i REVISION no. description date ... . . .. ... 24'-8" Crawl Space Below Workshop — — — — — — — — — — — — — — — — — — — — — — 8"Cast in Place Wall.•. Beam Pocket I :: I ... ..... - 4" Pilaster I I ,�: I r I .•• j X • . I I � _ Ir 40 Lally Column I 1 Submission to DOB 12/07/2023 24"x24"x12" I ,' I 32'-5" no. to who issued date 11 FTH (typ.) I ISSUE L J 4000 psi Conc. I I : I ... I L - - - - - - - - - - - - - - - - - - - - - -- . — 8Castin'P1 " Wall � I I - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - _ OWNER(S) r\ I I Ci I I Iona Kleinhaut&Michael Schreiber T 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 N r j I co40 Lally Column U 0 I I F 24"x24"x12" .'' I O o I I I FTH (typ,) T N I � J 4000 psi Conc. :..` I Q C'awl Space 0 Below Addition 1109%2" TJI @ 16" o,c. 1109%2" TJI @ 16" o.c. rn I � M�: i � I ,•• I I °° I C,, 40 Lally Column ( ( I I F 241'x24"x12" 3 1 1 x9 ML Ledger I I FTH t 4 2 I YP•) I g 1 7 ' .:. .::: :. y 3 .... ..:c: :F. .. .:. ... .... .... .:. ... .:.. ..,x. .:.:1$. 4000 psi Conc, I — � . . .��.. . ... .. . IN 0? r 2. Kleinhaut & Schreiber Existing#5 Wire Reinforced co 4 Conc. slab 00 Crawl Space fl 60 Residence "-: 000 psi Undisturbed Soil 40 Lally Column I I 231-711 p ( ) 50 Hyatt Road I 2" Rigid Insulation f 24 x24x12 I I r I . •. I , ; aka 14755 Soundview Ave. 6" Mil Va or I I FTH (typ.) 1 7 ,.. �:> N. ::, y. , ,. n. , , ; ;; r;: ... $. :.: P I I I 3/s x11 /s ML > 4" Clean Stone Southold, NY 11971 — 4000 psi Conc. I I : . I . -• I Existing Post'Above ' I T Existing Beam_ _ °N BBlock: 03 T I - - - - - kLj - 0, Lot: 07 X f Existing Beam . Fua:Existing _ I ( I = I i57< - Basement:: n a s t a s i d T I '. . 10 - - J I 7 Platform I �, architects L - - - - - - - - - - - - - - - I I x . r s ast i 'lace Wall: I w Existing BeamWz .. - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - Beam Pocket ' " ' � 8':Cast fn'placo Weil � ' 4 Pilaster 01 I I I To I uP I � �� ' 1rR s�,rc .+. Garage I I nLd 321 newark street hoboken,nj 07030 ® y` - t: 201-653-2577 f: 201-652-2577 N n ..r : .� www.nastasiarchdects com - EXISTING STRUCTURE TO REMAIN NJ license: All 1550 C� I NY license: 021574 «, I #5 Wire Reinforced 4 Conc. Slab 48'-01/2" 4000 psi (Undisturbed Soil) , I 6" Mil Vapot Cellar Framing Plan L — — � I date: . . -1- - - - - - - - - - - - - - - - - - - - - - -F. I . • December 7,2023 - - - - - - - - - - - - - - - - - — scale: as shown — — — — drawn by: vP 25'-3 3/4" checked by: phase: cd P2 Basement FramingPlan 1/4"=1'-0" S101100 I I I I I I I I I I I I I I I I REVISION no. description date o i I --- DN I- i I 241-811 � I I L � I _ N i I 1 Submission to DOB 12/07/2023 1 i � no. to whom issued date A ISSUE 32-2 3/4" I OWNER(S) I Iona Kleinhaut&Michael Schreiber Primary 50 Hyatt Road AKA 14755 Soundview Ave. Bedroom Southold, NY 11971 106 I Workshop 110 TT 1 T U) Den/Guests Ensuite Bedroom T co ~ - Double Height °C 107 108 ! Space p14 3 0 0 Ir UU co r r (13 '— ( 6-9 1/4" 11'-3 1/2" T LL (/" 4"x6" Post to Foundation (2) 1 / xedge 'Bolted to 1 o c !Box am I Bathroom Kleinhaut & Schreiber I i 109 oc U i 23'-711 i Residence � � 50 Hyatt Road : : P view Ave. aka 14755 Sound I Southold, NY 11971 I _ I I I I g 6' 6":Post Existin I Under Flush Beam i Block: 03 Entryway Existing Flush Bearrm 'A' Lot: 07 ---- -- " " - 101 -- — --- —--" -- -" — —"---- wing Ro ': I �; IL' om EP 1Q4: nastasi I uP N architects 34' Laundry , u? IDN _ 102 w „x { 14" Dee TJI 560 Floor Joists @ 16" o.c, Deep Kitcheri m x 2 2x8 Joist - { _ , i 103 S li ht O Opening i tt3 Dining Room .- kYg p 9 � cu - � U ICO I 00 00 i n e -�r ?157 X X � -- - --- -- CV CV I H ,�,., �n„ 34 I II I-t- � I { N N + h � 2 2"X8" JOISt i 14r ,11 up w,ea u< ! — — - \ 321 newark street hoboken,nj 07030 INIn Fiun a,2 '5—< r W Gara e "- F, K., W111 1212 1 y /.. 20www5nastasach?ectscom57 ' ": `' N NJ license: All 1550 111 EXISTING STRUCTURE TO REMAIN 2'1X8° ROOT Joists NY license: 021574 { ( 8'-6 1/4'" 46'-8 112" First Floor Framing Plan date: December 7,2023 scale: ...as shown drawn by: vp — checked by:. phase:... cd — — —I P3 First Floor FramingPlan I I I I I I I I I I I I I I I I REVISION no. description date .. ..... ... . ... .. ... . 24'-101 " 12'-0 1/211 12'-0 1/2" Workshop Below 1 Submission to DOB 12/07/2023 , no. to whom issued date .............. ISSUE 2"x8" @16" o.c. Rafters I 2'1x8" @16" b.c.1 Rafters OWNERS) Iona Kleinhaut&Michael Schreiber 50 Hyatt Road AKA 14755 Soundview Ave. Southold, NY 11971 9 j N 2"x6" Collar Ties @ 32" O.C. co 1/2" Plywood e ery Third Collar Tie ' o I. Bedroom j Ensu€te_ 201 204 !- 4: I I i i- . ,li- - I I I _ J1E xxx I 1 I ;. I a i µ I 1 i it J # I K �nle" haut & Schreiber �- I w € -- - I 1 7 1 iResidence .. . . i - kI 50 Hyatt Road M I aka 14755 Soundview Ave. t I i 4'-0 1/2 I I Southold, NY 11971 cc 0C3V6� 11 II Ensuite 4'-0 1/2. 202 " € ' I€ ! C\j .� Block'I - - 0 3 Lot; 07 m _ " n a a s I I f -f- s 1 I I I IaR�a M�R�sz e 115^ a I i I Mln R::"s,lz ':: . a r c h I t e c t s j dial aghl_34 ;: l X. I N iI i I 11 I I ; i I ( Cti 1j II _ I � I u u u u n n I ,:�y, I �' ., :: � i' s Is,''', , .' I 2 x8 @16 o.c. Rafters 2x8 @16 o,c. Rafters DN _� _ I i . -_. r _. I t M.:Rm 9.17' i' II II II Exposed 2 x6 ollar Ties @ 32 o.c. I � f 321 newark street hoboken,n 07030 II N f I I I � ��`--�- - ''� � — rt {'�� t�. �a ,} ! �'_ '€ � - ..'1 1�`:,j,,: f 1 2 Plywood e e Third Collar Tie i „ T f t: 201-653-2577 f: 201-652-2577 I I I � I � - ft ., www.nastasiarchitects.com N EXISTING STRUCTURE TO REMAIN `' NJ license: All 1550 i 8'-6 1/4" 23'-1 1/2" NY license: 021574 Bedroom Second Floor Framing I 203 Plan I I I date: .-December 7,,2023 scale: as shown 24'-1" drawn by: vp 01 checked by: phase: cd Storage 205 W. P4 Second Floor FramingPlan 1411=1'-0'I S103100 i i i I I I I I I I I I I I I I