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TOWN OF SOUTHOLD BUILDING DEPARTMENT ! � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48987 Date: 3/6/2023,,, www Permission is hereby granted to: Janusas, Andrew 357...Carpenter Ave___ mmµµ _._.µ_ .... . _ ._._. ...ww w_.ww._....e _. .. ..... m7................_...�.. ..... .........._.......-. .wwww SeawwCliff.NY _............................M_ _ __ To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1000 Summit Dr w......t ...... _., ..........._......... . ...........................m._.... _......_.....—___--- SCTM # 473889 Sec/Block/Lot# 106.-2-3 Pursuant to application dated 11/1/2022..... and approved by the Building Inspector. To expire on _.9/4/2024. w_ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,968.00 CO-NEW DWELLING $50.00 Total; $3,018.00 Bu Mng 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 fii� ; /uww, ,sL)kjt ( ldtownn L Date Received APPLICATION FOR BUILDING PERMIT I FA P � � For Office Use Only PERMIT NO. Building tnspctor. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: October 13, 2022 OWNER(S)OF PROPERTY: Name: Andrew & Kristine Janusas SCTM#1000-106-02-03 Project Address:1000 Summit Drive Mattituck, NY 11952 Phone#:(5,16) 376-3626 Email: Andrew@alrigging.com Mailing Address: 357 Carpenter Sea Cliff, NY 11579 CONTACT PERSON: Name:Andrew Janusas Mailing Address: 357 Carpenter Ave, Sea Cliff, NY 11579 Phone#:516-376-3626 Email: Andrew@alrigging.com DESIGN PROFESSIONAL INFORMATION: ..�� Name7homas Murawski RA Mailing Address:3555 Veterans Memorial Highway, Suite ARonkonkoma, New York 11779 Phone#:(516)-818-2604 Email:tomm@holzmacher.com PName:Andrew R INFORMATION: Janusas c/o Al Specialized, Inc ess: 600 Third Ave, 2nd Floor 8-874-0091 Email:andrew@alrl in com 9g g•OF PROPOSED CONSTRUCTION ure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1 1 . 0060 Will the lot be re-graded? @Yes El No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant property Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A this property? Dyes *No IF YES,PROVIDE A COPY. 13 Check Box After Reading: The owner/contractor/design professional is bible for all drahup and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the BoNdfng 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,liar the construction of buildings, additions,alterations or for removal or demolition as heraln described.The applicant agrees to comply with all applicable laws,ordinances,building code, lousing code and regulations and to admit author=ed Inspectors an pnwnl s and In bulldirg(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of theNew York State Penal'taw. Application Submitted By(pr)n .Thomas Murawski RA IIAuthorized Agent ❑Owner w� . Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF r ' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the rr (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of /),a t� . 20 4described otary Public IP µ �:.(Where the applicresiding at do hereby authorizeto apply on my behalf to the Town of Southold Building Department foher in. e Owner's Signature Date ANCEi.�1 J 5 Notary Pudic, State of New York No. -1805502 Print Owner's Name Qu0flre'',r ti+6ssau County Commission ExiAreS Aug.31,2t)� 2 A R 10/14/22022022 Y) e CERTIFICATE OF LIABILITY INSURANCE DAT / 10/1 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 CONTACT Peter Merritt NAME: ROBERT T.KIRKWOOD,INC. PHONE (914)769-9070 FAR Na: (914)769-4706 tAIC,91 Washington Avenue EMAIL PMerritt@Kirkwoodinsurance.com INSURERS AFFORDING COVERAGE NAIC# Pleasantville NY 10570 INSURERA: United Specialty Insurance Cc 12537 INSURED INSURER B: Manufacturers Alliance Ins.Co. 36897 Al Specialized Inc. INSURERC: 600 Third Avenue INSURER D: 2nd Floor INSURER E. New York NY 10016 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 CLAIMS. LTR TYPE OF INSURANCE IN.. POLICY NUMBER MMIDDIYYYYY MMIDONYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 rO CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP LAny one arson $ A DLJ-GL-00000022-02 10/10/2022 10/10/2023 -PERSONAL BADVINJURY $ 1,000,000 d"aI»:N"L.AtriGREGA'fE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY ❑X JECT PRO F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY &NED WNG'LE UMM $ 1,000,000 acc4dont ANYAUTO BODILY INJURY(Per person) $ - B OWNED SCHEDULED 152101-10-37-62-1A 10/10/2022 10/10/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR x, OCCUR EACH OCCURRENCE $ 5,000,000 A x" EXCESS LIAB El CLAIMS-MADE DLJ-EX-00000193-02 10/10/2022 10/10/2023 AGGREGATE $ 5,000,000 DED RETENTION_$_ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N ST TUTE CRH ANY PROPRIETOR/PARTNER/EXECUTIVE E..L..EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A See attached WIC ��---- (Mandatory in NH) E,L,.DISEASE-EA EMPLOYEE If yes,describe under DESCRIPTION OF OPERATIONS below E .DISEASE-POLICY LIMIT $ .._.� DESCRIPTION OF OPERATIONS/LOCATIONS[VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Proof of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex AUTHORIZED REPRESENTATIVE 54375 Main Road/PA.Box 1179 '•,/// Southold NY 11971-0959 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD N I New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Rol"" 41 *m ^^^^^^ 271760479 ROBERT T KIRKWOOD INC 91 WASHINGTON AVE PLEASANTVILLE NY 10570 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER Al SPECIALIZED, INC. TOWN OF SOUTHOLD-BLDG DEPT 600 THIRD AVENUE TOWN HALL ANNEX 2ND FLOOR 54375 MAIN ROAD/P.O. BOX 1179 NEW YORK NY 10016 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE L2503 323-4 395087 10/13/2022 TO 10/13/2023 10/14/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2503 323-4, 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://WWW.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 ANDREW JANUSAS Al SPECIALIZED, INC. (A 1 PERSON CORP) THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 SUR NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1049440783 U-26.3 vORK Workers'Compensation CERTIFICATE OF INSURANCE COVERAGE srnrl: 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 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Al SPECIALIZED INC. 600 THIRD AVENUE,2ND FLOOR 17188740091 NEW YORK, NY 10016 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 27-1760479 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold - Building Department Town Hall Annex 3b.Policy Number of Entity Listed in Box"1a" 54375 Main Road/P.O. Box 1179 71201-00 Southold, NY 11971-0959 3c.Policy effective period 12/9/2013 to 10/13/2023 4. Policy provides the following benefits: R A.Both disability and paid family leave benefits. R B.Disability benefits only. F1 C.Paid family leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F] 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 des d above. - 4?.41 64 Date Signed 10/14/2022 By (Signature of insurance carrier's authodz d represents ive or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 212 355-4141 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 513 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. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board 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 (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) IIIIIIIP11°�°!°!°!°°1°1°111°11°11°111°111111 Additional Instructions for Form D13-120.1 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"1 a"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. DB-120.1 (10-17)Reverse Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT 'I is f, TOWN OF SOUTHOLD August 18,2021 To: Andrew&Kristine Janusas 357 Carpenter Avenue Sea Cliff,NY 11579 RE: SCTM# 106.-2-3 Goffredo,determination of merger request Mr. &Mrs. Janusas: As of today,based on the application,deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions regarding this property,please feel free to contact me at(631) 765-1802. Respectfully Yours, Nancy Dwyer, wits Examiner COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITHOWS Project Name: 1000 Summit Drive Health Services Reference#: R-22-0939 SCTM #: 1000106000200003000 Revision#: 0 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable) for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at (631) 852- 5754, or through the ACA Portal at b.Up Pl= I . In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631)852-5700 between 8:30a.m.and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. VW1IM-016 Page 1 of 2 Project Name: 1000 Summit Drive Health Services Reference#: R-22-0939 SCTM#: 1000106000200003000 Revision #: 0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Satisfactory inspection by Office of Wastewater Management of the sewage disposal system /sewage treatment system. Satisfactory inspection by Office of Wastewater Management of the water supply for the accessory building(s). DOCUMENTS REQUIRED: Four (4) prints of an As-Built plan (See instructions Form WWM-041) "Tap letter" or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer (Form WWM-078) Signed copy of the Operations & Maintenance Contract for the I/A OWTS Completed Application to Register an I/A OWTS (Form WWM-304) Design Professionals Certification of Constructed Works (Form WWM-073) for: I/A OWTS and all related components WWM-016 Page 2 of 2 Generated by REScheck-Web Software Compliance Certificate Project 1000 Summit Drive-Pool Energy Code: 2018 IECC Location: Mattltuck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 245 ft2 Glazing Area 21% Climate Zone: 4 (5331 HDD) u Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1000 Summit Drive 1000 Summit Drive 357 Carpenter Avenue Mattltuck, New York 11952 Mattituck,New York 11952 Sea Cliff,New York 11579 516-376-3626 Andrew@alrlgging.com I NOW! Compliance: 1.Z%Better Than Code Maximum UA: 02 Your UA: 81 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estImate of energy use or cost relative to a minimum-code home, Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In RESchecic,Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. .Envelooe AssembliesPerimeter1Gross AreaCavity Cont. Prop. Req, Prop. Req. o Hot Roof:Cathedral Ceiling 245 30.0 0.0 0.034 0.026 8 6 AGW Main:Wood Frame, 16"o.c. 663 19.0 0.0 0,060 0.060 31 31 x Windows:Vinyl Frame 141 0.300 0.320 42 45 SHGC:0.30 4 , Floor: Slab-On-Grade(Unheated) 56 10.0 0,540 0.540 0 0 Insulation depth:2.0' Compliance Statement The proposed bullding 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 m the 2'016 IECC requirements In RESche rsion: ESch k•Web ori to com y with the mandatory requirement ted In ESc eck Inspection CI cklis '9131A� Name-Title Project Title: 3.000 Summit Drive—Pool Report date: 08/31/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%were addressed directly in the REScheck software Text in the"Comments/Assumptlons" column Is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Sion Plans Verified: Field Verified # Pre-inspection/Plan Review Value Value complies? Comments/Assumptions &� JD g 103.1, ,Construction drawings and s °��`� � ° r + � ��", °❑Complies ,Requirement will be met. Y 103.2 ;documentation demonstrate �� � " "� �� ,� � ❑poes Not [PRl]i lenergy code compliance for the ❑Not Observable ,building envelope.Thermal ❑Not A Ilcable ienvelope represented on .Q�� X a+0 m9/�lX @constructionn drawings and documents. 10ir�d �z&p a r� � 3,1,— ,Constructio � � �m , w a � � �� ❑Complies RRequirement will be met. 103,2, (documentation demonstrate ,� ' ❑Doors Not 403,7 :energy code compliance for [PR3] &plighting and mechanical systems []Not Observable ,'Systems serving multiple ❑Not d°l Applicable fi :dwelling units must demonstrate` ',compliance with the IECC .Commercial Provisions. 302.1, Heating and cooling equipment is Heating: p Heating: A❑Complies ;Requirement will be met. 403.7 ,sized per ACCA Manual S based Btu/hr C Btu/hr Does Not Not CPR2F ion loads calculated per ACCA Cooling, l Cooling: l pw Manual J or other methods Btu/hr Btu/hr ;[(Not Observable I approved by the code official. I S i❑Not Applicable p p b e fl Additional Comments/Assumptions: oa I 1 i Igh impact(Tier 1)mm 2 Medium impact{Tier 2) 3 Low Impact(Tier 3) Project Title: 1000 Summit Drive–Pool Report date: 08/31/22 Data filename: Page 2 of 9 Section plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.].2 I Slab edge Insulation R-value,�I1) Unheated �R-_ 8 R-_ a❑Complies ;See the Envelope Assemblles [F aUnheated ❑Does Not „table for values. i 1[ ; „ i j ¢(3 Ideated 0 Heated ,❑Not Observable i W ;❑Not Applicable M k C M p 402.x.2 Slab edge insulation ft d ft ;❑Complies ;See the Envelope Assemblies [F03I1 $depthpength. a rpoes Not :table wrvalues. ro B ;❑Not Observable i ;❑Not Applicable 303.2.1 A�protective covering is installed �t ❑Complies „Requirement will be met. [F011h to protect exposed exteriorVoN ODoes Not Q Insulation and extends a minimum of 6 in.below grade. k � � � „ + ' k ❑Not Observable fk� � F ❑Not Applicable 403.9 Snow-and ice-melting system � k ❑t;Mompiles Requirement will be met. [F.012]2" controls Installed. � i° � � 1 ❑Goes Not ❑Not Observable " 'U" ONot Applicable 1 Additional Comments/Assumptions; i 1 Hlgh Impact(Tier 1) 2I�ledlum impact(Tier 2) 3 Low Impact(Tier 3) _. Project Title: 1000 Summit Drive—Pool _..._.........._...w Report date: 08/31/22 Data filename: Page 3 of 9 r Section Plans Verified Field Verified # Framing/Rough-In Inspeatlon Value Value Complies? Commerrts/Assumptlons &Req.1D 402.1,1, lGlazing U-factor(area-weighted « U- U OCornp[les ;See the Envelope Assemblies N 40Y3.1, average), F « «❑.Does Not "table for valves. i 402.3,3, I 402 5 & ;❑Not Observable [FR2]1 l « ;❑Not Applicable w G & P k K I « l N Y Y Y 303.1.3 U-factors of fenestration product ^d""" �� t" 1 g wl « � gAUComplies Requirement will be met, [FR4] care determined in accordance �MRk awl � �•, �; � o i , u ❑Does Not « *with the NFRC test procedure or "'AR, ( ]Not Observable « ,taken from the default table. , ONot Applicable « _ ❑Complies 402,4,1.1 Ar barrier and thermal barrier Requirement will be met, I [FR23]1 «installed per manufacturer's r" ," �� � � �° �Yri ����❑Does Not iinstructions. FYI x�m*M },,INYr�,NN m rm "S" ❑Not Observable « { ONotApplicable l 402.4.3 'tFenestratlon that Is not site built � � � �❑Compiles lRequirement will be met, P4 [FR20]1 "islisted and labeled as meriting � �� =r k� : a 11 f 4 �� ❑Does Not 3AAMA/WDMA/CSA 101,11 S,2/A440 " iIrl 1�� , ' s � "(:]Not Observable or has Infiltration rates per NFRC , � � r rrr�r� k �x��' ��� ✓ 400 that do not exceed code � "i " � � 1Not Applicable !limits. r� 402.4.5 IC-rated recessed lighting fixtures *� a r k^ ❑Complies Requirement will be met. �1 -� �k�� ; � ��� � „ �� „� [FR1612 sealed at housinglinterior finish � ��„�� a „IaI ❑Does Not and labeled to Indlcate s2.0 cfm Y ❑Not Observable ” leakage at 75 Pa. ONot Applicable 403 3 1 i5upply and return ducts in attics r Irr,]'' g�r� }, ❑Complies ;Requirement will be met, 1I lir S''',r� 4''"frrr ^� l p rry ^(' s [FRIz] �insulated>=R-8 where duct is (��,"`r�wn�"i� ���' � �� sf „S ❑Does Not k>=3 inches in diameter and> �� re ` irk + f � NR-6 where<3 inches.Supply and r �� 1 a []Not Observable ❑Not Applicable « return ducts in other portions of the building insulated>=R-6 for diameter>=3 Inches and R-4.2 ;for<3 Inches in diameter. 403.3,2 Ducts,air handlers and filterComplies Requirement will be met, r P q FR13131 boxes are sealed with wr riuk�� � � kN :ym� ❑DoesNot k 0 iJolnts/seams compliant with �lnternatlonal Mechanical Code or „: "7 "�, ��N "� ���,❑Not Observable « YInternational Residential Code as ❑Not Applicable i applicable. '� r k� 403.3,5 NBuilding cavities are not used as " r� , ill M ❑Csampl[es ;Requirement will be met. [FR15]3 ducts orplenums. �� �ai' �' �� ❑ �� Does Not ” k n 5 n Y `„N� � yr �,❑Not Observable k p4Y`^'r�fi` � N ebP.❑Not Applicable 403.4 HVAC piping conveying fluids R- R- , ;❑Complies «Requirement will be met. [FR17]2 above 105 QF or chilled fluids « « «❑hoes Not « below 55 OF are insulated to;?:R- « « « ❑Not Observable �3, « ; «❑Not Applicable 8 _ 403 4.1 Protection of insulation on HVAC h � ai l� CComplies Requirement will be met. [FR2411 �plping. � '¢ `i � �k� ;❑Does Not O�^^1Not Observable y u servao ❑Not Applicable d 403.5.3 V Hot water pipes are insulated to p R- « R- :[]Complies iRequirement will be met. [FR18]2 aR-3. w M ;❑Does Not ” ;❑Not Observable « ;❑Not Applicable 403.6. Automatic or gravitydampers are l �' � aryl ❑Complies Requirement will be met. 2' >„ r7w 1 r la >y wy r d5 FR1 ] installed on all outdoor air ��„ �� �� y� Does Not i [ intakes and exhausts. � � �� � 5 i dr FINot Observable , C�]Not Applicable « High Impact(„i"ler 1) 2 Medium Impact('Tier 2) 3 Low Impact(Tier 3) Project Title: 1000 Summit Drive—Pool _ Report date; 08/31/22 Data filename; Page 4 of 9 Additional Comments/Assumptions: r d 6 i a e a fi 1 l)gir impact("i"tes 1) 2 IMedlum Impact(Tier 2) 3 Low lrripact iT'ler3 Project Title: 1000 Summit Drive—Pool Report date: 08/31/22 Data filename: Page 5 of 9 i b Section plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptlons 303.1 ,All Installed Insulatlon Is labeled Complies ;Requirement will be met. (IN13]2 worthe installed R-values la G °b, :y � u,❑Does Not ; N I provided. ❑Not Observable r ❑Not Applicable i 402.1.1, (Wall Insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402,2.5, *.mass wall with at least%of the Wood „❑ Wood ;[--]Does Not table for values. 402.2.6 :wall Insulation on the wall ;❑ Mass I❑ Mass '❑Nat Observable [IN311 lexterlor,the exterior Insulation Steel I Steel ; Irequirement applies(FR10). � I❑ :❑Not Applicable , 1 b f 1 IC qpA M G [ 1 { N b N 1 1 303,2 ,Wall ins - � � ��ulatlon is Installed per =���" rx � r❑Com Ice Requirement will be met. lIN411 tmanufacturer's Instructions. + 3 ❑Does Not Y y i G y „"'hn�,' rr =�� iak" '�� ,��� ❑Not Observable Applicable I FG �..��N�,�„ ��� �,°N .�,`��"❑Not Additional Comments/Assumptions: i 1 High Impact("filer 1) 2 Miedium Impact I1"ler 13 Low impact(Tier 3) Project Title: 1000 Summit Drive Pool Report date: 08/31/22 Data filename: Page 6 of 9 s m Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptlons &Re .iD 402.1.1, lCeiling insulation R-value; R-_ , R- :0 Complies w iSee the Envelope Assemblies 402,2.1, ❑ Wood ;M Wood ;❑Does Not :table for values. 402.2.2, l Steel Steel l 402.2.6 I I❑ I ONot Observable ! [Fill' , l ;❑Not Applicable r ? "' �� 303.1,1,1,,Ceiling insulation installed per ° � t � ' a6 r ❑Complies Requirement will be met, $ 3 * i n d 1 303.2 manufacturer's Instructions. w w ms �� � s' � ❑ ' 1 °y w "N'i� � � � »,�, Does Not [FI2] Blown insulation marked every �� 300 ftp, � � � �"' �b»1n^ �� CjNot Observable r, �s ' ❑Not Applicable 4021.3 ,Vented attics with air permeable �tit��p�� ��� �i ��,� °� �u � �� �C]Complies Exception:Requirement is [F2]2 .�Insulation include baffle adjacent � ❑Does Not not applicable. to soffit and eave vents that p „ � ida t r �extendsoverirulatlon. fry ob »� Vrr� []Not Observable ❑Not Applicable , 402.2.4 JAttIc access hatch and door l R- I R- ;❑Complies ;Requirement will be met, [FIB]' linsulation zR-value ofthe ,❑Does Not ,adjacent assembly. l❑Not Observable } ;❑Not Applicable 402.4.1.2 ',Blower door test @ 50 Pa.<=5 r ACH 50= ACH 50= ;❑Complies :Requirement will be met. [FI17]1 »ach In Climate Zones 1-2,and , X T❑Does Not <=3 ach in Climate Zones 3-8. & I ;[]Not Observable I❑Not Applicable 403,3.3 Ducts are pressure tested to cfm/100 , cfm/100 l❑Complies ,Requirement will be met. U12711 determine air leakage with f ft2 r f a0 Does Not N ,either: Rough-in test:Total l ❑Not Observable leakage measured with a , i a ❑Nat Applicable pressure differential of 0.1 Inch w p I u w.g.across the system Including l ; ,the manufacturer's air handler ,enclosure if installed at time of l ; test, Postconstruction test:Total ,leakage measured with a ,pressure differential of 0,1 inch :w.g.across the entire system , ,Including the manufacturer's air l Ihandler enclosure. _ ” 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 : l ❑Complies `Requirement will be met. [FI4]1 lcfm/100 ft2 across the system or , ftz , ft2 I❑Does Not , !<=3 cfm/100 ft2 without air l I i !handler @ 25 Pa.For rough-in I❑Not Observable !tests,verification may need to l ,❑Not Applicable ! I occur during Framing Inspection, A l ! ! 403.3,2,1 ,Air handler leakage designated a� �"v�w �� r�� a,g, p l q 1 a u ��� � � rt ��'� �„� bit �” ��� � ❑CdSm �e5 Re Ulrementwlli be met. [F124] by manufacturer at<=2/o of �M �i r��ab r`� �i ❑Does Not B design air i g ❑Not Observable p ❑Not Applicable 403.1.1 Programmable thermostats �M � ,� P ',' C.1CompilesRequirement will be met. (F1914 - installed for control of primary ��i ��r ,f " �� ❑Does Not ! heating and cooling systems and []Not Observable Initially set by manufacturer to �� �" Ak _ 'node specifications. `� � ❑Not Applicable , b�" r � 403.�1 ��Heat pump thermostat installed � �� A,�� � �� /���� ""�� ,��w❑Ca,�xmpiies �;Requirernent will be met, (F110] on heat pumps. r� ��, p , � ❑Does Not ! ❑Not Observable ; r❑NotApplicable 403 3 Circu[ating service hot water �� ��' ��� ���� '�,��,� .❑compli'es Requirement will be met. rJ, M 9i flip d' *,P alaW.x ry (FI111systems have automdtic or �"� ti rw r ❑ „r� k. Does Not a accessible manual controls. ❑Not Observable ,° ;� �� „ �"x" ❑Not Applicable 1 High Impact("Der 1] 2 Medium Impact(Tier 2) 3 low Impact(Tier 3) Project Title: 1000�.��.....-__._. _.._.._ .�...........�. Summit Drive—Pool Report date: 08/31/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final!Inspection Provisions Value Value Complies? Commerrts/Assumptions 403 6.1 1 All mechanical ventilation system w"+ � �� � ❑Compiles «Requirement will be met. 2"'. � "6 a h jm ��` �F O r �," +�� " [FI25] fans not part of tested and listed ��,"� �p��i" °� ��,�� �t� �K � Does Not i HVAC equipment meet efficacy and air flow limits perTable ��; r , []Not Observable �gd � a ��� 1 �� ❑NotApplicable : R403.6.1, f, z 4012 Hot water bailers supplying heat � � .� u� : �� ❑Complies „Requirement will be met, (F126]z 'through one-or two-pipe heating 17)Does Not systems have outdoor setbackh� d � i��f vy b r , control to lower boiler water ,n ` �" � t � � ❑Not Observable temperature based on outdoor µ °� �" � �❑Not Applicable 8 Itemperature. � 40153A Heated water circulation systems r" � �a �`" ] tl � Qcomplies (Exception:Requirement is (FI28]2. . have a circulation pump The ❑Does Not :not applicable. .system return pipe is a dedicated return pipe or a cold water supply t N � �� � � ❑Nth Observable ; pipe,Gravityandthermos- ❑NprtApplicable w °syphon circulation systems are not present.Controls for ��A n eu " rirrrf � r l lcirculating hot water system l pumps start the pump with signal for hot water demand within thei ���� occupancy.Controls automatically tum off the pump when water Is in circulation loop is at set-point temperature and no demand for hot water eXISt5 403.5.1.2 Electric heat trace systems �' s l ' ���" � � ❑Complles «Exception:Requirement is � � 1 ❑fires Not pp ]FI29) comply with IEEE 515,1 or UL �� �� � �� [ µ� :not applicable, 515.Controls automatically �� ❑'Not Observable "w adjust the energy input to the ��al:�a�� � ^� '� � � ��� ❑NotA livable heat tracing to maintain the � � �r�l & � ��� ����� � pp desired water temperature in the piping. 403.5.2 Demand recirculation water �,;D'a��� y � �, i �r't ❑Complies :Exception;Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the " '�,�. �" r "�� a � ��❑Not Observable : water entering the cold water ' ,��� �� � aidNotApplicable ; I�Ing to<=104AF. - 403.5.4 Drain water heat recover units i �°� y �} � � �r �� n7Complles ;Requirement will be met. UF131]2 tested in accordance with CSA � n ti � ��� �� t � � wUDoes Not B55.1.Potable water-side pressure loss of drain water heat �ID- Not Observable r recovery units<3 psi for �� , rt� j��� ° � ]� �UNot Applicable individual units conected to one ]� or two showers.Potable water- `� � uµ asidepressure loss of drain water heat recovery units<2 psi for ��� Ii individual units connected toy° � �5 � three or more showers. 404.1 ;90%or more of permanent �� � `�"� � � ❑Complies „Requirement will be met. [F16]1 :fixtures have high efficacy lamps , �r �Y � yryb; ❑Does Not ❑N4°ItflbSeTVable l I3Not Applicable 1 404.1.1 Fuel gas lighting systems have , ,„ �, jComplies Requirement will be met. a [FI23) i a r ���a a no continuous pilot light, ]� N�.1 �«�� ��� ���a��� � ���u❑Doas Not p °CNat Observable i ❑Not Applicable ; 401.E ' Compliance certificate posted, �, �, ❑Complies ;Requirement will be met, NElDoes Not ❑Not Observable ONotApplicable ; k i lilgh Impact(Tier 1) 2 Medlum Impact(T-ler 2) 3 J Low Impact(T'ler 3) Project Title: 1000 Summit Drive Pool Report date: 08/31/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified * Final Inspection Provisions Value Value Compiles? Comments/Assumptions &Re .lo 303.3 Manufacturer manuals for �� -e� „� , ; � �� � Oamplles ,Requirement will be met, [1`I18)3 mechanical and water heating ]Does n Not i systems have been provided. d JP, LINot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact('Iter 1) 2 Medium Impact(Tler 2) 3 1 Low Impact(Tier 3) Project Title: 1000 Summit Drive—Pool _ Report date: 08131/22 Data filename: Page 9 of 9 r r. 5 Energy,,000*V, 2018 IECC LVJ Efficiency Ci s Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): D.q Window 0.30 0,30 Door . . Heating System: Cooling system: Water Heater: Name: Date: Comments p q � G Generated by REScheck-Web Software Compliance Certificate Project 1000 Summit Drive- Main Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,464 ft2 Glazing Area 35% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: p' 1000 Summit Drive 1000 Summit Drive 357 Carpenter Avenue Mattituck, New York 11952 Mattituck,New York 11952 Sea Cliff,New York 11579 516-376-3626 8 Andrew@alrigging.com 4 0 Compliance: 1.5%Better Than Code Maximum UA: 720 Your UA: 704 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. 5lab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, J Gross Area Cavity Cunt. Prop, Req, Prop. Req. Assembly or Perimeter P. Hot Roof:Cathedral Celling 3,287 38,0 0.0 0.027 0,026 89 85 k i AGW Main:Wood Frame,16"o,c, 3,430 21,0 0.0 0,057 0.060 128 134 Glass Doors: Glass Door(over 50%glazing) 125 0.300 0.320 38 40 SHGC:0.30 Windows:Vinyl Frame SHGC:0,30 1,068 0.300 0.320 320 342 Above Garage:All-Wood Joist/Truss 370 30.0 0,0 0.033 0.047 12 17 Foundation Walls:Solid Concrete or Masonry Wall height:8.0' 1,722 14.0 0.0 0.071 0.059 122 102 Depth below grade:4.0' Insulation depth:8.0' 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 RE clrrIton : ES k-Web a d to corn l with the mandatory requl ants lis° -If-the REScheck Inspection Che Ilst, Name-Title Signature Date Project Title: 1000 Summit Drive-Main _ Report date: 08/31/22 Data filename: Page 1 of10 N Y E[I rpV 6 0 Project Title: 1000 Summit Drive-Main Report date: 08/31/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements; 100.0% were addressed directly in the REScheck software Text In the "Comments/Assumptlons"column Is provided by the user In the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that Is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. SectionPldns V'errltled Field Verified # Pre-inspection/Plan Review .Compiles? Comments/Assumptions &Rerq:ID Value Value. 1031 'Construction drawings and w'I � /�' p �«r" �w� ❑Complies :Requirement will be met. 103.2 idocumentation demonstrate r� � ❑C1aes Not [PR1]1 ]energy code compliance for they a I building envelope.Thermal " �� 4 � °� ®Not Observable i lenvelop7e represented on Applicable construction documents. 103.1, ,Construction drawings andClCompiles lRequlrement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]i llighting and mechanical systems � ` � �� r m� r n,r 1,,Mot Observable j :Systems serving multiple ;q °`� «r �� "'"�"r «�r �W❑Not Applicable i dwelling units must demonstrate compliance with the IECC « +Commercial Provisions. "rN ,l " , i62.i7 Heating and cooling equipment Is i Heating: Heating: ❑Complies iRequirement will be met. 403.7 °sized per ACCA Manual S based e Btu/hr s Btu/hr C❑I>oes Not CPR2]2 on loads calculated per ACCA Cooling: : Cooling: I Manual]or other methods „ Btu/hr ; Btu/hr 1,E]Not Observable approved by the code official. p 1❑Not Applicable « I 1 I b 1 « k 1 I I Y B « N Additional Comments/Assumptions: 1 Hlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 i.ow Im act(Tier 3] Project Title: 1000 Summit Drive- Main Report date: 08/31/22 Data filename; Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptlons &R .11) 402.1.1 iConditloned basement wall R- : R- ;❑Complles :See the Envelope Assemblies [F0411 Insulation R-value,Where Interior: R� p R :[:]Does Not :table for values. Insulation Is used,verification : : -"" ;❑Not Observable may treed to occur during : Insulatlon Inspection,Not ❑Not Applicable ; !required In warm-humid locations: n In Climate Zone 3. 303.2 Conditioned basement wall ` �� � �dik"a ❑Com lies :Requirement uirement will be met. � �M I p q [F0511 Insulation Installed perSg� r � � al��a', ❑Does Not manufacturer's instructions. `� ✓ r �m yh. �` , "as >Jk�,Mot Observable i ❑Not Applicable PP : 402Condltloned basement wall l �ft ft :❑Complies See the Envelope Assemblies iFO611 :lnsulation depth of burial or I : i❑Does Not table tot values, distance from to of wall. : : : w I p i ❑Not Observable p I ;❑Not Applicable " ❑Com lies :Requirement will be met. : '303 2.1 A protective covering is installed p (FO11.1 !to protect exposed exterior ������ �� a"w� � �' � la�� l u� � � �� ����� � � �g�� C�It�� s Not ISA d f"a FE H "'N In. and extends a ��w c � + ��1`� ���:n g �' ''m �lyr ❑N4;t Observable minimum of 6 in,below rade, Mot Applicable 4019 iSnow-and ice-melting system �� � r'�` �a`� �,�❑Complies :Requirement be met, (FO12le controls Installed. � r � � � l6 k � �E.,liloes Not []Not Observable ❑Not Applicablea Additional Comments/Assumptions- P k 1 nigh impact t"i"ler 1) 1 2 Medium Impact(Tler 21 3 ILow impact("Tier 31 Project Title: 1000 Summit Drive-Main _ .. ,M..,..-..... __ Report date: 08131122 Data filename; Page 4 of 10 0 Section Plans Verified Field Verified # Framing j Rough-in.Inspection Value Value Compiles? CommentslAssumptions &Re .ID _ 402.1,1, 'Glazing U-factor(area-weighted « U-� U-_ 1❑Complies �;See the Envelope Assemblles 402'3.1, I average). ❑Does Not «table forvalues. 402.3,3, « A ;,❑Not Observable 402.5 [FR211 «❑Not Applicable 303.1.3 «U-factors of fenestration products 9"� "" "� �� gs' ` ;[]Complies (Requirement will be met. [FR411 «are determined in accordance °�sa r °„, ! � „s mfrs '� Does Not 1 a� n with the NFRC test procedure or l ° ❑NokObservable ktaken from the default table. ° ❑Not Applicable I 402,4,1,1 Air barrier and thermal barrier � � G ❑Complies ;Requirement will be met. pVk [FR2311 'installed per manufacturer's 8 , w ❑DoesNot ; Instructions. f �� r�n ° � � �4,fi�'�`���'�� ,❑Not Observable ; ° n Applicable licable « 402.4.3 Fenestration that is not site built J rk �tP " i �� ❑Complies «Requirement will be met. Does Not [FR2011 is listed and labeled as meeting M�° e` w f �,❑ « �� a � �k oar hasMA DM�onAates/per NFRC []Not Observable 1400 that do not exceed code , 1 �'� " " ❑Not Applicable „ 8 JImlts. r °� un n rrrg� ° G f^ 1 rerx 402.4.5 IC-rated recessed lighting fixtures �mpiles Requlrementwill be met, JIFR1617 sealed at housing/interior finish ❑Does Not l and labeled to indicate s2.0 cfm leakage at 75 Pa. � ❑Not Observable l ❑Not Applicable ” 403.3.1 (Supply and return ducts in attics " ° °° 1 'E1Complies "Requirement will be met, [FR1211 insulated >=R-8 where duct is � r° "� 1°� :°`� �,* ❑Does Not >=3 Inches in diameter and> m m �� ; � � ° [ ❑Not Observable 1 ,R-6 where<3 inches.Su ply and ,� return ducts in other port ons,of �� ' ��i�� �����"X" � �a ��iy ❑Not Applicable i :the building Insulated>-R-6 for I diameter>=3 Inches and R-4.2 _ (for<3 inches in diameter, „ 403,3.2Ducts,air handlers and filter p Requirement will be met, [FR1311 boxes are sealed with ���"° `'+'�° �� " �� ❑Does Not w sa �. 9" r� a r 4 ��i p ��„�v r ljoints/seams compliant with []Not Observable " I International Mechanical Code or ®Not Applicable ry°International Residential Code,as { ,applicable. 3.3,5 Building cavities are not used as ` ` 1 � a � � ;" '❑Complies „Requirement will be met, 40 [FR1513 "ducts or plenums. �*a" «r � „r� " � ❑Does Not 1 w n r qro « e!�,v ❑Not Observable « d a,oa „M as *7ti1 ❑NOt Applicable 403.4 ' HVAC piping conveying fluids « R-, R- I❑Complles Requirement will be met. [FR1:712 above 105°F or chilled fluids « ;❑Does Not ',below 55 QF are insulated to zR- + « 3 « 1 I❑Not Observable ; ❑Not Applicable 403.4.1 °Protection of insulation on HVAC & � 1 rpy❑Compiles «Requirement will be met. [FR24 1 `tpiping. ODoes Not ' fi °rr m s , i� ai � NOt Observable w E)NotApP licable a n 403.5) . ',Hot water pipes are insulated to R- 1 R- :❑Complies ;Requirement will be met, (FR1812 zR-3. w QDoes Not m ;❑Not Observable ” 1 ;❑Not Applicable 403.6" Automatic or gravity dampers are °«4 ” � r, �� ° ° ", "❑C'omplies ,Requirement will be met. [FR1912 installed on all outdoor airy � w � � « L� ° ❑Does Not : intakes and exhausts, ❑Not Observable e l�j��� "��" � �1,!• a�;, l;" ❑Not Applicable ° 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1000 Summit Drive-Main _m _. .__.__w_.. ..... Report - date: 08/31/22 Data filename: Page 5 of 10 5 Additional Comments/Assumptions: i fl t t 0 G t I s N I 1 Nigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 L. w impact(Tier 3) Project Title: 1000 Summit Drive-Main Report date: 08/31/22 Data filename: Page 6 of10 d I w i Section Plans Verified Field Verified #. Insulation Inspection Value Value Complies? CommenYslAssumptions 3031 All installed insulation is labeled xx �r + ��� I❑Compfies ;Requirement will be met. d° F. Omr � ^� d n+,f,^� h 9 , [IN131 or the installed R-values � �u �� �, ��^ +❑Does Not provided. �, � 0. 11" p �� ,�, � ,�i�� ��� , ��° �`�n����r"❑Not Observable Not Applicable i 402.1.1, ;Floor insulation R-value. i R- R-_ i❑Complies ;See the Envelope Assemblies 402.2.6 � rl Wood ;100:1Wopd ;❑Does Not ;table for values. [IN111 d rl Steel k❑ Steel ;❑Not Observable w 1 „ )Not Applicable w e i i .303.2 per p Floor insulation installed ❑❑Complies Requirement will be met, 402.2.8 (manufacturer's instructions and )�� � �w � o- ��r° i Does Not [IN211 In substantial contact with the nNot Observable ,underslde of the subfloor,or floor !framing cavity insulation Is in �� �� "` ❑Not Applicable ; contact with the top side of sheathing,or continuous :insulation is installed on the underside offloorframing anda extends from the bottom to the itop of all perimeter floor framing a members. f ���, �� g� ��� 402.1.1, Wall insulatlon R-value.If this Is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the ® Wood ;❑ Wood :171 Does Not ;table for values, 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass i❑Nat Observable [IN311 exterior,the exterior insulation ❑ Steel i[J Steel +❑Nat Applicable i Crequirement applies(FR10). i i , + , + + 6 X f Y 303,2 Wall insulation is installed per ' ,..-. 9 p ������ ��� �� i,i �� "��„, `��� �" u+� []Complies :Requirement will be met. [IN4]1 (manufacturer's Instructions, 1 g Does Not i ❑Not Observable i ,"F 'r❑Not Appilcable a Additional Comments/Assumptions: F 0 i 1 High Impact(Tier 1) 7 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1000 Summit Drive-Main Report date: 08/31/22 Data filename: Page 7 of 10 Soctio Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptlons 4tD2.1,1, ,Ceiling Insulation R-value. : R- R-_ CC Camplles ISeethe Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood „C1Does Not table far values, 402.2.2, ,[] Steel I❑ steel : 402,2,8 l I 1 Nat Observable (FI1]1PNotApplicable ; i l « 303,1,1,1,"Ceiling insulation Installed per :� � ; :«�rw w,� � �,, � `OComplies iRequirement will be met. I f «� 303.2 manufacturer's Instructions. � « , ®Goes Not [FI2] Blown insulation marked every 300 ft'. ^ []Not Observable ; o «�(� � C]NotApplicable �- 402,2E Vented attics with air permeable � � CCanplies Exception:Requirementuirement is � [F122] Insulation Include baffle adjacent °o � ODoes Not !not applicable. to soffit and eave vents thatsw : H taw ri� & []Not Observable i extends over Insulation. ONot App I I cable : 402,2,4 ;Attic access hatch and door R- , R, iC]Complies :Requirement will be met. [F]311. insulation zR-value of the l UDoes Not adjacent assembly. l G l ;❑Not Observable " w l „( Not Applicable d _ 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 i =_ C1Complies ;Requirement will be met. [FI17]i ach In Climate Zones 1-2,and 1 I KCIDoes Not <=3 ach in Climate Zones 3-B. ;❑Not Observable l ; :E]NotApplicable N 403.3.3 Ducts are pressure tested to : cfm/100 cfm/100 i0complies Requirement will be met, [F127]3L I determine air leakage with l - i ft2 +C]Does Not i either: Rough-in test:Total i ;❑Not Observable leakage measured with a l i pressure differential of 0.1 Inch l 11 pressure Applicable ; w,g,across the system Including w ,the manufacturer's air handier l !enclosure If installed at time of test,Postconstructlon test,Total " ,leakage measured with a pressure differential of 0.1 inch l u g i w.g,across the entire system ,Including the manufacturer's air «handler enclosure. 403.3 ,Duct tightness test result of<=4 : cfm/100 cfm/100 C,Dcomplies :Requirement will be met. [FI412 lcfm/1o0 ft2 across the system or : ftZ ftZ :PDoes Not <=3 cfm/100 ft2 without air :,[]Not Observable w ,handier @ 25 Pa.For rough-in l i i 'tests,verification may need to k w 43NotApplicable occur during Framing Ins ection 403,3.2.1 "Air handier leakage designated �T C]Complies ;Requirement will be met. [FI24]1 i b manufacturer at<=2%of m�✓�� r" '�l « �,�; ��`l «� �9 "� C]Does Not i design airflow. r�� u a Y « « � � ❑Not Observable 9 "j L JNotApplicab[e i 493.1,1 Programmable thermostats �C]Camplies ,Requirement will be met, r IF1912, installed for control of primaryt "�� « m dDoes Not i � f6rt�fi," ✓ �fp 'v 4�' p i heating and cooling systems and ❑Not Observable « Initially manufacturer to Y sett Y " Code specifications. C % bw` IDNot Applicable a 403A,_27Heat pump thermostat Installed °o �« `� .Complies ;Requirement will be met, [Fl10ja« on heat pumps. " 4:ar da��« � �' a �� hp[]Does Not m � tuM ll rk, : ®Not Observable « L_lNot Applicable I 403.5x1 « ( mlating service hot waterplies Requirement will be met. �,�„ , rr �r�a �µr, [FI11jystems have automatic or a, � � « ODoes Not o accessible manual controls. *9m ] rmmpw«mi « e r ❑NotObservable ; h � uia �ONotApplicable 1 IHlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law Impact(Tier-, Project Title: 7000 Summit Drive-Main _ Report date: 08/37/22 Data filename: Page 8 of 10 v , G Slectlo'n Plans Verified Field Verified I ;u Final Inspection Provisions Corplles"I` Comments/Assurnptlans Value Value i &1te «111 .. 403.6„1 All mechanical ventilations stem � � �;�,�`x�s �� °i�r�� � �_�`� �' y � � � �� I ,.❑Complies „Requirement will be met. . IFI2 )� Mans not part of tested and listed aro ; fiy � �� "� ��� ��' ) nDoes Not i 1 HVAC equipment meet efficacy �� and airflow limits perTables � "z ^� �� ®Not Observable 8403.6.1. „6s ���a ^��w ��,^ ❑NotAppllcable ; 403,2 Hat water boilers supplying heat '� � `fir �� „ � �Complles (Requirement wUl be met, (F12612 through one-ortwa-pipe heating vy �r �� ��' '� "a Do�a�s�Not 56 systems have outdoor setback �° � ❑Not Observable control to lower boiler water ��`� ,�� r „"�"��`��� ��"� � d ' �, temperature based on outdoor ��" �� u� �° "� � ❑Not Applicable : temperature,. 403".5,1.1 Heated watercirculation systems � C❑CompNies :,Exception:Requirement is [Fi29) ' have a circulation pump.The �� �" "'^?�° it°�� °�❑Does Not :not applicable. system return pipe Is a dedicated return pipe or a cold water supplyEI ryNot Observable i pipe.Gravity and thermos- �'M1 � uw�?i �� a q YJOt Applicable i �� � w � syphon circulation systems are not resent.Controls for circulating hot water system r + ��� frs � �a � : pumps start the pump with signal for hot water demand within the t a e Wn q d occupancy.Controls automatically turn off the pump when water Is In circulation loop Is at set-point temperature and no demand for hot water exists, °t • ° °i �Iw " : 403,5.1.2 ,Electric heat trace systems raf�� �w ❑Complies :Exception:Requirement is 2 $" �” t�° :not 8 [FI29] comply with IEEE 515,1 or UL ❑Does Not applicable. 515.Controls automatically ^ �� re's Fm` '� adjust the energy input to the ❑ of Observable a heat tracing to maintain the y �� ❑Not Applicable desired water temperature in the ,piping, iz X03.5„ ulation water ❑Complle Iaa Exce Requirement is FI301 systems have controls that " ❑Does Not mot applicable. manage operation of the pump : and limit the temperature of the �Au ` � °� "�� r�� ro� iti`[ kNetit Observable : iwater entering the cold water ° ' k i �i 4 w EINot Applicable p piping to<=1049F. 403.5.4 Drain water heat recovery units ❑Com lies Requirement will be met. IF11) tested in accordance with CSA � 'uw � wa❑Does e Not d B55.1. Potable water-side pressure loss of drain water heat �� p � rtt � " ,❑Not Observable w recovery units<3 psi for , Pdi ��, � ,��r ❑Not Applicable Individual units connected to one or two showers.Potable water- side pressure loss of drain water �i r aBU * i ;; + & a r �" `'r" Q heat recovery units<2 psi for individual units connected to three or more showers. 1 a k nOo 404.1 i90%or more of permanent � ��� W ❑Complier. ;Requirement will be met. [FI6] Mixtures have high efficacy lamps � ����u�y�� �°� � w �� as Not : nNot Observable : �` ��i i✓ � a M c ° .nNot Applicable : 404.1.1Fuel gas lighting systems have E]Complies :Requirement will be met, d [FI2313 wno continuous pilot light, r IiII ❑Does Not ; : ' & �� ❑Not Observable r ❑Not Applicable 40113 Compliance certificate posted : i� �� � �� ❑Complies Requirement will be met. [F]7]2 ,i � i,❑Does Not ; i❑Not Observable l r;❑iNot Applicable 1 Hlgh Impact(Tier 1) 2Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1000 Summit Drive-Main _ Report date: 08/31/22 Data filename: Page 9 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value. Value Complies? Comments/Assumptions &R .IQ _ 303.3 "Manufacturer manuais for �� + 4 a +� �Y � ° wa Implies Requirement will be met. [FI1813 mechanical and water heating „" p��" 1 1 "f "" � 1lDoes N l n �� r d wi �Y r d id b h t S Sems have been rove . b a wi m� Yr p Y p r-� I�,.� C1t Observable � ONot pplicable i Additional Comments/Assumptions: 9 i 9 m i x 0 u 1 hilgh Impact(Tier 1) 12 Imedium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1000 Summit Drive-Main Report date: 08/31/22 Data filename: Page 10 of 10 ^A# 2018 IECC Energy Efficiency Certific Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces); � � . Window 0.30 0.30 Door 0.30 0.30 Heating & 01! e Efficiency Heating System• Cooling System; Water Heater• Name• Date: Comments r +1 Load Short Form Job: 1000 Summit Drive Date: 9/12122 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com • • • For: 1000 Summit Drive, Mattituck, NY 11952 ® ' • • • Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (flz) (Btuh) (Btuh) (cfm) (cfm) AH1 Main House 3783 55496 28572 1600 1600 AH2 Bedrooms 1280 23697 11727 787 787 AH3—PoolHouse 247 9503 7199 300 300 Entire House 5310 88697 45930 2687 2687 Other equip loads 12708 1787 Equip.@ 0.89 RSM 42469 Latent cooling 8075 TOTALS 5310 101405 50544 2687 2687 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Mf4 r f 2022-Sep-13 12:57:36 l" „u„ Right-Suite®Universal 2021 21.0.06 RSU20822 Pagel ..WnghtsoHVAC\1000 Summit Ddve_Mattituck.rup Calc=M J 8 Front Door faces: N Load Short Form Job: 1000 Summit Drive Date: 9112122 AM—Main House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1000 Summit Drive, Mattituck, NY 11952 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-8C48NAHZ2 Cond MXZ-8C48NAHZ2 AHRI ref 204834268 Coil Multiple Indoor Ductless AHRI ref 204834268 Efficiency 10.1 HSPF Efficiency 10.0 EER, 16 SEER Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @47°F Latent cooling 14400 Btuh Temperature rise 31 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=20°F Backup:Generic AFUE 100 Input= 19 kW Output=63515 Btuh. 100 AFUE ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement Area 884 20328 5054 586 283 Bath 60 1302 365 38 20 Dining OTB 185 4329 2392 125 134 Family OTB 495 8275 3135 239 176 Family Room 772 7571 5265 218 295 Kitchen 633 5499 7587 159 425 Laundry Rm 122 2263 1173 65 66 Loft 633 5930 3601 171 202 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-13 12:57:36 WnghtsoftHVAC\10005 Right-Suite®Universal 2021 21.0.06 RSU20822 Paget w,W , ummit Drive_Mattituck,rup Calc=MJ8 Front Door faces: N AH1 Main House 3783 55496 28572 1600 1600 Other equip loads 7939 1116 Equip. @ 0.89 RSM 26423 Latent cooling 7406 TOTALS I 3783 63436 i 33829 t 1600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'l2022-Sep-1312:57:36 Right-Suite®Universal 2021 21 RSU20822 1---_...�,_..� Page 3 Wrightsoft HVAC\1000 Summit Drive_Mattituck.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 1000 Summit Drive Date: 9112122 AH2 Bedrooms By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project e • For: 1000 Summit Drive, Mattituck, NY 11952 Design e e Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C24NAHZ2 Cond MXZ-3C24NAHZ2 AHRI ref 201754906 Coil Multiple Ductless Indoor AHRI ref 201754906 Efficiency 9 HSPF Efficiency 10.0 EER, 15.5 SEER Heating input Sensible cooling 16520 Btuh Heating output 24600 Btuh @ 47°F Latent cooling 7080 Btuh Temperature rise 28 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Ca pacity ba lance point=23°F Backup: Generic AFUE 100 In it=8 kW Out ut-27287 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 62 798 534 26 36 Bedroom 2 224 5355 2104 178 141 Bedroom 3 224 2418 2018 80 135 Master Bath 196 2290 1833 76 123 Master Bedroom 316 8456 3221 281 216 Office 259 4381 2017 145 135 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-13 12:57:36 ., 1g1k1!Nr fight C+k ft Right-Suite®Universal 202121.0.06RSU20B22 Page i....Wr ghtsoft HVAC\1000 Summit Drive_Mattituck.rup Calc=MJ8 Front Door faces: N AH2_Bedrooms 1280 23697 11727 787 787 Other equip loads 3540 498 Equip. @ 0.89 RSM 10880 Latent cooling 3213 TOTALS t 1280 27237 t 14093 787 I 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-13 12:57:36 Wrightsoft HVAC OO S� Rig ht-Su ite®U niversal 2021 21.0.06 RSU20822 Page 5 Summit Drive_Mattituck.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 1000 Summit Drive �a p Date: 9112/22 AH3 Pool House By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1000 Summit Drive, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-GL09NA*** Cond MUZ-GL09NA*** AHRI ref 202680594 Coil MSZ-GL09NA*** AHRI ref 202680594 Efficiency 12.8 HSPF Efficiency 15.4 EER,24.6 SEER Heating input Sensible cooling 6300 Btuh Heating output 10900 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 33 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point= 18'F Backup: Generic AFUE 100 In ut=8 kW Out ut=27287 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Pool Bath 37 1395 374 44 16 Pool TV Rm 209 8109 6825 256 284 AH3_Pool House 247 9503 7199 300 300 Other equip loads 1229 173 Equip.@ 0.89 RSM 6561 Latent cooling 1106 TOTALS I 247 I 10732 ° 7667 300 I 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. "1A1"riahtt oft- 2022-Sep-1312:57:36 Wrightsoft HVAC\1000 Summit Universal 2021 21.0.06 RSU20822 Page 6 AM Drive_Mattituck.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 1000SummitDrive Date: 9112122 AH7 Main House By: Katelyn Maieski ora 000 . Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1000 Summit Drive, Mattituck, NY 11952 ------------------- • • • Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 29689 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 7406 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 37095 Btuh Indoor RH: 50% Estimated airflow: 1600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-8C48NAHZ2+Multiple Indoor Ductless Actual airflow: 1600 cfm Sensible capacity: 33600 Btuh 113%of load Latent capacity: 14400 Btuh 194%of load Total capacity: 48000 Btuh 129%of load SHR: 70% �Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 63436 Btuh Entering coil DB: 67.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-8C48NAHZ2+Multiple Indoor Ductless Actual airflow: 1600 cfm Output capacity: 54000 Btuh 85%of load Capacity balance: 20 °F Supplemental heat required: 9436 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Generic Model: AFUE 100 Actual airflow: 1600 cfm Output capacity: 18.6 kW 100%of load Temp. rise: 36 °F Meets all requirements of ACCA Manual S. 'plW'K' g oft_ 2022-Sep-13 12:57:36 Right-Suite®Universal 2021 21.0.06 RSU20822 Pae 1 ...Wn htsoft HVAC\1000 Summit Ddve_Mattituck.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 1000SummitDrive QH2 B@CI001 $ Date: 9112122 By Y n Maieski Home Energy Solutions Inc. 167 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1000 Summit Drive, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 12224 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 3213 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 15438 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C24NAHZ2+Multiple Ductless Indoor Actual airflow: 787 cfm Sensible capacity: 16520 Btuh 135%of load Latent capacity: 7080 Btuh 220%of load Total capacity: 23600 Btuh 153%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 27237 Btuh Entering coil DB: 67.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C24NAHZ2+Multiple Ductless Indoor Actual airflow: 787 cfm Output capacity: 24600 Btuh 90%of load Capacity balance: 23 °F Supplemental heat required: 2637 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Generic Model: AFUE 100 Actual airflow: 787 cfm Output capacity: 8.0 kW 100%of load Temp. rise: 32 °F Meets all requirements of ACCA Manual S. 1NM'righ ft- 2022-Sep-1312:57:36 w„„o Right-Suite®Universal 2021 21.0.06 RSU20822 Page 2 Wnghtsoft C11\-111 Summit Drive_Mattituck.rup Calc=MA Front Door faces: N Manual S Compliance Report Job: 1000SummitDrive Cp Date: 9112122 , AH3 Pool House By: Katelyn Maieski Home Energy Solutions Inc. 167 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1000 Summit Drive, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0'F Sensible gain: 7372 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 1106 Btuh Entering coil WB: 637F Indoor design DB: 75.0'F Total gain: 8478 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GL09NA***+MSZ-GL09NA*** Actual airflow: 300 cfm Sensible capacity: 6300 Btuh 85%of load Latent capacity: 2700 Btuh 244%of load Total capacity: 9000 Btuh 106%of load SHR: 70% 'Heating Lquipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 10732 Btuh Entering coil DB: 68.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GL09NA***+MSZ-GL09NA*** Actual airflow: 300 cfm Output capacity: 10900 Btuh 102%of load Capacity balance: 18 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. 2022-Sep-13 12:57:36 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 Wrightsoft H VACN000 Su mmit Drive_Mattituck.rup Calc=MJ8 Front Door faces: N I i NI iFai Gv n i Ili Po.. iiiuit Y of J I I New York Abstract Services, Inc. 394 Old Country Road, Suite 202 Garden City, NY 11530 516-248-8115* Fax# 516-248-8140 SINGLE AND SEPARATE SEARCH December 30, 2022 Town of Southold Board of Zoning Appeals P.O. Box 1179 Southold, New York 11971 Re: Our Title No. CTSY-4775 Premises: 1000 Summit Drive, Mattituck, New York 11952 Tax Map Designation: District 1000 Section 106.00 Block 02.00 Lot 003.000 Dear Sir/Madam: New York Abstract Services, Inc., an agent of Old Republic National Title Insurance of New York, Inc., hereby certifies to the Town of Southold, Suffolk County, New York, that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to August 30, 2022. Said search disclosed the following: w Subject Premises known as: 1000 Summit Drive, Mattituck, New York 11953 District 1000 Section 106.00 Block 02.00 Lot 003.000 Grantor: Marina Goffredo Grantee: Andrew Janusas and Kristine Janusas, husband and wife Dated: 9/3/2021 Recorded: 1/5/2022 Liber: 13136 Page: 873 Grantor: Arthur Hubbs and Harriet Hubbs, as tenants in common Grantee: Marina Goffredo Dated: 6/25/2007 Recorded: 7/20/2007 Liber: 12514 Page: 323 Grantor: Arthur Hubbs and Harriet Hubbs Grantee: Arthur Hubbs and Harriet Hubbs, as tenants in common Dated: 2/15/1989 Recorded: 2/27/1989 Liber: 10805 Page: 275 Grantor: Harriet Hubbs Grantee: Arthur and Harriet Hubbs Dated: 1/18/1988 Recorded: 3/4/1988 Liber: 10554 Page: 364 Grantor: Arthur Hubbs Grantee: Harriet Hubbs Dated: 11/8/1966 Recorded: 12/16/1966 Liber: 6086 Page: 410 Premises to the North known as: Summit Drive (street title not searched) Premises to the East known as: Summit Drive, Mattituck, New York 11953 District 1000 Section 106.00 Block 02.00 Lot 002.000 Grantor: Erminio Greco Grantee: Joanne Sergides j Dated: 6/21/1976 Recorded: 6/23/1976 Liber: 8055 Page: 425 Premises to the South known as: Central Drive, Mattituck, New York 11953 District 1000 Section 106.00 Block 02.00 Lot 018.000 Grantor: Edward G. Gabriel and Audrey S. Gabriel, husband and wife Grantee: The Gabriel Family Real Estate Irrevocable Trust, U/A dated August 18, 2020 Dated: 3/27/2021 Recorded: 6/14/2021 Liber: 13108 Page: 459 Grantor: Audrey Stepper Gabriel Grantee: Edward G. Gabriel and Audrey S. Gabriel, husband and wife Dated: 1/31/2004 Recorded: 3/22/2004 Liber: 12308 Page: 586 Grantor: Dawn Estates, Inc. Grantee: Lawrence J. Stepper and Hazel B. Stepper, his wife Dated: 6/15/1959 Recorded: 6/24/1959 Liber: 4647 Page: 105 Premises to the South known as: Central Drive, Mattituck, New York 11953 District 1000 Section 106.00 Block 02.00 Lot 019.000 Grantor: James E. Callahan and Dorothea Callahan, his wife, as tenants by the entirety Grantee: The Trust of James E. Callahan, dated May 13, 1988 (50% undivided interest) and The Trust of Dorothea M. Callahan, dated May 13, 1988 (50% undivided interest) Dated: 4/30/1991 Recorded: 5/9/1991 Liber: 11259 Page: 478 Grantor: Dawn Estates, Inc. Grantee: James E. Callahan and Dorothea Callahan, his wife Dated: 3/25/1956 Recorded: 4/5/1956 Liber: 4093 Page: 34 Premises to the West known as: Summit Drive, Mattituck, New York 11953 District 1000 Section 106.00 Block 02.00 Lot 004.000 Grantor: Rosaria Goffredo, as to her undivided 1/2 interest Grantee: Marina Goffredo Dated: 9/25/1996 Recorded: 10/18/1996 Liber: 11797 Page: 826 Grantor: Angela Lobasso as to her undivided 1/2 interest Grantee: Daniela Marcune Dated: 4/2/1996 Recorded: 4/16/1996 Liber: 11769 Page: 896 Grantor: Ann Marie Rigillo Grantee: Angela Lobasso and Rosaria Goffredo Dated: 12/18/1964 Recorded: 1/12/1965 Liber: 5684 Page: 21 4 Liability hereunder is limited to the amount of$25,000.00, New York Abstract Services, Inc. By: _. ..... Je sica Santangelo 1 e Officer i State of New York ) ss: County of Nassau ) On the 30th day of December, 2022 before me personally came Jessica Santangelo to me known to be the individual who executed the foregoing single and separate search and acknowledge that she executed the same as Title Office for New York Abstract Serv'c Inc. ..._ ✓ s et nfat Notary Public )Wa��a w'st"o0Newyc* x, �uyAlas Ltmb 5236 ouafied in Nassau COUMY 'S Lmy t gra i w r xC ct N5, S SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 01/05/2022 Number of Pages: 3 At: 12:05:30 PM Receipt Number : 22-0001432 TRANSFER TAX NUMBER: 21-18840 LIBER: D00013136 PAGE: 873 District: Section: Block: Lot: 1000 106.00 02.00 003.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $355,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 . 3.N6 EA-CTY $5.00 NO EA-STATE $250.00 a, NO TP-584 $5.00 NO Notation $0.00 Cert.Copi.es $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $515.00 TRANSFER TAX NUMBER: 21-18840 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County k , ' Number of pages 3 RECORDED" 2022 Jan 05 12:05:30 PPI JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COLO" record.Please remove all L 11013136 Social Security Numbers P 873 prior to recording. DTII 21-18840 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording!Filing Stamps 3 FEES Page/Fling Fee _ Mortgage Amt. 1. Basic Tax -_ Handling _ 20.1002. Additional Tax TP-584 Sub Total Notation SpecJAssit- or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX _ Dual Town Dual County` R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfcf Tax Affidavit * „*" Mansion Tax The property covered by this mortgage is Certified Copy -� or.will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Totaly If NO,see appropriate tax clause on pages of this instrument. 4 Dist" s 21064893 .1000 .10600 0200 003000 5 CCt11 tunny Preservation Fund Real Property P T « Consideration Amount$ t Cl Tax Service R RAK A 11110111MIN Agency qr CPF Tax Due $ ,21— Verification „,Verification �..�� Improved 6 Satisfactions!Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: ; ..�!f Vacant Ind �yNlLQdx i AtA4V'— PLUG CSS TD 1j'1f[.LL ;xw 7044on r '+ " TD 39'1 Qd Co 0-Ay " TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 ' ltl0 Coroan Int`tirnnation 310 Center Drive, Riverhead, NY 11901 WWW.suffolkeountyny.gov/clerk Title l 1 8 Suffolk CounLy Recording & Endorsement Pa @ This page forms part of the attached _ made by: (SPECIFY TYPE OF INSTRUMENT) i �• The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of .,._ In the VILLAGE, or HAMLET of BOXES 6 THRU 8 MUST BETYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILI14G. «aau,.uaxws (over) CONSULT YOUR LAWYER BEFORE SIGNWG THIS INSTAUMENT THUS IN37R1UME`NT�SHHOUQLD BE USEID BY LAWYERS ONLY THIS INDENTURE made the 3�day ofSeptember,2021 ddibit'�X dell 2�1.132.1 BETWEEN MARINA GOFFREDO I Address:2915 Carta Taza,San Clemente.CA 92673 parry of the first part, AND ANDREW JANUSAS and KRISTINE JANUSAS Af ht wnd Qrr mP-- Address: 357 Carpenter Aveme,Sea Cliff,NY 11`579 parry of the second part. WITNESSETH,that the party of the first part,in consideration of ten($70.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. ALL that certain plot,piece or parcel of land,situate.lying and being at Matilluck,Town of Southold, County of Suffolk and State of New York,described a Lot No.tis,Block 6,on a certain map entitled, 'Captain Kidd Estates,property of Dawn Estates,Inc.',and filed in the Office of the Clerk of the County of Suffolk on January 19, 1949 as Map No.1672. Promises:1000 Summit Drive,Mattituck,Now York 11952(vacant land) SCTMtY: District:1000 Soction:106.00 Block:02.00 Lot:003.000 BEING AND INTENDED TO BE the same premises described In a certain deed dated 6/25/2007 recorded 712042007 In Liber 12514 Page 323. TOGETHER with aA right,title and interest,If any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first pan,In compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'parV shall be construed as d it read`parties'whenever the sense of this indenture so requires. Iv/ox• / ,Af3 0.thep — 6, IN WITNE REOF,the p o the first pact has duly executed this deed the day and year first above written. IN THE PRESENCE OF: MARINA 901TW w TO HE USED QNLX WHEN VII ACKNOWI,FOGMFNT IS MOF,gi NEW yqftK STATE STATE OF NEW YORK,COUNTY OF SUFFOLK ss: 400 On then day of September,in the year 2021,MARINA GOFFREDO,personally!mown to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,and that by her signature on the instrument,the indivtdoal, p upon behal`ofwhach the individual acted, executed the instrument. �s cure and office of irtdivid'ual laking acknowledgment) NOTARY SEAL: tbmnef;I C- cw "Ck) PLEASE RETURN RECORDED DEED TO: MASON&MASON,PLLC William Mason Esq. 394 Old Country Road Carden City,New York 11530 p 1000 5 — 1 06.OD �- Oo3.VCZ) SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instruments DXXDS/DDD Recordeds 07/20/2007 Number of Pagers 3 Ats 09:27:48 AM Receipt Number : 07-0066966 TRANSFER TAX NUMBER: 06-40162 LIBER: D00012514 PAGE: 323 District: Section: Block: Lot: 1000 106.00 02.00 003.000 EXAXINED AND CHARGRO AS FOLLOWS Deed Amounts $379,000.00 Received the Following Fees For Above Instrumesst Exempt Exempt Page/Filing $9.00 NO Handling $5.00 NO COE $5.00 NO NYS SRCHG $15.00 NO gA-CTY $5.00 NO BA-STATE $165.00 NO TP-584 $5.00 NO Cert.Copies $0.00 NO RPT $30.00 NO SMN $0.00 NO Transfer tax $1,516.OD NO Comm.Pres $6,080.00 NO IFees Paid $7,835.00 TRANSFER TAX NUMBER: 06-40162 THIS PAGE IS A PART OF THE INSTRMM?TT THIS I8 NOT A BILL Judith A. Pascale County Clerk, Suffolk County w sk k 1 '2 3. Numbcrof RECORDED 2D07 Jul 20 09t27t49 pM TORS Judith A. Pascale CLERK OF 'Serial N - SLFFf0LX COLlfrY 0 L D00012514 Certificate N � P 323 DTt+06-10162 Prior Cif.N I Deed.Mortgage Instrument Deed!Mortgage,Tax Stam Rctauding/Filing Stamps 3 FEES . Page/Fling Fee Mortgage Amt. 1.Basic TaxHauffling _ . � , 2.Additionai Tax t JJ TP S&1 Sub Tool Spec./Atsit. t ' Notation or iN Sub 7bn1 Spee./Add. EA-5217(County) TOT.Mm TAX — EA-5217(Suet) Dual Town_Dual County _ t Held for Appoi t r TS7t .A. y_uiL t ansferThx �,!�l ". O� Comm.of Ed. 5Mansion Tax The covered b this Is affd,vit ..++..............�.._...-......, war r m°+gn8e or will be improved by a one or two C Certified Copy _ . family dwelling only. NYL•S or NO Reg.Copy Sub Toul ^" Ir NO.we appropriate tax clause on Other Orond 7buJ1�. jL page M of this instrument. A ° W 4 'D9anr3ca Sra cion 4 BIw:1t ,00 Int i S Community�r°vallors Fund I Real 4RP 1000 10600 0200 003000 `*n Amount 5 PwT. nsetvica TP DueAgency PA a Improved .. 6 V"ificatioa - - 6 Sedsfacilon/Discl n./Rek.IJst Propeny Owners Mailing Address `lDh�apLA RECORD --- &RETURN TO: JAMee. C. , CSS,16s4 K�Ece Klc7�l.A V, e s t TD A C1. Box /SlG y /��yt /)?Arr,Fn[C/Lr � ? Title ComalronyInformallou Co.Name Title tovaawasy g Suffolk County Recording &'Endorsement P e This page forma port of the"attached made by: (SPECIFY TYPE OF INSTRUMENT) I The premisis herein is situs ed in SUFFOLK COUNTY,NEW YORK. TO do the Tinvauhip of '6"7,01P ._...m»�_........ _.� � :......_.....,.w, In the VILLAGE _................ ww _ -_ ,................. .w— as HAMLET o{. . ..._ a f � ._.._, .. ,. -.. ......... ...... BOXES 6 TIJRsTU(a d Q BI'TYPLI")OR PBIN r'1'D 1221 IIY Pt('dC 1NIf tJN1 Y 11 RRIOIt"IO Rk'f°OROGktiCi OR FHJNrA" COUSUL7 YOUR LAWYER OMM ZIGN M6 TNM INMtWEMT•TNM INSTMn Gilt 9140UW e!USED BY IAMIMW ONLY e THIS INDENTURE,made HM�s day of June,2007 BETWEEN ARTHUR HU888 and HARRIET HU888,as as'Avenue,Sea CINE,Now York 11579,as Tenants In Common, t party of dM hal part,land MARINA GOFFRED0.3972 Vista And.Sam Clements.C1192672 4 party of the second part, WITNESSETH,that Iho party of the first part.to Hort of TEN and 001100($10.00)doaars and otter Good and vaimblaiDome psfd by the pax'ly of ft socow p vr4 dry hereby Want w0d rsoosso,unto dee party of the samw part,the hers or aero and of drat party of the worw part forow. ALL tW nartain plot,pisca or parr at lana,slkAW OV and being at tlalth4l,Torn of Satmhlidd,County C of and State oI'NewYork as Lot No.ae.Block a on a oartaln nup anlMlsd TAptah Kidd Edeles.property of Dvwrl Estates.free'.and filed h the Offloo of the ChA of dta Comfy of SuBoat on January 10,1948 as Map No.1672. BEING AND INTENDED TO BE the awns prernbaa as triose Conveyed to the perllas of the first part by Arthur Hubby and Hamlet Hobbs.by deed dated Fabruary 15.tM and recorded at the Suffolk County Clerk's offloe on Febnrery 27,199 el Liber 10805,page 276. d I f TOGETHER with all right.the and ktanksk t any,at dto petty of the Pkat part in and to any strisou and roads Via sbaevw ke aw MAK*W theirool-JOGETHER watt the ap"Isruarces and ell tae and rights of dot pony Cf Me hake part In and to aald prvonlsw,TO HAVE AND TO HOLD the promises hwain pwod unto the pony of Ina out deo heirs or et and ss of the party of the second part tarever. AND#0 perry of las hat pert oevermu that the party of the foal part has not donde or suflorad anything the said proftdook have been an"SlIbw0d In any w"WhOlOW,OWW ss AND deo party of dts first past.In OW"PUSAW with S606W 13 of tho Lien Low, ants atop 9*patty of the "part wv revs ass ow4woradon hes dais ww"of ra end wta hold the ft"to W0004 sonde w000 at a had Imd 10 be%VW Prat kyr the ptspose of paw two Cott of the koprovrlrr4"and what apply the owns N fto the papyripent of tis cod of the rnprownent before Launa My pot Of INO WW 01 the SO" awry 00"t "pose The ward`party"a"be construed as y If read tri when awe to war"ct dta Indenture 00 requires. IN WITNESS WHEREOF.the party of the first pod has duty sueouted this deed the day and year fkal above written. �tl District t000Crew"+ouprhs•�y-117'aayaa iectim 1060 t7vn)h"�`"^Mw,«a.,.ata jAyr W rK W rAlt.H Block 02.00 Lot 00000 IN PRESENCE OF. AFf'flltffT t''� . HAF" ET HUMS S "o N.Y.B.T.U.Foran sari Bels Cw+e,-+h OlAwarg wpkal C3a-dMm's Acca-Urftrm AdwMAW 'suet Fenn r r Slate of New Yanr,County of • A**1uu: Slate of New Yak,County of u: On the.2<'I66 d Jur N lha year 2DD7 On the dry at In the yew 2004 beton me.the udrslprrd.parso-ly Wpearad bak re ma,do unadralpnsd,prer*l apperad ARTHUR HUBBS and HARRIET HUBBS. PMWAfy tmorwn 10 oro Or ka 00 an dwa bade Of pereanoy known ra ma at provad Au tna an dr bUft Of evldrme 10 be dwr kdhddwut(s)wrinea crwrka)Ie eatery 10 to the )'e)wrn"a rrnr(a)M (am)UbW&d 10 the wrNldn Iran mend srd sduaowfedped to (we)k6sabod to ov wk* A and adwwwWood 10k no that hehleff" axsadad the some N MeI ff*W me OW tw4h opepowd aha orna Low Nko b►), ane that by h a) on the ca ), end that by hear e)an Cha tl Cho MW***)'at the poma bow bow of V*Jch InstnanwewM,,dr IndMduaa(e),or ow prwrn upon bw uW d the kx2viduags)acted,a ecu ed the k%sftn ra. IhaLaa(4 the MwWwar ar*t. < ( and dice ol kWVAW bkkV attwa tI) wYCY41 CMM�tr ., arilRbw�4Ml ••�•, "o,304"701011 00011161 In Nomw' C�0 A+II DEEO.AN Stals(or DWtk2 d ColwMis.Tenlmry.as Fordpn Ooudry)of aw On an dry at In to yam bek m nr,tea udrsgned.praaesy appeared known to ma or proved to no on aha bs*W of so be the )whom o) tt tans) " a,dear w"kwWwwt rid at ed aw wew,art heetwAlwy ftguW the*erne to Mehr Ahok W),and vi st by NWhwffiWr s)an Ins rhe ),r to paraan upon bahaMl of wNkft the )solad. M)wa InI and#W sock mads Cha udarotprrd Iia Owe b, n pnr4rt dr Gay or odrr PNHk:W subdlvlsbn) land tsrsrw dr Oarparr r r aareit lha mart wwM ukan) I __..,. Iskwn and oRlq of YdMduw takefp OW WMeadpnrrN) SECTION 100.00 BARGAIN AND SALE DEED BLOCK 02.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 003.000 COUNTY SUFFOLK Tina No. STREETADDRESS 1000 Summtt Drive ARTHUR HUBBS and HARRIET HUBBS MARXK NY 11052 TO MARINA OOFFREDO Recorded at ReW"of QDfi9gNW EALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO- asAaowwAarorwaraawwuwaoc� OANIEL,C.ROSS.ESQ. ���, K'EEOAN 8 KEEOAN,ROSS b ROSNER,LLP t 315 WasoheYa Rbed Commonwealth WOW.NY 11852 rr w.mum... 031.2$ 1200 tYrraerelu.nr tJvm tnu wsuwHrccorn,wv Or Mala e.Wr4n a a t 0 r»"MI, ^ere.•W 1.Y a.,l Ana Cee..-.-.yr•r O,ww i M..-IJ.J.J..Crp.rr.t.y�,a.,.1' CGU Mt VWM LAWYNN 1040,041 NW WG flet MTMNNIrfw—ttIK R Tastia R UR MS M Was aY 1AWY061 say' 10805 r1275 7%111INDWTUII14 nude the /1' day at Tobrunry .nbleteen liundrel Lad 89 119TW99" ARTIIUH CIUUBS and ItARTU r IIUtID3, both roolding at 88 Eighth Avenue, Sea ClJff, Now York lbol-tg named on the prior flood of record as Arthur and Harriet Hubba► party of ow Aril part,Lod mvrIWR HUBuS, tosiding At 31. Eighth Avonua, Soo C11!!, Now York ANA y, IlhRRICf HU903. residing at 6B Eighth Avonua o Sea Cliff, Now York, 1�t 1,t T N.NANT»+ Its COMM pt Poly of this walliane n WTTl1�1.ilei a1r Mesta of tMr Awtt na In fwttalderattno of T-llnlert Lod oil sw valval is v0orldtaaOon t,"l birsho LtLI ow etwnd Pills LC wCt+zy,or earl l tit*w moo rhe liany of the strand pare„the Aalfs j M' party t AM dist ttrtafn g:.y,tar*ofp&M404,44 With the l,,AW ya artd fslpraserrOaLla ehihiora W*04 ifattate, O 1104aadbeinti0 at Mlatt;tuck, Town of Southold, County of Suffolk, t and state of Now York, dorscribod A% lot no. 85, block 6 on a certain map ontitlod 'Captain Kidd Estatos, nroporty of Dawn Cstaton, Inc." and filed in the offLco of the C2ork-of thu County of Suffolk on /on January 19, 1948 as Map 11672. UL0-r7 0,�,OV UEIND AND INTENDED TO BE the same promises as those convoyod to the parties of the first part by Harriet Ilubbs by dood dated January 18 L989 end rueordod at the Suffolk County clerk's office on March d, 1988 at Rool 10054, Page 364, 00.10 It1�1I IJ ' FEB 27 Ise t v, 111j.-, '"rf 10 s° �tll171K irtlerlt T1,N;E rill,k wrttt an rich$,$alts 41,,+1 irntrtti,it'sop of dw l4oly of 01i,Hatt I,a14 to anii to any ene+aa and a,.wttAlwNti,ar t1.t wt.wt Af*90d Joewn.et o.the tevwrr pmts Owarouf"ll"i'I lWk wrah thea uttafIXAM ".0 All Ire V-11e Awl aichtr;.d the I.ttty rd the @frit part to veal t.mid rwrtntWs,TO ftAV�ANI>TO )h 11.10 the Maeww.a.Garet jr twanl oat.the Many of sae uvrwrl pati,Ora 1#110 or La nwra 444 004ft of thr Tony'd teat wrebod fort hartvrt. ANO 0w¢Wtw ,l ..;.r part vovtoan0t 0141,the potty,of Ito Area pan fir net dttne ut avlterel ItAythtnd "hteFirp ttN` awl w4ossot heti`!Loo elitu"11.0 m.l to any way,whatever,tea at 4torauld, A%ft tem 1 .) .. iht tito 1040„to v mVphsare Wirt,14t b"A 1,4 14 1%#flan Law.ea to#0la trial the 1a11y of 0th foo t..vn%X revttvt the v.wwvt,lrizu"o Cot this zoovtymire snd wilt fobt the rfytlt to reviles sigh tootwm a rrwt6 n a.L itw.l Cwhd 0.,14 al4Rivd IIIIw los^the{{g�uut"of lotral the evil oI twit W rovantnt evil will a Cy the eav,or ett.t 1,.r W,ropurut(4 the(.Wt iii the Intptoenittw0 iwhof oaiwy tray lustt of Itis 10141 of Oar Matt for .n,y other pwtlou. Thr wor-1"Iurn".hen 1,r"'rimlit#4 si It It rev!"part,ei'wh4ravrr the u0ss at this Indenture so rpuiraa. IN WTTI4%U WHtRrOF,the party ul the Alit pan has duty ateeultd the reed the day and year Ant above .� writtrll. r W47 NA88AU trA»of hMAw 1 eM»cOYMiT« ►a 04% ft*44*14"Wlo 44 oat On the f•} dy of Irabruary 19 89,Delor+tM On the day of 14 ,befar ttw Perennially fame pgrtonatly tutr ARTHUR HUBBS and IIARRICT IIUBBS to me known to M the Ctnliwk4uitly, 4WILMwd 1n%"A who to me known to be tht l"MvIdual A.rritwd In end who exAtulod the(or 100 tnnfuxwnf. and oeiloowledlled that earfultd NM lort(oixy instrument,and atknowltdtrd that thoy executed tM wmn eAtcuntd tM twmw. I tAI f , :. .stAlgam+knctta ctt,ag.w.xdd�wrt MIM of NOW VOM.COUMV G get atA»of 14M Yolvi tattaaat 00 ell On the day of 19 10lott the On tow Ilty,of 19 Woo Mit tottonoll rAaw I y to"known,who,bet by ow duly worn,did dtpow mail tlw subtariblott witaeae to tht Iotftoiq inttfumttn, *oilaey Chat he fatldtt at bi`o. whuma I Ant lwrsongR hart otilli tl„who.bouts G 01#duly that MIA the sworn„did depoet andysAy tkrl Its reddtt at 9% of that he knows the Corporation drmtflbtd In and wbkh axttow the lo"Wing losttorrtttt;that he to to N 1ns1IMU11 linowg the w61 at tekl atkm„ tlwt the w*1 401se4 4"t4btd In gtwl wAo txtfuttd the Iottttdopr Inwtrurnwnt« to tall (netngm+nl is aur"•totpsoaalt Aealt that It was to Beet he,mild suWHbtnt wilAtss.wts presto toil atw gffixed by order of the,bArd of diteciol,M 044 tat"It, exAtarfe 1114 011"10«std Rats 1sa "to WiIattt„ thsn, that he Al and It new 1lar ttlo by Of oadrr, at the saunas lima WbWflW h mow to w[nwss 04fom t iCOV?N hs �1. MIA kt of ncnat 106 \\•1111 t:J4AvthAN1 M.MMtI tigAntr.14\M t• TtruNa Asoct 3 LOT 7 ARTHUR IIUBBS and 11ARRIV HUDUS coup tr a town Southold TO MI.uld.d Al awtattt of ARTHURIIUBBS and IIARRIET IIUDBS, Pent Anlgtuge Ttdg Inawna tLwtaay d Nn MnA ate tenantu In common WVON ar tfAtt TO ttwwww 1414 a+1414 aow www et matt� rA.s.a.A+r CANOW i BOEMN.E508. brrf Aaterttan IVitt 1axnmatr f Wupomy 29 Park Avonue of.vewlbrk Manhaaaot, NY 11030 ,4101111606, rr,r�qS >) t •1rt b'da ITIrt l Inr 6 It o3! R ." µr.yal'Ill' tat: Y EYI •�M��.�..�wM�.•r+arM ww`.iva. A, .m.,,„•Fa o-,.«,.w..s,,,.«w....«r MM,h*es Fvnww+..n.«s CONSULT YOUR IAWYID wow N6MiMG A 1w IUMiMf-1'1411 SMMUMIM SHOULD II OLID tY UW YIIIf ONLY THISINDENTUNE.ma.la-ilm 19tH iliav-4 Jimu-iry rliutrnthundrr.l�nd+ri BETWEENHirrir•I Ilul-b.: r+.+:+Ullnt+ ;it '''I i:iN?hsh dvr+,. .;ou CULT, N.Y. part,..f 71r bra 1mrl..01i1 tr!hur .tt.d It:arrt 1T l Stubbs ren l.1 In k n t HHrlagh th nvo.r ...., •'lii'C, tt.Y. 1� WITNE"J.'tI-,'t'1I.11a1 d1)•p.uh,.f 1k+,•LrwN I—#,.,,�.r.watr...,u.,.1.,.1 I•rn holtu..nul•dLrr,.^In�hlr..m.idrralimr 111 t..ud I.w Nlnu•-t.na1..d ILr..,aul pof .I..w*1 hrvl+++TtmnN Fte«d,.—.,1 t-• 11"pn.la of Ow• •.ni.I p.m.IN.17TH. i' .,.nwavnwaa«mul r .4 16.awh.4 0',v—'A t.m(LaawN.•a. 1.,7.•d.u.'pt..i 7..... ,.� 1.,..•7,•1 1an.1 +m, 11b. t.„nl•n�...1�.1 n�.p�,..,nu,,.i•u,,.....•.,•rrr 1.•.I .uudr I. ..... L• ,,u,- +. ,at 1 i t+Ica, '.`:'ten u C .;utithoIda Cuunty 0I• .:u"&"ulk. N 7:.•f 1.71,•• t ;.1•aw ''•re, d•.:+rlu.:d .13 lot no. 85, Uloex 6 on a cortaln :.tp •:+Li II.•.1 :.N;rialn 1:ldrf ,.::t.ltutl, properly or J;twn L•JULtva, 1:1C. N in•l ''11. in th,• CI'ta•• ..t t1n t;lt•t•k a,t' thus CORnty tat :;Ilt't'olk, u11 l:unr 1t;Y i l'1»a'l. •Ili ,,..I;• [07•:. 1000 Ndt;l�iat a S - Ck^+ OCI NAR t 31)193 r Cgs kt 1 1i Ir 1u1.11111 It'„nl, dl ,1.1 bih ud 0,a.a.0 d 11'.. 1).r.,..n ..4 aL.•Hrr p+J and b. n�i •Mr.1.„nd III. .,I,mn.• Ib.• .L.n .L.iJ...l V.r.0 n,r b. .rW" In 11 ..1. HIGI 1'118( ,.,Ib$6.qq.7.7.•.i....r. no.l..tl Il.r.da4r and npl,l.•.1 iL.•N,ai, ..i 7h.•L..1 two w m.)0.,.ant Va.+'.,..,: Via IIAVY a\h 111 11111.1) .1 rlm .. .6r ..d.•d.,.d•.d,.•pmb„(tl0•„ ...ul p.n7 rlu•I.rn..i ..n-,n•1. .r¢u-„I Ihr park.d k\IN rYar t«,a.lw 0 r.•NO 1«mrr...,.•r»««.w.xlm.aa at,,I....aw+.N NNu«.Irr•7 i..aa u...»gym.N.�...-«,o»neXra.^.p a».a.iln.,;a wl.••+,^4,a p10,11 1.. t-wa t a 1m1 u.. to A"'.—A •t.'Pw 71 pnn.aw"Olo wo l 0 fo r r , N N .I Oa I R.«, a.of r eN-pmh OW a"e k tra—'Ow a (a a 1 ,Oho at N N N Ntl w 1)txa a w. t ,..4.•w N a a e a«,.r a a t N i.^ a1 t a 14 Nrr l l .Ow t ett N p,.waU al a .f tt'o.p.....ar•a t ara l�.,If a}'«y l a4• o f 10 a'. alrr 1 r u aN N it w ,f it,, rt a * ar aN Lwl a •a Nc b 'mt,naa t a[r a 4'm 1 d1 aaaa;*I.,aaA "Ml—paai- 11faw..».nd t"so, 4"Al 6e"Oto-'O m.rI,N'-A "t.m w. wpn,e,n+wre It,.arw.w„f do'aaeat wMaaarr w.«pr.p.ydiw. IN WITNE55 WHEREOF,0..•p,m, .,1 71,.I—, p.,il I,n•.lub rw.,nt,•.1 Ibi.d.•„I t!m dat uud arm In.1 al,.,u � »Hurn `�f 10554 H365 .. STATr OT NRW YORK,COUNTY 01 + •. ° *+a IYATr oT WSW YORK,COVNTY Or M u«16• dal of ,a,. I'+ ,brhd,•u.r ux 91u• .1...»( P1 ,lwfxr.•nlr I. ,aulh .aux' Jet......dl, .on»• r.. I.0 ..0 t-• I«• 41 n1ilxhnd 4'.rd.rd n. nu.l ril—1 ur ne,1 .1". ,d.•.I dx• f.a..•.x.K n.dnwu•nl, and n.AK..nb•d•..•I rhnl r,r.nl.+l d.: 6a.•I•.xuT i...ln.mrul, nml nr1.u«wM»tvr.l tlrol .v.nlr.l IS.r.,xnr raxrxr,-.1 Ihr.,unr. (�.Y.Irlr1 In Na,..m1 I�.IYINY ITA91 Or NNW WORK,COWRY Or .., STAT[OT P"W YORK,COUNTY OI .q 1 rn rh•• .Ln ..f 1'+ ,lAw'.nx• u+,lh,• d.v ul 1'9 ,lrrlun no p. ....JI, ...., p.•t«o...11a.•amv In n+.• IUI) --m.-10 drp••.r vx) tnI,.+rg -1 1.. rn 1,. 11., G.rrpmnK .11xnlrxl. with 11.1.9 6. .11\.. ..lynx 1 "'ll 1.1-1—Al,r nrgnniun,l, rin.. Irmo I., '.w duly „r., .I 4 .1.•1...•v—1.a,that lir lWi.lr.xl N... tl.n lu•,.tl..• •.1 �Ih.+1 h.•Au..r: .9..1 wln,L r.m.,l dx-L.rr�xu.g loo un.xrul- 11.1 I«• 1..Ix•Il.ruuhri•luxl ►u•,«. thr «•al,••1 .u,l «r ln,ralnm; 111A lhr .raf.Yh+,.i .Ir.nl•r.! w .0 a wh" rvr.ulyd 11" L.n•p•,iur monxmnl: r�. .«r.l u.•9n.neY,t r. .,nh rnrpnr p. .•dl; dale t +a. . dr.d hr, .not uih.•rihinp wluu••.. w pp—'land .4. e&9w" by .."1- ,.I 11x•I,...r.l x( .Ctraw h.r. .d -1.1 roy«rn, uud Ihn1 hr.."id rJlnw. la..a..„ ,.1..1 Ilml Ix•w'..A Ir mm",11 t..�I.r lik, .x•111. a9 1}.r .,ur.r lunr.rdx.•tihr.l II anuv un wiU,rn.IhrrHu. ilaraaln anD Bale Brlb SO TIM /06 11 A.,...1 r.—r..:.A.+. IIIAXX wr OdINTY RK TOWN .5a✓tyutn �ru RCTURN SY MAIL TO: 10 AM"Mign ..ATM Avtwx I{RA CUFF NY 11R7R � o e`e p U K 1 wwwr wrA f+twwwwww tti�.�r'�r�prs—rrY wrs..wr aw.a�r wM.Y'ur��uert'_ " THI:S INDE\TI`RCw wowdc rbrt d4 d .�wr �«wa�Gn�O-^w.t. . ^! ♦ �a1,1 .t!":.t yew � �ar k, - nE7T'EeSi _ rk1AAUAu.Stut• of Yo**. ,.wm -1-M I.,r p.n ,b • .., w.chl'���., A;lr of H 6A3.St%td of w MM"rTN"L7NO 4,r.AI dW praw q ed rqw IGm Wrr �n-*mnw"mder*nKm of Our CWAt tto$Odtor t•ww 1•• p Erw ew^W.ey d dw ww,add,yueA daA Wkw WAO kik pwysy 4 Ole*#4odd P'r'w*dog Am'.wawww.rt „wrc•.ww,nwrYY w�wd'wwwgprww.d 11w pw+r+At dwc rwwwd pare k+a.er. - _ Y A1.1.d11.ru•n 1 oc p.•' 1•>t I+ad..r..t.d. Lwwild np d iggrmdewar dwaem ewcAp�,dAW6 1 nE wt � o 0G 'bo_ . :a=ty o' Suffolk. o^k 6 on*& aereuln o' .•ar: Seyetee,lm.s. I. :ous tg of �utloltw N 1 a i 1 w. 1 E'InM. ."#N,"M, wrtdw..Y t r�+Lc.nd www.•d maal,m!w1wc P.A.d dwfww ot..a mol ft ift ito"o,ow •, wlwwwwmd Nhq ,ewd 'w""rv`rctr..d°�nr Www dcrtswxwl, >k."tylM'.il,«.tpb, wawwwwcwwr "".. w•w I •1d Ow'u.* rfF d dvr'psel,d cbt fina w wr w+wdfso 101 bt 11 dw w pw+ wwwaw+s1:w pwwrey rw( 1 a..d vw%, Ow air rwa wm Awd w•ewpr d 64"W"d+uWr&ww°•wad paww:Iw wr '• F ASS11 dn+r W++wr M dw,r 1w.w.aw.rwm-pb4weacrt:w4f 'Ssw +n 1'�a 0.Lk*Lww. d�a9t dN 11wr{,w�w Wwe u wwnmw..w"" ,.^dtw two(awe Ow cIm.%7wpww,"wwt hod%he MA zrnr.+�irwa wpe kr t�4!�+ld^� wrwaw www ewwwnw twnd ww Aga" V,•Wwc reB Ww'A�d.nw wrrww of'IW wtww ww+ww/www r dww yew#rwwrAue wmt wtw c.wur d a�wr,urt.pwwrvcuawrwrl�:wnwrMi wwwy�d r wmAwp wf dwp wrum .w. •wlwww pwwpwr ^°` » Iti Nff`1 CAS WHEHNOF,dre p-m et dr lusty pm h.,d.)r ncnvswJ wWw d4W de dq r/7uo f- 10 " r 'Y Oil►EW Y(ni1C ' b.f...w hfwe" ..... r w rw[ r w M rY,W YM'M M M .V • n,r bAa r k •x xW.id ar.. .- _ti f�fp�'I W frM� rwrw.. f.Q ••a—UAW-a A. n•.re A,e fry.—[ r•^.••ant w w •r n. t[: ly .M.wa d •,.w •.e,efwa h ry COUIETY,4xw VORK 1,< "An t \ V• I f'•I�TY•.t/ kfw r.,e Mx•wx•r1 ' ady ,wfw Ma y M ., ,, ua,•.^ M fn.►xrl.w/roJ1M � w[M NMA awnwd Yti. 1vY [Aff•41Y � MN M V.nk M+M mRwa a�Y r 1.m n k«•N .S •L.1 4u•1_ ... . .w• nwlr„'Mr1 Mm w«Y [M4.+ny r a�wid � �.• 1u.a++•. rxr..,,,,.. „” .w «w .R«.e• ,,....., « r+"Mw»�+uva Mawr wW w«+.Tw�Yyk anM.f *fwWww w•t N+M..++ � !•n,. ... a,M.,,, ..„q , rwti 00-4 wM wtl*f .*werowe+w d.wwMw r .a 4 . w N. 104 0=14 6-Ity Y « • ,. s,..a.,d N.Y.a.T.U.Form too) 8.y.in..a d,4e-„a.rhhC......bpi...c..n.ei.A'.-140d..t..G,pwp„t4 Sim i) .. r:atawr rosea utttno Inas atta►w+a THIS atrttnraitFrrt—news tttstautwttf arroar<o at ossa ar uwrtas orttT. LIAM 5 i 425 TUB INDEMURS,made the,;Y I l day of June Anctecu hundred and 66Vortt'yv aide � ggMM EII43NIO GRECO, residing at 2003 Stewart Avenue, Westbury, NeW York 11590 party of the first pan,and JOANNE SERGIDES, /3 7,> h parry of th■Second part, "N1'.'.1SM that the panty of the first part,In consideration of ten dolhtn and other waduaNa Lpaid by the potty of the steered pant,doers heathy grant Sad ttitme unto the party of the atoned parts,akar hafn ort tupaAwto sand ins of the party of the pan forever, ALL that oerta°sir plot,piece of pared of land,with the kiMID0 and itrtpro"ree"ats thetrora atw"d,aitatMR y lying test hurl its-the at Ilattituak, Town d SOUthOI4. 4POunty Of SOffoik and Stato' of New York, known and a3"ignated as last #86, ItlOCk 6, on a pertain snap entitled, "isapr Of Captain ICitlil Estaytaets"', and fited in the office of the Clerk of the County of Suffolk` \I: on-JraMiary 19,1949 as Map #1672. REAL ESTAC $TAY M rtkt" S .. a xrlp � 1 , TOGETItER wtttteil riyy��tat,thlc and tattrest,it any,of the party of the fifrtt�at in and to any areae and �dt Auvitirw the abowt Jr erro l prenutta to tat tcwttr tants thereof;TOGRT1� (1041ER with thea cteeaar" and akl the,errata vA rights of the party of tht first part:in and to said pprendaest TO k1A I RAND TO IiOL.I7 tkte prtarsitta htrtitr draotrd unto tato pa ty of tht second part,the lsaits of sucttasort nerd aarlgfsu of the party of the Second part ftafevet. AND tlra party of tht feta fOti cowcnonto thast the party of the first pati hot Tm down of toiftfcd xtst^thing whrrehyy tht said re aniscs have-trten tocaattlattcd in any sw,%y awhattwtr,tx0pt as aforesaid, ANO tart party of etre Rrrr pafp.an roetvptiatwre will)St ion 1$Of tftc Urn f.,rtrs,a awes+ants that the party of tkae ISrat past vest's rttcivn ttvt aoatisttfation fof that convtyanor and w^aft taotd tlwt not to ftetivt Such consist• tragion as m"ttuaeftupd o t,�at,pptticrl fiat far rlwe purpose of p,t.,rasst the tont of the improwennot and%41 apply stat same fairs td t Ipg t Q+y sk a asf.tff tltt improvement odors smug any part of tht total of the saint far any othtf papftaastr �p�w ry% Tlac award"",frarty`kpj,i. t�rbafdut�, ,it it ramal"}serrata"Ihtntvor the asset:of tdda iirrtteatturt to rcqulrto. IN 1NyINESS WVL11 RI Gk,for"panty of the first pert has duty executed thin deed the day and year first shove Innen. Ix>raatxac OF ,g� ERMINI[o GRUCO Lm 55 wA2 tvAn as wrw You. ur QUEENS ..+ ITAn Or"aw YONt,COUNTY Of Nt On the 1.1,/day of June 1976 , before me On the day of 19 bdorc me ptraonally tame ERMINIO GRECO personally came to me known to be the individual dcuribod In avid who to me known to he the individual described in and who executed the for'tgoing, instnnncnt,rind atknowtltd td that executed the forewoing instrument, and acknowledged that he taecultd he wit executed I v,same. srATl OF NOW YOa11t,COUNTY OF - sir 'STAT(OF NEW rout,COUNTY Or ua On the day of 19 before me On the day of 19 before me personally,carat personally came to me known,who,being by me duly sworn,did depose and ,the subscribing witnnss to the foregoing iarsaruaaftt.°with say that he resides at No. whom f sm Per di ataluzinted,who,being by nit- dilly. c sworn,diad dtpwae esti l say tlnwt he resides at No. that he is the " of that he knowsthe corporation described ' in and which executed the fortOng tnstfunitna; that he to be the individual knows the M ial of said corporation; that this seat affixed, drscribed for and who txttuttd the foregoing instrument, to Bahl insifuatae n, is such to"tate scat; that it vasMt vasthat he. said subscTibiosg vvitrvws was pocitut'"A aar% affixed by order'of the board of diooetess of said oorpot"a• mxvw the same;and that. he%W witness, tion,ood„dist he signed Is name thtrtlo by llke order. at Itvt same time subscribed Is name art wrtrfrs's"'tie, $argaltt Aub Balt 10erb SECTION WiTa COvENA!Jf Acwo,'sf 10IIAN'roa5 ACI\ fLo" f`svtt Plow” 'S-� LOT Southhold COUNTY OA TOWN ERMINSO GRECO TO JOiANI� SERG$DES � v aETURrt Ivy MAIL To. L srAROAaD row............._..,.......,.....,...,........._......., ........._�....,_, EES4_ Mn rnw rout.oau mrmt uM„uaantnfs. ItNiIb110 OgECO, 2000 Stewart Avenue F SECURITY TITLE AND GUARANTY COMPANY Westbury, New York [MAarnfA.ror•', IM Nfw.Your 2iy N r ('b gl i 5 3i II III ! III III I!I I III I IlillllJll I IIIIIIIII 11111 I I III I II I Il SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 06/14/2021 Number of Pages : 4 At: 12 :47:03 PM Receipt Number : 21-0110344 TRANSFER TAX NUMBER: 20-35510 LIBER: D00013108 PAGE: 459 District: Section: Block: Lot: 1000 106.00 02 .00 018 . 000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0. 00 Received the Following Fees For Above Instrument Exempt Exempt Pago/Filing $20.00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15 . 00 NO EA-CTY $5.00 NO EA-STATE $125 .00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200 . 00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $395 . 00 TRANSFER TAX NUMBER: 20-35510 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDE!, Number of pages '2021 Jun 14 12-.47:03 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK L DOOOt3101310ry 8 record.Please remove all P 459 Social Security Numbers DT# 20-35510 prior to recording. Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage t. Fn 1.Basic Tax Handling 20. 00 2. Additional Tax TP-S84 Sub Total Spec./Assit. Notation or , EA-52 17(County) SubTotal—,,-„_ ,,,,-,„. Spec-/Add. TOT.MTG.TAX EA-5217(state) Dual Town Dual County R.P.T.S.A. zm— Held forAppointment Comm.of Ed. S• TransferTax Mansion Tax Affidavit '�« The property covered by this mortgage Is CertifiedCopy or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only_ Sub Total YES orNO Other — if Total �,, If No,see appropriate tax clause on page A of this instrument. 1E21030527 1000 10600 0200 018000 loo 50 5 Community Preservation Fund Real Pre Consideration Amount S Tax ges Y IViPfQIUIOII �IMf��� CPF Tax Due Verifica improved 6 Satlstactwons/Ol,schnrgmRaCR & srsRlOtProo yOwncrsrvlaGl%ngAddoess j -2L,63 Vacant Land �r'aAicsn Wile( TD too &K /v/N qqq TO Ovid, (LIS-91 TOS. Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name wwwsuffolkcountyny.gov/clerk Tttte4 _ 46 C a Suffolk County Recording $a Endorsement Page This page forms part of the attached made by. (SPECIFY TYPE OF INSTRUMENT) !�WQ,na— The premises herein Is situated in SUFFOLK COUNTY,NEWYORK. 1�, TO In the TOWN of Jou�i't{ol d =-FIRU D OR PRpN'tk, tN BLACK INK ONL $IIOR YO RECORDING OR FILING. ..��� .-.-�” P675—ww.,yx,a:YMnauu.Y.a.nmy..YY•Y�• OhmibcrgFpcelsio.r.lnc..wou.w.w,,.laYc Y0*13 VANW. T}'�.CGkwwY .so 7 LIDUPBn EDWARD G. GABRIEL and �AUDREY S. GABRIEL, husband and wife, both of 2350 Linwood Avenue, Williamsport, PA 17701 party of the first part, and THE GABRIEL FAMILY REAL'ESTATE IRREVOCABLE TRUST,'U/A dated August 18, 2020.with-a mailing address of 2150 Linwood Avenue, Williamsport°;:` ,' 17751 _ party of the second part, 3$iinpntetiil that the•party of.the fust part, in consideration of 014E AND 00/100- ----°-- . -,Dollars (S 1.00 ) iawfui nto4cy a/ the United States, paid by the party of 64 second paH,,does her grarwt and release unto the party of the second part, lite heirs or sucCessars sad assigns Of the p hsetand part forever, eX e�•�..1 � t SEE SCHEDULEA (�%tached, hereto) w�.1 kY4 7'l ,°N 44 w Xrt F 3 i. Q-q z w > U mO La W M p » uulagr*r with the appurlenmues and ail rhe cerate and rights of the party a/the first part in and to said premises, (To hnvt tftlb to 1101h flat premises herein granted unto the'party of the second part,the heirs or successors and assigns of the party of the second part forever. , Atth the party of the first part Covenants as follows: .7trat. Tltat the party of the second part shall quietly enjoy the said premises; 69=11h. That the party of thi first part will forever MRrhutt the title to said premises. itlrb,w the party of the first port,in ronrpl'iance,wilds SaCtion 13 o/the Licn Law,covenants that Oe party of the,list pant will receive the Consideration/Or this conveyance and will hold the right fo receive such consideration as it trust fand to`be applied first for the purposo a/paying the cost of the improvement and will apply the same first to the paytrtent al site cost of the improvot'nent before rising any part of the total of the same/Or any other purpose: The word"p rty"shall be construed as i/it read.. "e' whenever the sense of this inderatura so requires. In 10itileso 304rrrof, the party of the first port has duly executed this deed the day and year fust above written. In Presence o/ tl���G C�,AfliRU� ... E tA �AUDREY . tt3RlEt. E9 .�. state of New (York,County of 55.: ACKNOWLEDaldENT RPL709.0 too not u.,out310o NOIW York Nlot.l ,syn f-x7.d"* ]hereto ntc,the undersigned,pcssonsliy nppcated Edward G. Gafsriel and Audrey S. Gabriel personally known to me or proved to me on the basis of sallstactary"evidence to be the Individual(s)whose namc(s) is(are) subscribed to the within instratnent and aeknowfealted to me that helshelthey executed the same in histherfthalt capsciiy(lcs).and that by lits/lsettahcbr sitnRlurc(s)an the nstruaten the individual(s), or the person upon behalf of which the tndividual�s)acted,execute a l' ttunteo .Itiirt�tl A;atabriel a r�a a of i w/daot t9 t+tx artt�tta+rwradknrat�nr) 00TAFY I $trft STATE 0 NEW `CtRK I�,. , barters Notary public.Slain elf mews York° n No.02GA4502355 Seneca COuttiy 00"m tssto� 1440130.20-012-1 My Commission Expires fl"arch 30,20 No.02t3A 0 Sonew County W " MY Comints0an ewnss March,30, I o N ! V o Z e z Z W A 0 i. 1 i. 1 , "A u I i td d to w to SCHEDULE A ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, with the buildings and improvements thereon erected, situate lying and being in Mattituck, Town of Southold, County of Suffolk and State of New York, known and designated as lot #92 on a certain map entitled, "Map of Captain Kid Estates" and filed in the office of the Clerk of the County of Suffolk on January 19, 1949 as Map #1672. No business of any kind is to be conducted on the premises. SUBJECT to convenants and easement of record, if any. No building may be erected having a set back from front property line of less than 30' and less than 10'from side lines. BEING the lands and premises conveyed to the Grantors herein by deed dated January 31, 2004 and recorded in the Suffolk County Clerk's office on March 22, 2004 in Liber D00012308 of Deeds at Page 586. 11111111111111 Nil I IN VIII IIID IIII VIII 111111111111 IN l IIII�I VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 03/21/2004 Number of Pages: 3 At: 06:43:40 AM Receipt Number z 04-0031526 " TRANSFER TAF NUMBER: 03-34705 LIBER: D00012308 8 PAGE: 586 AUDREY S GABRIEL EDWARD S GABRIEL District: Section: Block: Lot: 1000 106.00 02.00 018.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $9.00 NO handling $5.00 NO COS $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $50.00 NO TP-584 $5..00 NO Cart.Copies $0.00 NO RPT $30.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm-Pres $0.00 NO Fees Paid $124.00 TRANSFER TAX NUMBER: 03-34705 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Edward P.Romaine County Clark. Suffolk County k 1 w. 3Number of pages REOGM 2G04 Her 22 06(10)90 ON TORRENS Edward P.Rmairtc Serial N " CLEW OF SWFOLK COb11N L D00012308 Certificate# �_.._ P 566 0Ta 03-347D5 d Prior CIL N Deed!Mortgage Instrtmtem Deal/Mongage Tax Stump Recording/Filing Stomps 31 FEES Ut Page/Filing Fee Mwgap Amt. I. Basic Twat liand"S 2. Additional Tax TP-%4 ... Sub Tutal N rtalitn SpecJAssit. or EA•S2 I'7(County) Sub Total Spar./Add. �, I EA-5217 fStuncl TOT.MTGITAX �.w. R..PT:S.Ao Dust In"._..........,Dtw County W41 lot Appointrncnl Comm.of Ed. 5. 00 fcr Tax, Adittmvit 19The Mansion 7MCcnifiM C property cove"by this mortgage if Copy - -- or will be improsrd by a one or two NYS Surn4targa I5• 00 I OO family dwelling only. Sub Tiaal YES or NO Other Grand To[al If NO,ecc oppropriotc lax claupc on page N of this insuument 4 1 Dist. Section Block Lot 5 Iioltir preaarvation Pond Real Property Consideration Amount S Tax Service 04005810 1000 20600 0200 018000 Agency r^ p"F" Px Due f Verification R Impntved 4 Votvnt Land S Satisfoctions/Dischargcs/Rcleatcs Liu Property Owncnt Muiling Address O RECORD&RErU1tN TO: TD iucun0&kieTiuw To TD, I Franklin b Gabriel Lav Office TD b PO box 449 718x5)lain Street Ovid. Nov York 14521 7 rifl#comeel Ini`rtt~lYluiduOn t NOW Tit1c N Suffolk Countv Recording etc Endorsement Page This page forms pan of the attached DUE b_._...... made by: (SPECIFY TYPE OF i i ) 711C -g herein is inhuated in KSUFPOKCOUNTY. NEW YORK. In the'Awwn%hip of ., —Q In the VILLAGE >� � tv HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR PILING. i . t �� Po7e-+•o.reL b.w.ra n."y. a " ` i=aw7C)[fhp.Me-rv^br+CR.wve laws � 4 I sa{t;lp Audrey 9teppor Gabriel of 2350 Linwood Avenue. W1111. port 21K 17701 party of the Jrst p-m and Edward G. Gabriel and Audrey S. Gabriel husband and wife both of 2350 Linwood i Avenue, Williensport, 1,pA 17701 as joint enants by the entirety I Mpany o/sbe mond part, UUMSSt111 am the porgy o/the Jnr paM in comideratim of One and 00/100- Dolims (811.00 ) q paid by sU pwq of om second p^does hallebyv oar recd rdelawl auto As pcmy at 9+e scomd pmk do heits or sawssors and 4"4W o/the pwiy o/"thou port Jortool,Att ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, with the buildings and Improvements thereon. rept% situate lying and being In Mattituck, Town of Southold, County df; uffolk and State of New York, known and designated as lot 92 on.. certain mail entitled, "Map of Captain Cid Estates" and filed In the dfflce of,the Clerk of the County of Suffolk on i January 19, 1949 as Map#16721 I This property is subject to 2onlrl�j, Building and Health Laws and regulations of the Town of Southold, the State,µof'IeUll York and any government agency 9 having jurisdiction. No business of any kind is to be conducted on the premises. l Subject to covenants and easements of record,If any. No building may be erected having a set back from front property line of less than 30'and less than 10'from side lines. BEING the land and premises conveyed to Lawrence J. Stepper and Hazel B. Stepper husband and wife by deed dated June 15, 1959 and recorded June 24, 1959 in Suffolk County Clerk's Office in Liber 4647"and Page 105. Lawrence 3. Stepper died June 28, 1970 a resident of New York State leaving 1 surviving him Hazel B.Stepper as surviving tenant by the entirety. Hazel B. Stepper died September 23, 1989 a resident of New Jersey, leaving , a last Will and Testament dated October 25, 1983 which said Last Will and Testament was admitted to Ancillary Probate on November 2, 1990 by the 9 Suffolk County Surrogate (Fllm 2214P1990). Said Last Will and Testament I devised the real property described and conveyed herein to the Grantor herein. p l � f p � I t stoat the appatsan sastmw and all the estate rind risM of the party a/the frtt Met in mad to,add o 4m tl h to is ro gramw anto&'patty of the second pmt.the Rein Or suoteswi and ig"of to party of aha wood parf 1— AA ,AA the party of the)Brat pmt cocatmus as followsr YtrAtL That the prosy of the second part shalt quietly enjoy the,aid ptea+i— t Ilk"rho path Af.thd AM,pant rim tomwthe t4k to toad prOM40. work As Party of the Prat pv,4 ias oats with is of the low. shat at w,�aattyt a Me jirst part-in the ani " for'Au and;milt hrdd that k so roars` as a ti�titmwr.to bo"mew drat.fo,tlua putrpawtst of tlw"toil of tNo. . . itawpt and wall&a ply aha tomo Ark to tlwwa iwf th&balafof,.wan twafase aty part of tlka tntol o fpthc .�f ar ctawlrotlitr pttr . ... .. „" . Tlut word"psa^tya`" be waxomed as if it read" aha of thin imilmstwo h ftt- I - motlart..the party of the frru pmt hat.daty awsecated Ods;dwd the day amd year first above uaimest. In Prado of ,:. L e. Audrey.. opt rt _--t L fl u thaw r of Now vorls.Coo ty"ot u.: aKttnowtsnowwar aruoaa nos uta ovNea was.vas n■■) t n� a SEP QAFQFC thunder igned.petsona)ty appearedAVD personally known ed na or proved to mr on the bsaws of3atw3factbr7t cvldence to be the individual(U'whow"'" name(s)I%(am)subscribed to the 4 t me•that:httshrtthry.rsc"ruord the•"«.." some in hismcrltheir•cupecity(ies);sad-thstlby>biw NOrtlhiif aidnat cls "-th+t ioittubl hi.tht"io viral aat(s). "'oi ehe�peraon upoaa behalf dfwliic6'tlaeindirlJnal{,)'actrd;raerutr hr.i rot:.,,. a teat,„ �'C tart`I" :4�ywwwaw.wrtd a .e awarawtJ.wt w s#0'a r ,wu^+ww•1 a ooh" ��MArw yosk My � �."� t _ .wry t; z IIS fliF Ili b!I 3 a it ' o z 1 ,!a alt a.0 V ;. , a I «I I 0 .r. l tw4647 I- l'a•Mm Jnbmtun, nuab nh. 1`t41 4.,d Jure 1959 , ;tiT.' c -ccr:.tC:a argsrized udder 'he '.wsya' Y.)rk' :L V.:%Cipal office ({j ]ata• tau �la.,. ��: .ct, ]':rk. I]rn..r:A-n-.l puC.ynl � x �"cPP_:'Itis rife, re. .:c:.^.g at or` Jniora ,.venue, ..-:burl« New York. 0..+w,.rr,t Pont. „ m ¢, ilifr «mto OW tawny W4«dM 6nt twat„ '4 VW(01,40W Len a.Nrvn^twd ewrryMw t'd�enl watt..,and ANe p—I WA wadnllie aw.W$1 IM twnr.ru the wrwad pier,40#6.0*Valk ,wTat.rmwdq.«r rewrw¢ lanw of ow awomed lwret r l r o t..'t":bu4**04W fem+ . t AI4l whaq ar«,uws bona.lien wm panwt el%wsl«wrrk dw lwmldopw apm+t' demmal errelrtd wurpwhn l74'MC w*s kmg 4 ;HMIs ikattituru, .ow T,o wa mt:;a.d, County of gttffoll a of Sow Yolks known rata desilGnateo slot #91 ou s csrtsin slap entitled, "ftap I��"�� W'Lit,Uad at. es" aou fileot 1't the office of the c111'k of, tta*C#Tbpty of Euffollt on ;aaW.ry 1.4. 1949 '41 ltwp #1672 `Ttit property la sub]gc• to "oo1 gm lialloinfw rw5 sealtlm me and rrg awtions or ttat- ovr; of .wout.M. tl.e Ststo a Mew York and gRas^w*M- 1--t-sent e%ehay tasvim �xslsoiction. gt a So WAYIess of sn'y kind 1:. to.be c,aiaugted on the,preoixs. Ho Ntvri bullding shall be erected unless plane and specind t i 'Dlmve first boon approvea in writing by the'seller,, said m%triction to'"bov'-� ninste_mlth tb,ar Ossalullun of :he sei)er eorpora`Uon. °Subjecl to culeer nts and eas--ents of recorc,'if,slay. e Ko.Duildias ».y' re areCtl�A d hav::a6 se beck froe front property 1Lze of fess.thee 30r add :es. t.lin ICI foo- sine lin?s. " ' wdlp 1V Angnma 1 and afl IM Mer and rids.of ton Pam`*o!Ihm ima pan m mf W raid pear{w 7011M.,111A TO IlOifi IAe pwa.mae+I+mmin pardnl none tit pini of ton preoe.l pinna their +iistri'DtatO A ,mad kwr4r. APO ton tw+al`.,I paw bit parm,wn—. 14,a w'idle 6wrwgwm I.S-4 OW I saw I.mw„'Nese}ewared"*Ab l OK Sa B;a ' ” wl dw 04 040 awe mr-"t4.,rlw e+waw*vw,;r 6.Mw:rt.wura manta aid all hmkl do dtlllo v-rt"i4 moth ec*44,. w.mun« "W'.4(wwrl 1.sn'444w.1 hr^w P-.arms I*:an+-ae.�I rw:r" 'uta Cren e4 04 nmwp+'owMNmM AtA will*Pao uhw unw tea aw mhr r*eawwwr.1 wit—0w,4;;mmpw„r«,amain lwfmwa*-V m y pari awl ow,maml of rho anc tan. AM IM pvr•4 IW.cwt I—r.wrrunn-m1:I+eM*"w• �' t'n•, 71..r-.,•1 Iw••••f rk qGr.!yn, .n,m..l»wf rti u.l I.,...r:ata.Hr..,.Ki..awl b-rind tion b^. m Thmq ihr Itam•.1 nM.marroA pan Jell gwnrh rota^rata wt pnsiatm. ` -Tun,. 'fT.r IM u,•1 I.mmKn—1—1—owamMancrw rsemp a•aGwr�id; t"wS ata nq-TTaq rM p..tr q'I the"(tart a ill—cal,-n r art 3"t,Nvth---y q—of ion tillr ” 1rmwjh 7lma.+�I tun...1 all f am Wn wile IMnrr, mon IM tHM ro rlr nd I,rmrimr. T'M`n ,',paee4'"sJrab M'meMrxd o;lit rod.'poor:whrermer tl r moo(de ind.mmm wr mpo� �;MM„ «.IM iwrmr n!air fr.r Ian hm,rr..nn.d r1,:.d+d IM•tint.nod.wr i.+l a1.oN wrilhw. ,w - . o LM1647 ,a106 ON On &,of .L .bean me C&MO &W at is .WWI ma awealb mr @@ cab am to U,.*su bo 10 to ray Mzra+ra cn bt the ratty 4ww awMll�, sMkw'� naa.'7 ao"nl sXwd taut raaew++d td wrax ilati WAV"O for M=L l e � x son Go r low pi+tr• SRYFOIJC a w. wawaarw r►rr«uw O"'K ww�waww 4wL96 1" +Awot4maar mg"bs6ft00 19► ^"a wwl Mw a�lrrlp�{rrMMiM, bw�lklaw'rmrdep"wraasw(rY1,dr. , +���' � 8a7tta7ta7 M aawrwr'147X. wwwa wa+aco aaW dwwpawww wrd aww wrtwlaa tlwwR laiwpwa 1**014+mrwt #AXww :. At Cwwtts aaxt*t**, taxa. Owl ax boo do Owpoudw+- sNw.lk. tw 1 eldeNww M . aaaawli�r pr «prat hwaoml4wwtw t� Nmatwra. a Yww�rGJrwwwW re Wrt ^pwac aaal4 e. .r m •®moi. ,� .. aMpswl wr Wilt MrfuoiaawrMiAa wwwwwaw srwi«Mwwt00 +" i„ Mkwwrewraw�NdawlClaraww�waal!"t9uw'Ypwwrrlwie�wad .. awlil+askwwwawttdwrtww�awpwwww rwl'eWMt•. ►!r awwa aw Wk*M d *Mai 1w awwa y " ji IQ muz of �`��• �s a tO , + w" ..h ,rod; ^ . G R a r ` z 112MP478 -U4937 P..P W'r a loot•".W hw l"I.wi...^,•I.N.ti I.w..'.r.,••IM.I..w,�,ww�n7Y.,.., commiYOINII.WY11111s11oA1sIONINQjNlsINefNUNINi-7NIs1NIy111NJIMrsNDULObeuuoeyLaWVfltlDIYY. Io ft IOKNot OO THIN INUKN7UNY.,atedr IN ,�J�t�l .tiny of Notetern hundretl and ninety-ons t1RTWKKN JAMRS It. CALLAHAN end DOROTHMA CAL"HAN, his wife, AB TRNANTS BY 7H111 6N'l1RfTY, residing oto ill Central Drive, Mattltuck, New York 11952 ^1111at�<�e flrn put.aw) THK TRUST OP JAHN$ S. CALLAIIAN, dated May 13, 1286 (501 undivided Interest) and THE T11UST OF DO1110"HA M. CALLAHAN, luted May 13, 1,911R (50a undlvlded int:sreati, residing art 91 Central Drive, Mattltuck, Now York 11952 �\ potty of the remind pots. WIT"NNI r7k,11MthepoHrulthefirstpot.lnrorarkkroat,rnofTan90a#$undolher.ehabbalmdootmon taApal *4 fly IN Wty oftM eoaond Wt.%late,horwhyptrnto and roloose utuu the piny of the wOool pen.the hoinor ,k w;rumro riot aasilm or itte harry of one wwttlPJ peat forr on. M a cwt+ ALI.rhm tvolein plul.otwo,or Woof of lend,w11h tho huildhye attd kmproroinitatt(Ime aawk eaetitJ,olluatr, Iyltt/utJMolllnittwjly Nsttituck, town of Southold, County of sufrolk,and Dla�trlct state of New York. known and designated atr Lot 091, block it on a cortetn map entitled,, *Nap of Captain Kidd Estate**, and filed In the 011ie* or tlta Clark of the County of Suffolk on January iii, 1949 as Section Map 11672. This property is oubjact to Zoning, nulldint) and Health haws and Block Ilegulstlonot of the Tavn of Southold. the State of Now York, and '6TID any 0overnment Agency having jurisdiction. Lot tester supply and sevofage 614POO41 •hall bot In accordance With the OT-dOb plans approved by the Nov York State Department or Health, No hultlneAm of any tlnA In r.n ha condactoa on tho prorl-^s. Hubject to covenanto end easomont■ or rocord. REAL ESIA(E �(A � � MA'i�yr0 hSl 11FFOlKAI IINIHTIIHN talrlt all tlsht,dile sail haernt.If any.al the jrrly oI the Ihwt pen In end In arty rtreuu attd made whulNly the abrlve deacrilxd pnlnlwr io the tomer Lino lhoreof;TOUHTHHN with the appunmwt sa end r11 the atme uKI rishla of the flatly o1 the AN pilot lot and to talk)ptelulwap TO HAVII.AND TO HOLD the prentlwa hneln jltstnnl 11190 the jollity of dw woml put,the Iain or uiwoo4wle and satlent df the putty of IM rn�w,t• mond part forever. 14�..\trF.•, �• ANP the patty of nor 11rat ttan eo°rcnanar khat tho tarty tat thr firm Polo het aria 414"10 art malforod utythlns whor olly Oho•add pronthot hove born onlvtarb Sid In stay way whatrvcr,eaeopl at ororvwC " ANP the puny o(tM Wool"A,in eontp laotV with W10111 Tl of kilo 1300 taw,ratvanams that the party of the 6tot port wifo rrteolvo the ron+lderaglon for thtla movoyamwr and Oil hold lho fldhn to 14volvo•ooh ron0aNmd" a. at a ttuN find to bo applied Atli foo the potpaw of payioa the 40%1 of the Inlorto"n ml and W10•poly oho large Ant or rhr payautnl of IAB soak of the Itaerovaaana Watt ualat Baty pont of thr loom of who Mot for any othae TM word"putly"shall be eortaltued m It It read"parnol"whenever the will#of thh Indenture so rrVultot. IN WfiNNid W141*M Y,the party of the Hol poll has duly emwutcd 1hl►lord tho day ttnd year first show• written. In PHI u%ct.fop JA , A B. CALLAHAN _i•. - 0.. . WiT10I NOW Y0ea.90111f1110w au►►OLK all byATI OP NIW YdtIN QNNyY0w all on tM 36 ay of '� 1991 ,before M On the day of 19 before as POM11a11y CAM P011101WHY Caine JAMGD 9. CALLAHAN L 00HOTHMA CALLAHAN to aw known to be the Individual dnerlbed In and who to rM(mown to be the Individual daalbed in and who executed the foroolns InNrurcul,and acknowlailg d that 0409QIW 111114 I'PeedslAd Insulin-ent,slid wcknow!-2-a that they exomod the sante. twitted the Wine. XAr'.oxaaYMa "/ijr "W 4 No. nryNr "` liter w� wraster y rrl,w+ewlol,�« q� eYATYtI►NMrY011K.0tNINTY Ow Y ITAf10I 1HYf T011N,00VItYY tN ane Ge the day of 19 bdoa W On the ay of to ,halos us pnoonally cause M"Wuy sale to Ino knowp,who Was by nw duly worn.6W depose and ripe blael witness to sM fortatimiq Itwivoew ,,'wok Say IMI he reeddw u No whoop 140 0 lies who bele►by nt#4WY ewkwtt, hF49 MMy l4"NIYi ha e!tel. that he Is IM o! (hal he knows the corporation described In and whkh executed the(oregsdAs 111MIUM011;that hw to be the Individual know the sal of Bald cotporalkth,that IM sal affixed daerlbod IA and wbo axrrrtA#d the foeaaolnd Inttrtivwd. to toud IAtlruthoot to own cotPoar##sal,that It wa to that ha,"dial 40oc1111014 wrltrrwes,wax Paw O*AIA saw ♦(Axed by order of Who based of dllootoft of said Mpxrfps oxecule tko oarA#;and drat ha,q rd, don,and that he olkMd h MfM thorwto by Ilk#ardor, It the test#110%1*IPlaed h AIM ao wlt*M th#Wto, iwfp m"b Sade Sorb acnoN 106 Wnl,l',vnx,rl Awuwr W.wloewArn �� 2 t.or 19 111 rottwynavowN Suffolk d. poRoNve� Ck.C+r. o TAU& o' 1.{ NMAIN Ay NAIL TOs or�wear+worNwwmcw���a+rassaw#wwrur+r ��:. *w•••••'^ .•'..• � Jesnnitrie P. Costello M Attorney At Lase 497 Gritting AVsnue �Iwawlenr+er P.O. Dox 297 ra.#wse a Riverhead, Now York tea.11901 a A ihnn, 1 NI . % B 6, ,1i ;.I 'In3 6 AIN ft , _ w M w W.67 asswa:c;, i= a dwtaestle,corpira tion or& nis24 4*;.-r, the lays of.the !.tate of ltv Y.ric, vit rriaCifel of"ices located at Jerier.rr :urnpriki, t;entrro4 , 1014 '!ark, d dee Abut pm.MW JAMES Z. "Li. K;a anO WaUT.:&: tw t�.G, his wife, residing ,.a.� at 1470 Vest avenue",, 1MOax 62,'Uev l'Ork. . � pro wa[is wwe/id/wt . **'de of dw"Nww sea„i-—"i-"et Qwa(SIM D*44 h-"ev MAW Sewat ret wdw eRe N aewN alae tela aril tww!"MA"M www do 0aw9 d Ow sramwd paAboIr die tr1 **ow"1a plat„OWN or of ' 11 1 1 0 -OWWAUSUNS�06r.«a bift WV"swo V Brants lUttitack, °Pova of &rutho , county,of 6aiffa t ets" 1kv I"* twwa,and deal tod rs lot on,on, block 6-00 a. - titlaid, 4;p of Captain KJO Zetatosw; Aid filed it tM CffUw or.the Clerk of tbo County of Suffolk oo January 19, t949 as Asp #1672« ,'fie pr*pwrtr is Vs&j,oct to, ZonIng. PailAinoa4d goalth bpvs "rope`,,, uUtions of the `toWs of'Oaotkald, the State,of, .Lork and aggt.^Oyaa A Mw do rsat agency b*" ZrI*ALot16n. , Yaterly and swvorrte disposol sbaLl be is sevordsoou wti�^w tli Vt." aypM*4 t8e Y*w Yric State Department of liesitb,.„ xo business of aR1 kind Is-to be conducted on tte prsLses_' bmb�eet to covenants and eus-wints of record. i ......- -wwpw ., -w w+ Oo miwwewsp Met wd de otw w8 A0**+d`der sw w P1 dew*o t s wet Bal mat we a W �' OMw'1t►� aawwrGwwr 8ewwiw�sere dw sr�r a4 dw�'�i r distribat+w� o Am dw Von,at dw dour set Bs ONVANOW w"Saadea 0 91 04 LAO B.sM WOW j"s""dew,6 twwRp .� .ssq 0�so Naw s ia, ret ww7il..%atdw de�w rwwa4r welt�•, r%a aero Newel w aw wpgallwd trot aka swsew+d ew+we ae de" wet++ante w de www saw w aw of dw waw wt em awe do waa%wt dal www.Nwr ante der swap aa'dw Sawa Sawa wwwwwww w&aawwm i Ymw%—let sued/eww4Y wN dw"son is w boo sN*36d waam in Na ais%e."d are Ved ride to 00 ft „ tlfwr aawwt I "piwt As WIY of da wwawdl Bovet 9AWY skil de"A WftxiwX 4 "NN=W—il t dw wad Ovoix"aura Naw anaw BwawAmbow,-UK-40owBd: yMzp MA,-1''%*0.sewq do I&*swank �w per "ate" Y a�al''tlw ddwe" w t . • PMraww-'mow wrdG we'%7^aR der final pea wR4t Nora�ww waxmow dr at'1a 16 kw aw"+%srww"twa, l'aa wvwd,'}wwRrC„,, ba arwwwMsae as ON k'wew«tw"aw%;4d'wu we+aa waw#ww*as dew tadaawwa w". „ ant "waa o++'Cr d s*Nwaw ewe dr%a dwwd dw A*j,rwd}arrw Oo wrwna Am& ° r' ani"41 e a 'w`% D"P.fri. op"Mb Wlwww"WK+wwww"r wur a S"iw am Tom COR."M �+ os w dv !r .bra.mw NOW �dM W O( im , `www � w tw bw it.Aw m w, Afto1 wwl tw M4 101�W*#� ff wo►wwwfwwwwww4'tbw te.s�wr r.a.aw.ker.ww.1 .wtlws www r.wrwa waw � .tlwwi awwwo wwwwwwwwd wtwwwwww , w , �Ilwwltt�!'"MMrM"wR wwwrrrw.E�7U� „ wrm�w w.owS wwwsr . a. ww+ i"�Mi�. 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Number of a L'IJ :.!i , ► OCTAN Serial M COUNTY Pilaf Cap— Decd!MoAkttKe lasirumenl Deed 1 Mortga>te 17,Stamp Rt-Lording I Filing 9lamps WON 4 " Muripat Anil. page I Fliiag Fee Ilardilar 5 ,` 1.Cade Tai �...� TP-Std �� 2,SONYMA _.. NWa14�n Sub Tamil [A-5217(Cswaty) 13 Sub Total _ J.Sp"JAdd. CAa317(Stale) TOT.MTG.TAX R.P.T,9.A Ism o "« Dual Town_Duel County ` o lleld for Apportionment Comm or[d. �"��_Wk. — •, a Transfer Tax ARldavk Mansion Ti" CertMW Copy The property covered by this muAgake Is or will be Improved by it one or two 11%Copy Sub Total r r ,. -- family dwelling only, YL5__ or NO Oth" ______ GRAND TOTAL it NO,see upprvprlate tax clause on page N of this Inalrumnl. Mwll11.1.1. I'll Heal Property Tax Service A*ency Verification Title Company Information 60 p p Company N&me j FLS PALO BY. IMMMMMMMMMMMM Cash Cheek Mrye Payer#wenR&A— OR: 1 G • C �J. :�;rn, , L!' -I,- N7 I 1��? RECORD&RETURN TO 9 Su ffolk 'ount Recording & E �dorsen en�t Page This page forms part of the attached .D made by: n (Decd, Marlgagc,etc,) G0,: Fc 11 The premfiea herein ti sshualed to SUFFOLK COUNTY,NEW YORK, TO to the TOWN of e, In the VILLAGE or HAMLET or E e•�tee..e�®a " S.NiJH 1n1U Io„{•ePl;• tlri0a..,nASN.wwr wlrn GUMnuw pun"ti.nY+,AS�..rM•Id.,rw Curpwtlnrnley47MM) " tONMULT VOUA LAINTllt6ll'OIIE IIONINO1111M INM111UMMNT—THII INSIMUNINT 111HOUL11 BE Ue111 MY LAWISI M ONLY. THIS INOENTUME.madeCho 25th dayof September, 1996 BETWEEN ROSARIA COPPREDO, residing at 2340 W. First Street, Brooklyn, Now York 11223, as to her undivided 1/2 interest, Daily of the hrsl part,and MARINA 00PPR600r residing at 8402 E. Nelach Trail, Scottsdale, Arizona 85258 party of the second Dart WITNEBBEYK that the Dolly of the first pall.,n eonslderallon ill TEN DOLLARS (910.00)--------------------------------dallers pons by the early of the second part.duals Horeb/profit and release unle the party of the second poll.Iha heirs or successors and Assrpns of Cho Party 01019 SCUD"part braver. ALL that cerfmn plpt,phaco Or pa,eol of land.with the thald,ngs and unpro'vornoms thoteon ereclad,eituale. tyu+(l and lxlwsp uMtaal at Ma,ttituck, Town of Southold, Couoty of Suffolk end State of New York, known and'deeribad as Lot 084 on, a certain cap entitled 'CAPTAIN RIDD ESTATES", which said map is on file in the office of the Clark of Suffolk County as Map No. 1672 dated January 19, 1949. SU04ECT to covenants and restrictions In former deeds of record. TOGItTFfER with all fight,bilo and ull-pa%1,it any.of lhr,ono v of the first part III a sot to any slrMols and legal abunmtt the nbove rteyclibed uramises to the center hoes thetaHa.TOGE MER want Chip upoull(WAZIACOS sod all the ostale and rights of the Daily of Inq lust pari in and to said prem s,t's,TO HAVE AND TO HMO the PromtsMs herein granted unto the party of Our sr c'.ond part.Ihu heirs br ruat`cnssorrc,shat hsapitrs ill Chip tollty Of the abs:Oatd parr forever AND the patty of the Ida pall' v1!margs ted Wert py tsly of"hl haat taut ha+a nal done Of suffered anyihea+p'whvrdtry the hit CvQropsaM have pden eanCacemaNrolt m naw way whahw o.resCoul aas ahl,osaad ANOthoParty Of"KralCAM,WnCompfrAnc'OwithSo0ortl30C troyL,rarnttwaolln,nrrA01sthawthe faielyolVon lost Dart will locative tCta L1OnstdOratron Car thA r„wamrOy'mACn 0.00 Win 11041 shit'0011”1VCO1 rn'suoch C.Tnida*#4homAs o Uutt fund to MPptrttd hrsf top foe Puroo;an'0.t P.hy+np the p;aestf of rhar and wltl appty Con=me first to the Cayman)of Ihu C031 PC Che Improvemani belmo rlsinrl alny part(11 1110.Ictal of Ihu same Cot any ether DUrpose the word parry'%hall be Oohshaed as If d road'parting"whenever the snnsn of this mdunlurD so requires IN WtVNEBB WHEREOF,the Party or the hill pert ha3 duly executed Ihrs deed the day and year hrsl above wnllen IN PRESENCE OF 11787 n826 STATE OF NEW YORK..COUNTY OF QUEENa 55 STATE OF NEW YORK.COUNTY OF at On the 25th day Or Septembltr, 19 96.before me On the day at 19 .bnlme mo personally came personally came ROSARLA COFFRRDO to me known to bo the individual described,n and who to me known to bit Ihu mrlmiduel doscnbod,n and who executed the loregomg Irotrumenl-and acknowledged eyecuted the laregumg mslrumenl.and acknowledged that who, esocul it iho soma that ekecutod Iltrl*an," ot3try rdtw�OLAa,M,ukT,TTialt NowYft Ca howic.Al'7eeT460 owasibadT al Wswarinvolu�Ry CNwr�Awpww Jia.ST,552 STATE OF NEW YORK.COUNTY OF ss STATE OF NEW YORK.COUNIY OF ss° On the Jay of 17 .before mo On the day of 19 .helme mit Personally came Pa,snnalty alma to me known.who.being by mu duly sworn,did depose and the subscnbmy wdouss tr:the loragmng instrument.with say Thal ht„esldes nt whom 1 am parsonnlly acrtuarnted who.bernU by me duly sworn.did depusu nrxl say that hp lowdaa al that he U the of .thel he knows .thacorporalron described to Ne the rndlvrdoal in and which esaCulnd the loregorng instrument•that he desehbud,n:wd who oaaculad the Ibregomg instrument. knows the seal of smdcurpo,ahon.that the seal allixed 10.1310 that he said subsc,dbmg witness,was Present and saw mstn,rnanl,s such coruontre.seal.that it was so atbsod by order of Ihb beard of duoctors M said corporation anti osaadv the eamo.and that he.said wdness• mat ha!honed h name Iha,elo by like order at Ilio same limit sVbwr,bud h name as witness thoreto BARGAIN AND SALE DEED �0 sEcrlTxl rn a WITH COVINAl17 ADAINeT GRAN70R 9 ACf9 BLOCK lot r !(Olmmm jowly or BOUTIIOLD 7 w No.-••- cJ 1r I7e1BIAM11l3i COUNT Or SUPPOLD R08ARIA COPPREDO Henwdml ar t:e,lucrr of COMMONWEALTH LAND TO TITLE INSURANCE COMPANY NEWFIN JY MAIL TO MARINA COPlREDD ROSARIA OOrrRBOD BIG APPLE ABSTRACT CORP. 2340 N. rlrec Street l Brooklyn, Nov York 11223 42.40 Bell Boulevard ° B"Ide,New York 11381 " p16)CB-8100a(212)751.3225 .. ....,..... .�. _. (5161222-274D a Far(716)426.2004 .,-. .- _..... �1 N t f � �{ZP a 5tia1 �-rr BQXES3TNRU 9 MUST BE TYPED OR PRINTED IN PRIOR TO RECORDING OR FILING. 1 SUFFOLK COUNTY CLERK 2utpNITM UIw _ Asia i PtP.n+r.;'^7A[h 95 nPI, 16 ii:111:15 Numhernf a r+ ADR 16 1"6 jilt 1q,041 14 TAXI serial SUFFOLX, SI1I p t t; Ulu gig 27934 Deed Mortgage btstruneal Decd i Alnr{sl"Tta Sump RecnrJlnp f Filing Slamps i Aturtyasr Anil, Arse!r{flos rcc ----^ IluaJllnit 1-W11e'rr1 _ TP•SNJ _•„w,.•..,„„„'�;..._r.._....... 2.SONYMA SUI,:Tutal Solation `__,�_• --- I A•�217(County) sub Total _ w U.SytY,IAJJ r KA-5217(Stale) �I�' nit I"A Xy CUT,M7G,rAX " /X r Du■1'Cona,_Dual Curnly__ " Held for Appurlionttieni Cunm.of Cd. ..........,.....A_•..UU a� i ... Amdavit •a wa. { " _ yy Ccrl{fled Cap} 'Ibc property covered by this,murlpase Is or will be Improved by a one or hru Rcw Copy _ Sub'ratal •„ ,. famDyJwrUfnquaiy. YES or NO— Other GAAMO TO'J'A LIf NO,see■plimpriale ta■cl■u.c on A .•_.m".:w pate Nuf this Instrument, Real Pruperly'rar,Service Agroel Verification _ 6 Title Cumpanv Information ��S'QC. �. ...•_,...a ,..�......,......�,.....•., f;aanyutl'Nome .�....._..,,... S`i? _ rdtht Nimu4uer, FEE P Club_ x � Cusbh Chcrk •!Cbrrsc__ RECORD a RETURN TO 19Suffolk County Recording & Endorsement Page This page forum part of the attached _ __ _�, made by: (Decd,Mullgagc,cie.) �� rt j. t■ ,;— 'lite premis"IterrIll Ie alluaicd in SUFFOLK COUN'rV,NEW YORK. ...__..,, __ — _., •._w In Ote•rOWN or a ° OOMOULT VOUa1 LAWYaA ea►Oea YONINa T14I8 INItTaUMLNT-TNIi IMLYIWMINT/MOULD SO UeaO eY LAVVVIM ONLY, 1<106MUNTURL,made the 2 day of Mail ninatrtn hu Bred and ninety-Bix 9 C gt9dIVM AR@fLtl_LOBAS90, residing at 2340 Meet First Street, Brooklyn, New York 11223 J( r° HA party of Vito.fire pan,Lad DAMIBLA MARCUMR, residing at 25 South Cate Court, Brooklyn, Now York 11223 pony of the Mcond pan, t]d111"IMCK"r1R shat Ohs Polly of lot Atilt yyoan,int tnnrafrLaratLon at Tan E)WWa and ather ba peld by dNt potty of da prowl pan,dolt herby grant AM orteat unto the party of the"rood pon,dw hefts or uartetaan and utfgna at ttw,pony of Iha Lar„ov4 part bootrnr, ALL that tram plot,pirim or parer]of Lind,MIkkN arfarBddaa •10tnM'MMKWd1 Xpomw, LyLodxn"tbrAnt NMRtt at Rattltock. Town of 900thold, County of 3uti"olk and State of flaw York, known and described aB Lot 1134 on a certain Stop entitled *CAPTAIN KI,OD 8STATkaS"', which aeid MAP 10 on file in the oftlee of the Clerk of Sutrolk County Ste Mop Mo. 1672 dated January 19, 1949. 9URJRCT to covenants slid cestrictione in torpor deeds of record. Q Tt k"1'116R with Ott right,tito and fntorrit,R onay,at the peaty of the fit"art al„Ln&Ad to*by 04 masts abutting who obo-v4#,w6br11 plrnn8aro to the song teras t eoot;"rtX;rk°rH1:.B wkk tNr p1n� and to thr 4sult am tights at tbo potty at tlw Aaw part in and to"ppra�aai.,TO HAV Altf1 TO HOLD tho ph nwk"baryon raatod unto tho patty of tht Wmod fait„Ow kotto or sat warn and at tta lotTty N1 dwroopra4 putt�oMwatn•w... A110 the pdaryey tfa Artt port a ronOraO shat tfw party nwt thr hart port Vwa not dense or auRoaad Stas whataby tfw "ii paonwtarl haon [wort twwwtnRwran]inn any way wtatrrar«aatrpt oa atortttdd. A1ACi the p� tM gtat putt„Cn nnMplfaaao rtttn aottVon La s ttw f fan taw, fiat tta gaoty to the font part wfV Lehijre"the y`�t Lfdor`ohin tar th n oanonyatwo and wiLL fsld 1M as raadro nark taaat+i• atetkNT a1 a ttvtt Land ga of kt a r�rt atiNreaLarn r tow r�t k Brat Man>peat tlM taaattai dM aLAM�r r�awrw Atxt to tNw Par., ays lir p SAY attar porpsto. Tho word"Party"than bo(unstrtrad a it It trail,`P60w,wtdattrtwr dw anus of thio Dant ea torr Wal, 1M V47"m W)CKRMW.thr pony of the Ant pars fou duty roraaraod tug drtd tfa day am yoat flask dom vrkwn 1N reaaaeca or: "0"";" Q k' , 11769 K896 7 "ASar NETT Toto cotwiv ar Ouesna .., TTAYt ar W*1a1dC COUNTY or .., Oe tbs 2ajday W Apr 11, 1997 ,bafose m. Ov the dy d It ,befwe as greooeYy carr Dalona*mos ANGELA LOBA990 to ma known to be the bdlvWW doceibad to sed wbe to ma kaowo to be the isdlvidaal desertbad he and wbo wombed des k0neltobeo aced admorladEsd HIM eaecaed tha OmgokW keetrament, sod edmowladhd Beat she tAe 4400. wHicotod tbs MOM. « if*t a r T tl c rpt iIRMAd MALTESE *OW,t outfit.ttato ea 40**^ 40 a1MAA1697650 000000 wo coveRobo,Ntor tw M,4s X101 na »An a ran'rout.COUWrr OF ., STATZ ar MW Yaex,cower ot �. Oa the day of 19 ,be,fare nit OR HIS day of 19 belare me 4w mtwtwt, by me duly nmm,did do"and t�ly" wibw"to dw f ktattonwan,with My thes he n*Wo at Na. wledaw f sot y0teoeaYl ed, by me duly twom„,did 4"emt oy t10t t0 ro"o at No, that be b the of tbst be knows ,dW otpoHIS04 dWrRtad ke and wbatdl eatmbtd 0*f l"O ,th" bo to be,the LdivMW boy"N,*W of OM foo;thea Leo rMl a1AsAd docIftwA to and who wombed Ow foresolq beRMHMeatc to old ketnou4Mk 6"k, s Roll.dwd k wM w'theet be. d sobIcrlbiq w1mew wu pteeft" *04 taw aE4aMd by order of dw boErd of atrotton of geld dee Maas;rad tha bet,etkl WWM*, Hoo,04 dirt hs eeMed h hates dwuwttto by like,ovdtr. At the ams Nme enbasfbod h mom sa rr11 thwft. Varpht and Bair Verb 1.1q, ION WITH COIINANT AOAINIT GaANTDa't Acis BLOCK Trrtl No. (.OT C13--gl mw of Suffolk ANGELA LORA990 RtCOADYD AT THE Rroursy Or TO La}»yers 114c Insurance Cprporatwn DANIELA NARCUNE RETURN BY MAIL TO STANDARD FORM Or DANIEL& MARCUNE Now Yon BoARo ur TITh UNDtewalTEA7 25 SOUTH GATE COURT Ditlribulyd by BROOKLYN, BY Zip Na 11723 Laywr9 TItIC Insurance Corporal" a « t nl N w „ 1 ' tYfl]tf�V.Tl1 •A• ° w w.. 1��►.rr L. A...f I b«J a =1 nJ 4t•t. 1 A.- 1••• +lr• a.p w..r .1..1 1 \11\ � t11,1 ' .{.. AAA 1 nn 111n •n th. -•11 . ..f rb. :t.. .1 .w.... ,.. ... ,yap q udpl] t. ..,, wr.w. .,«p .«.r i w.1 w« .r deal• of . n r..•erd ILF I Yw. w.d 1-1wrrY w.l t•• 1•. 'r•- w•r c•^• �^ •nrered t, n...w r.t•...,. t•„ „ ...m.r«.•rm+. v. I•• d-••A - +Iwpt.r.bvr 3.1. 'ti• wrvl r.r erdwd In rhw yrwrl •:Lr w•-. •«-L•.. .lce on �.r•r w•Dwr 'l. lobo • Lr...•. "f+ f l�: ,-d(Eaecutor rw fw.l•rpt -•f ...n.r . uµto 4•• R c a•-d De ber .. I•....+r.. Irk wl•. rt Y.ITlI{l' w.f J..nY•w.... w ndt"." A^`t NOI H IA.p-v . \N1 N n.. .V IN VYfr"I M.1'of ,:z �stN�uut COL^. , or S*4TL of naw 7oaw.CgUrrrY OF• ]o. ^- H Inf A m... 'ptnlM r.aOE . �� x�p�y.:. Sr:.x r4MW EbRrbed•• ped as •At or bwKwR tbR N1aINr rA.mg-d--4w4.,O++ ... . mr rp1^CIIA* „ b n , .oma..f n..,..�...... .. ... �� ae yr �••i�. A „;own ...a.. 4h•X ....................,...__......... .-....... ....�... ..-�---„�^_^.�^dry". .,,”"".». ..-..._...^ D cisAe 47 3 � V .1 U Z RECORDED I [1000] - TOWN OF SOUTHO .. lo, CP 0 its 0A w • J OD .It, 11 pv lD W' wig -2111 �„�- '""'"'"•'"�' ""� I... 1 Q " N w ua� ` o + . OZ k yv`. IZV:vim """A " „ww,.+."""a'.1✓^ kt �, :4 ea' a W t4 ?w o Ll Zl a, CS?ea fV 00 ts 66 4) > yca "p C ,r► "9, co \ ��w New York Abstract services, Inc. 394 Old Country Road,Suite 202, Garden City, NY 11530•Phone No. 516-248-8115• Fax No. 516-248-8140 Friday,December 30,2022 Page 1 of 1 Andrew Janusas "Ipem- Account Number: 247 516-376-3626 Search Number: CTSY-4775 Order Details: Ordered: 3/23/2021 Customer Reference: Premises: 1000 Summit Drive,Mattituck,NY 11952(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 3/30/2021 Single and Separate Search $700.00 $60.38 $0.00 $760.38 12/30/2022 Single and Separate Search- Update $50.00 $0.00 $0.00 $50.00 o,........—...... m .......... ...... ....... „„., * Sales Tax for Suffolk-8.625% ' Charges $750.00 Please make checks payable to: Sales Tax: $60.38 i New York Abstract Services,Inc. Payments: - $0.00 394 Old Country Road,Suite 202 Total Due: $810.38 Garden City,NY 11530 Please return on with your payment — -.. — — — — — — — — .-. — — _.. — — this porti Name: Andrew Janusas Invoice Amount: $810.38 Amount Enclosed: [ ] Please apply payment towards Search Number CTSY-4775. [ ] Please apply payment towards balance under Account Number 247. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to New York Abstract Services,Inc. 8D 7 T4 67* 0 60 MON. M. E-4 tSURVEY OF LOT 85 LIV BLOCK 6 a MAP OF CAPTAIN KlDD ESTATES SITUATE AT M47TITUCK INLET E- TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Ito FILED. 0111911949 MAP NO. 1672 S.C.T.M. No. 1000-106-02-03 LOT AREA = 24,322 S.F. VACANT GUARANTEES OR ccRTIFvvcos ARE Nor TRANSFERA044 UNDEMAOUNO UPMES EASEMENTS NOT SHO-AND Up"ryPOLELOCATIONS ME NOT GUAAANNXO, THE OFFSET DIMENSION SHOWNHEREON FROM ME STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE,THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS,PLANTING AREAS, ADDITION TO ITURDIN S AND OMER CONSTRUCTION.THE EXISTENCE OF RIGHT OF WAYS.WETINDS AND/OR EASEMENTS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION YO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF THE NEW YORK STATE EDUCATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCATIONS Or AND DISTANCES TO WELLS AND CESSPOOLS ME 8Y LOCATIONS INFORMATION 09TNNED ,,Ov FROM HOMEOWNERS FIELD OBSERVATIONS ANO/OR Ow OTHERS.S#X6 MOST ARE Wr MOLE THESE TONS MO OIWBSfl S CANNOT BE CERTIFIED. I NO POSSESSION -1 S 82°00,00" v I 1 100-00' LOT 92 11 LOT 91 SECCAFICO LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 pseccafico0optonline.net Pat C. Secoofico. PLS Pat T Seccofico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 copyright — 2021 Seccofico Land Surveying PC PROJECT No. 62315 SCALE: I" = 30' DATE. 02/10/2021 SURVEY OF LOT 85 IN BLOCK 6 MAP OF CAPTAIN KfDD ESTATES SITUATE AT MATTITUCK INLET TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FILED: 0111911949 MAP NO. 1672 S.C.T.M. No. 1000-106-02-03 LOT AREA = 24,322 S.F. ELEVATIONS PER NAV88 DATUM GUMANFSES OR DER77FICATIONS ARE NOT TRANSFERABLE.UNDERGROUND GROPES EASEMENTS NOT SHOW AND URLIFY POLE LOCATIONS ME NOT CUARANTEEO. THE OFFSET DIMENSION SHOWN HEREON FROM ME STRUCTURES TO THE PROPERTY LINES ME MR SPECIFIC PURPOSE AND USE,THEREFOREARE NOT INTENDED TO GUIDE ME ERECTOR OF FENCES,RETAINING WILLS POOLS,RATIOS.PUNTING AREAS, ADDITION TO BUILDINGS AND GRIER CONSTRUCTION THE EXISTENCE OF RIGHT 01"WAYS,WETLANDS ANO/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR AOD4TION TO THIS SURVEY IS A VIOLATION OF SECTION 7204 or THE NEW YORK STATE FDUGARPN LAW COPIES OF THIS SURVEY NAP NOT 8-THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SFAI.SHALL NOT BE CONSIDERED A TRUE VALID COPY ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ME BY LOCATIONS IDOW HOVEOWNERS,FIELD 4 095WOM ARAlDlaq'N"'A"DO'ORT"'a"FROM OTHERS.SWCE MOST'ME NOT W$IBLE A P14LIXATIoN15 AND OI.E.Wls CANNOT IRS CER-ED. 40 103.9 STX ,7.41 as '60 41' mo C4 4811 SETA." E" 52 do SET 6V 54' ad,— 00 do,- VSET,, ea. 64 ter co sE'I to �4 sgr ti CANT 74 EDGE OF crx 60' lb Own +l co Al �j E. 4111 � SET 'Is M 110 Jf lis" 82 Oro 101100� W 100-00, -Eo� 00'00 S BZT� �LOT92�� LOT 91 SECCAFIC0 LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone. (631) 878-0120 Phone (631) 728-5330 psecca fico0op ton line.net Pat C. Seccorlco. PLS Pat T Seccaflco. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 TOPOGRAPHY: 1011812021 copyright — 2021 Seccofico Land Surveying PC PROJECT No. 62315.03 SCALE. 1 30' DATE: 0211012021 PROPOSED NEW RESIDENCE xmcl :ll d3G DNIC�lM'7: U 4. au 9 o J� N U J, U :4-A o 7� 4 � � w mmit Dr Mattituck NY 1 1 952 0 0 ° N 1000 Su 0 � � o � U . Nor-4ti DRAWING INDEX GENERAL NOTES `ti � e W ti §1a4`- DIVISION 1-GENERAL REQUIREMENTS D.Bolts in Wood Framing: 0.Fire Stopping: 2. All windows shall have insulating glass,or single glass with T-1 TITLE S FJ E ET & GENERAL NOTES 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall storm windows or equal.Sizes indicated on plans are nominal only. Z N a.THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS be positively secured h place and located according to the 1.All bolts in wood framing shall be standard machine bolts with 1.Fire stopping shall be provided to cut off all concealed draft Builder to consult with window manufacturer to determine exact sizes, ASP-1 ARCHITECTURAL SITE PLAN AND STORM DRAINAGE DETAILS o OR SPECIFICATIONS. appropriate architectural drawings and details standard malleable iron washers or steel plate washers. openings(both vertical and horizontal)with 2"nominal lumber or 2 rough opening,etc.At least one window from each bedroom area w M N-1 NAILING & STRAPPING INFORMATION, I.E.C.C. INFORMATION b.BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. thicknesses of 1"nominal lumber with broken lap joints or other shall have a net clear opening area of 5.7 Sq.Ft.(grade floor 5.0 Sq. N-1 . 1 METAL STRAPPING DETAILS c.All applicable local and state codes,ordinances and regulations including the B.Reinforcing Steel: 2.Steel plate washer sizes shall be as follows: approved material. Ft.)with a net clear height of 24",a net clear opening width of 20",and o 2020 RCNYS a sill height of 44' or less above the floor for egress purposes. d.In areas where the drawings do not address methodically,the contractor shall 1.Reinforcing steel shall be intermediate grade new billet deformed a. 1/2"and 518"Diam.bolts-2-1/4"sq.x 5/16" P.Alignment: Glazing in doors and fixed lazed panels immediate) adjacent to N-2 METAL STRAPPING DETAILS g' 9 P Y 1 W be bound to perform in strict compliance with manufacturer's specifications bars grade 60 conforming to ASTM&615. Welded wire fabric shall b.3/4"Dia.bolts-2-518"sq.x 5/16". doors or within 18"of the floor,which may be subject to frequent and h 20 A-1 F O U N DATION PLAN and/or recommendations, conform to ASTM A-185. See architectural drawings for sizes and 1.All rafters and joists framing from opposite sides shall lap at least recurrent accidental human impact shall be tempered as per IBC, M a locations. 3.Each bolt hole in wood shall be drilled 1116"larger than diameter of six(3)inches and be nailed together with min.(3)10d face nails. BOCA and CABO and state and local codes and ordinances. A-2 FIRST FLOOR PLAN 2. On-site verification of all dimensions and conditions shall be the responsibility of bolt. A-3 ROOF FRAMING PLAN AND DETAILS the general contractor and his subcontractors. 2.Detailing,fabricating and placing of reinforcement shall be in 2.When framing end to end joists shall be secured together by metal DIVISION 9-FINISHES accordance with ACI-315 Manual of Standard Practice for Detailing 4.For sill anchors,see typical details on architectural drawings. straps. A-4 B U I L D I ISI G ELEVATION & BUILDING SECTION 3. Noted dimensions take precedence over scale. Never scale directly from Reinforced Concrete Structures A.General A-5 BUILDING ELEVATIONS AND BUILDING SECTION drawings. Contractor should consult Architect in case of question. E.Lag Bolts: Q.Partitions: THIS DRAWING, 3.All reinforcing bars which intercept perpendicular elements shall 1.All gypsum wallboard shall be installed in accordance with the PREPARED FOR THE A-6 BUILD 11',I G ELEVATIONS & STAIR DETAILS 4. The general notes and typical details apply throughout the job unless otherwise terminate in hooks,placed two(2)inches clear from outer face of 1.Shall be of structural grade steel. 1.General: provisions of the BOCA,CABO and state and local codes and SPECIFIC PROJECT noted or shown. element. A-7 POOL HOUSE ELEVATIONS AND PLUMBING RISER DIAGRAM 2.Washers shall be placed under the head of lag bolts bearing on a.Provide solid blocking at 4'-0"o.c.between the joist and ordinances(as applicable). INDICATED, IS AN S-001 GENERAL NOTES & TYPICAL DETAILS 5. Discrepancies: The contractor shall compare and coordinate all drawings;when 4.The contractor shall notify the building official at least forty-eight wood. Length of lag bolts shall be minimum 213 depth of members first interior parallel joist. 2.Gypsum wallboard shall not be installed until weather protection for INSTRUMENT OF S-100 FO U N DAT I O N/PILE PLAN in the opinion of the contractor,a discrepancy exists he shall promptly notify the (48)hours prior to each concrete pour. No concrete shall be poured being bolted together. the installation is provided. Storage should be in accordance with SERVICE, AND THE Architect,in writing,before proceeding with the work or he shall be responsible into footings containing standing water or mud. Footings shall be b.Splices of the top and bottom portion of double top plates manufacturer's instructions. PROPERTY OF THOMAS S-200 FO U N DATION SECTIONS for the same and any indirect results of his action. dewatered prior to placement of concrete. No concrete shall be F.Altering Structural Members: must be staggered a minimum of 4'4". placed until all reinforcing has been installed by the contractor and 3.All edges and ends of gypsum wallboard shall occur on the framing MURAWSKI 6. Omissions: Architectural drawings and specifications shall be considered as part inspected by the building official or county approved licensed 1.No structural member shall be omitted,notched,cut,blocked out or c.Splices shall occur only directly over studs. members except those edges which are spaces where fire resistive ARCHITECT. of the conditions for the work. In the event that certain features of the inspector. relocated without prior approval by the Architect. Do not alter sizes of construction is not required. INFRINGEMENT OR construction are not fully shown on the drawings,current national,state and local members noted without approval of Architect. d.Structural variations are allowed if substantiated by ANY USE OF THIS codes,ordinances,regulations or agreements as well as current acceptable 5.Minimum protective cover for reinforcing steel shall be as follows: Architecting calculations. Stamped by professional Architect 4.The sizes and spacing of fasteners shall comply with BOCA,CABO PROJECT IS building practices shall govem,and their construction shall be of the same a.Footings: 3" G.Built-up Beams: licensed to practice in the jurisdiction where construction is and state and local codes and ordinances(as applicable). character as for similar conditions that are shown or noted. b.Beams and columns: 2" taking place. One set of calculations to be provided to PROHIBITED. ANY c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) 1.Built-up beams or joists formed by a multiple of 2 x members shall Architect for approval prior to construction. 5.Provide moisture resistant drywall cement board at tubs and ALTERATION OR 7. The Architect will not be responsible for and will not have control over d.Walls-1 1/4"at interior face: 3"at exterior face. be interconnected as follows: showers as shown on details in architectural drawings. construction means,methods,techniques,sequences or procedures,or for e.Lap top plates at corners and intersections. REPRODUCTION OF safety precautions and programs in connection with the work,and will not be C.Foundation: a.Members 9-114"and less in depth: glue and intemail w12 6.Fire-resistive construction: Garage ceilings and walls when THIS DOCUMENT IS responsible for the failure of the Client or his contractors,subcontractors,or 1.Footing depths are shown on the architectural drawings. Footings rows 16D nails at 12"o.c.staggered. 2.Bearing Walls supporting one floor or more: adjacent to a dwelling unit shall be of rated construction according to ALSO PROHIBITED anyone performing any of the work,to carry out the work in accordance with the shall bear a minimum of 1"-0"into original undisturbed soil and a the UL Design specified on the drawings when units are designed WITHOUT WRITTEN approved contract documents. minimum of T-0"below finished grade. Where required,step footings b.Members greater than 9-1/4"in depth or multiple 3 x a.Partitions must be constructed of minimum 2 x 4 studs under BOCA standards as indicated on the drawings. CONSENT OF THE to ratio of 2 horizontal to 1 vertical. members through bolt with 1/2"diameter machine bolts at spaced 16"o.c.of type lumber specified. 8. Any and all drawings and specifications for sitework,plumbing supply or waste, 24"o.c.staggered. DIVISION 15-MECHANICAL ARCHITECT. electrical circuitry,and heating,ventilating,fabricated trusses,and air 2.Where conditions develop requiring changes in excavations,such b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's is conditioning systems are not a part of the professional services provided to the changes shall be made as directed by the H.Cutting of Beams,Joist and Rafters: used,floor joists shall be centered directly over and below A.Heating Ventilation and Air Conditioning: Client by the Architect unless included under their agreement. Any bearing wall studs with a tolerance of no more than V unless discrepancies with these documents by any of the above listed services as 3.All footing excavations shall be inspected by the building official or 1.Cutting of wood beams,joists and rafters shall be limited to cuts substantiated by Architecting calculations. 1.All work shall be in full accordance with all current codes and REVISIONS shown in documents prepared by others should be indicated in writing to the county approved inspector prior to the placing of any concrete. Same and bored holes not deeper than 1/6 the depth of the member and regulations of the governing agencies. Architect immediately. shall be given forty-eight(48)hours notice for this observation. shall not be located in the middle of 1/3 of the span. Notch depth of c.Bearing stud walls must be sheathed with a minimum 1/2" the ends at the member shall not exceed 1/4 the depth of the member. gypsum board fastened according to drywall manufacturer 2.Mechanical subcontractor to submit shop drawings indicating duct 9. Prior to application for building permits,the Contractor will furnish the Architect 4.Soil investigation and report: All earth work,compaction and Holes bored or out into joist shall not be closer than 2 inches to the tip recommendation. layouts,condenser location,duct sizes,etc.to Architect prior to with two sets of shop drawings of all prefabricated components,one set to be supervisions shall be done according to the recommendations of the or bottom of the joists and the diameter of the hole shall not exceed installation. Mechanical subcontractor to review structural sop retained by Architect,the other set to be returned to contractor after review. soil investigation report prepared by a licensed geotechnical Architect. 1/3 the depth of the joist. The tension side of beams,joists and DIVISION 7-THERMAL AND MOISTURE PROTECTION drawings and notify the Architect of any mechanical and structural and Items requiring shop drawings include but are not limited to roof trusses,floor Concrete slab and footing calculations are based on a 2,000 psf value. rafters of 4 inches or greater nominal thickness shall not be notched, design intent conflicts prior to construction. trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any If on-site test boring indicate lesser values,notify Architect,in writing, except at ends of members. A.Roofing: prefabricated component be modified during construction from previously so that necessary structural modifications can be made. 3.All work shall be done in a neat and workmanlike manner and so as approved shop drawings,the Architect shall be furnished,prior to fabrication, I.Pipes in Stud bearing Nails or Shear Nails: 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 to not needlessly hamper that portion of the work performed by others. with revised shop drawings incorporating the revision. If the Architect is not 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 layer of 30#asphalt saturated felt underlayment unless otherwise provided with the above information,the client shall defend,indemnify,and hold WWF and shall be placed on 6 mil.vapor barrier on 4"crushed stone. 1.Notches or bored holes to studs of bearing walls or partitions shall noted. Install according to manufacturer's instructions. B.Plumbing: harmless the Architect from any claim or suite whatsoever,including but not not be more than 1/3 the depth of the stud. limited to,all payments,expenses or costs included,arising or alleged to have 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 2.Cedar Shakes: #2 grade red-label cedar shakes(18"1 x.457) 1.All work shall be in full accordance with all current codes and arisen from prefabricated items. J.Bridging and Blocking: over one layer 304 a.s.f.underlayment. Install with 4 1/2"weather regulations of governing agencies. 4 bldg dept.comments 01-20-2023 7.Install anchor straps as per mfg.recommendations: 12"from exposure. Apply an 18"wide strip of 30#a.s.f.over each course of 3 file for permit 11-01-2022 10. The conditions and assumptions stated in these specifications shall be verified corners and intervals of not more that 4'-0".Minimum embedment for 1.There shall be not less than one line of bridging in every eight feet shakes,9"from bottom edge of shake extending over top of shake 2.All work shall be done in a neat and workmanlike manner and so as by the contractor for conformance to local codes and conditions. In the event of anchors shall be as specified by manufacturer. Coordinate with of span in floor,attic and roof framing. The bridging shall consist of and onto sheathing. to not needlessly hamper that portion of the work performed by others. 2 progress review 09-28-22 a discrepancy between these specifications and local codes or conditions,the details on Drawing N-2 not less than one by three inch lumber double nailed at each end or of contractor shall notifythe Architect in writing of the discrepancy and special equivalent metal bracing of equal rigidity. Mids an bridging is not 3.Eave Flashing: See note Bel,below. 1 REVIEW WITH DOB 9 P Y P 9 q 9 ty• P 9 9• 9 3.Plumbing subcontractor to review structural and mechanical Architecting requirements shall be applied to insure the building's structural 8.Beam pockets shall be formed into concrete walls to provide a required for attic or roof framing where joist depth does not exceed drawings and notify the Architect of any plumbing,HVAC,structural REV DESCRIPTION integrity. continuous level flat solid bearing surface for all beams. twelve inches nominal. Block solid at all bearing supports where B.Flashing: and design intent conflicts prior to construction. adequate lateral support is not otherwise provided. Block all stud 11. These requirements maybe superseded by more stringent information contained DIVISION 6-WOOD walls at maximum intervals of eight feet with minimum of 2 x solid 1.All flashing,counter flashing,and coping when of metal shall be of DIVISION 16-ELECTRICAL within the drawings. The more stringent shall be followed. A.Lumber Grade: material with tight joints. Provide 2 x frrestops at mid-point vertically of not less than no.26 U.S.gauge corrosion-resistant metal. ED qRe 1.All lumber shall be,unless otherwise noted,No.2 grade. Douglas stud wall. Bridging as required by floor truss manufacturer's printed i 1.All work shall be in full accordance with all current codes and shall 12. Soil conditions shall conform to or exceed the following conditions: Fir-Larch with the following minimum structural values. Grading shall instructions. 2.Flash all exterior openings and all building corners with approved comply with the requirements of the serving power and telephone c ��5 S J. lye Bearing Capacity:Min.2000 psf.field verified under all footings and comply with PS 20-70 American Softwood Lumber Standard and material to extend at least 4"behind wall covering. Cover all exposed ompanies. reinforced slabs. applicable Western Wood Products Association Standards K.Lintel Schedule: plywood at building corners with waterproof building paper. Q: r u, Water Table: Min.2'-0"below bottom of all concrete slabs and footings. a.Extreme fiber bending stress: 2.All work shall be done in a neat and workmanlike manner r' y Footings,foundations,walls,and slabs shall not be placed on or in Marine Size Repetitive Member 1.Unless otherwise shown,provide 1 lintel with 6"minimum bearing 3.Step flash at all roof to wall conditions. Flash and caulk wood and so as to not needlessly hamper that portion of the work performed Clay,Peat and other organic materials. 2 x 12 1005 PSI for each 4"of wall thickness. beams and other projections through exterior walls or roof surfaces. by others. 2x10 1105 PSI ' ''`_"''"�-`'' 13. Live Loads: Roof: 30psf. Floor:40psf(except sleeping rooms:30psf). Exterior 2 x 8 1210 PSI 2.Lintel Schedule: 4.Eave flashing shall consist of two layers of 15#a.s.f.cemented 3.Installation: 9� 0 Balconies:60psf.Stair Landings:40psf. Garage:50psf. Maximum foundation 2 x 6 1310 PSI Span: Size of Member together in addition to required nailing from the edge of the eave up lateral pressure: 40psf. Dead Loads:l0psf. Decks: 40psf.Attics without 4'-1"to 5-0" 4 x 31/2 x 5/16 or 2-2x8 the roof to overlay a point 24 inches inside the interior wall line of the a..All equipment installed outdoor and exposed to weather ALTERATI N OF THIS DOCUMENT EXCEPT BY A 3 storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200psf. b.Horizontal Shear:Fv =75 PSI 5'-1"to 6'-0" 5 x 3112 x 5116 or 2-2x10 building. shall be weatherproof. LICENSED PROFESSIONAL Is ILLEGAL c.Compression perpendicular to grain: FcL=405 PSI 6'-1"to 8'-0" 6 x 3112 x 318 or 2-2x12 14. 14.Bottom of footings shall extend below frost line of the locality and minimum d.Compression parallel to grain: Fc =875 PSI C.Attic Ventilation: b.Bottom of receptacles and switches shall be located 5" 3'-0"below existing grade to undisturbed soil or soil compacted to 95 as verified e.Modulus of elasticity: E=1,600,000 PSI L.Plywood: above counter top unless otherwise noted on drawings. by a soils Engineer licensed in the locality where project is being built. f.Moisture content: 19%maximum. 1.Enclosed attic truss spaces and enclosed roof rafters shall have Janus as 1.All plywood shall be Doug fir or equal. It shall be manufactured and cross ventilation for separate space with screened ventilating c.Receptacles shall be installed vertically at 12"above finish 0 15. All foundation wall backfill under slabs where distance from edge of wall to edge 2.Other species may be used provided substituted species shall meet graded in accordance with U.S.Product Standard PS 1 83 for openings protected against the entrance of moisture and rain in floor and 12'-0"o.c.horizontally. All receptacles within of undisturbed soil exceeds 16",but less than 4'-0",shall consist of clean, or exceed requirements noted above. Construction and Industrial Plywood. accordance with the WFCM,BCNYS BOCA and CABO code,latest 6'-0"horizontally of a sink lavatory or tub shall be wired to a Residence porous,soil compacted in 6"layers to 95%dry density or provide#4 rebar at (as applicable)edition and all state and local codes and ordinances. ground fault interrupted circuit. 2'-0"o.c., V-0"beyond edge of undisturbed soil and 1'-0"into foundation wall. 3.Moisture content: All lumber 4"and deeper shall have moisture 2.Each plywood sheet shall bear the"APA"trademark. See details on architectural plans for locations and details. content not greater than 19%,air dried lumber is desired but not d.Wall switches to be 48"above floor. 1000 Summit Drive 16. Free draining granular backfill(SM or better)shall be used against foundation necessary. Lumber may be kiln dried,however drying process must 3.All end joints shall be staggered and shall butt along the center DIVISION 8-DOORS AND WINDOWS Mattituck, NY 11952 walls consistent with the architectural plans and related details. Equivalent fluid be slow and regulated to cause a minimum amount of checking, lines of framing members. e.All smoke detectors to be wired in a manner such that the o pressure of backfill not to exceed 40pcf(pounds per cubic foot). If backfill comparable with air dried stock. A.General activation of one by means of metal hangers will activate all. ARCHITECTURAL PLANS pressures exceed 40pcf,then walls must be designed for actual pressures by a 4.The face grain of the plywood shall be laid at right angles to the registered Professional Architect licensed in the locality where project is being 4.All exterior lumber and lumber in contact with masonry or concrete joists and trusses and parallel to the studs. 1. Windows in buildings located in wind-borne debris s built. shall be pressure preservative treated in accordance with AF&PA regions(120 mph wind zone or with-in one mile of the ocean,bay and Q standards and stamped"Ground Contact 0.40 lbs/cubic foot". 5.Nails shall be placed 3/8"minimum from the edge of the sheets. sound)shall have glazed openings protected from wind-borne debris 17. Unbalanced fill not to exceed T-0"unless otherwise noted and substantiated by The minimum nail penetration into framing members shall be 11/2" or the building shall be designed as a partially enclosed building in DESIGNED BY: Architecting calculations. Backfill shall not be placed against walls until 5.Grade stamps shall appear on all lumber. for 8d nails and 13/8"for 10d nails. accordance with the Building Code of New York State.Glazed tjm slabs-on-grade and framed floors are in place and have reached their design opening protection for wind-borne debris shall meet the requirements REVIEWED BY: strength. Proper precautions shall be taken to brace foundation walls when 6.Store all lumber above grade and protect from exposure to weather. 6.All floors shall be nailed as per nailing schedule. of the Large Missile Test of ASTM E 1996 and of ASTM E 1886 ENGINEERED LUMBER STAMP TM backfilling. Where backfill is required on both sides,backfill both sides simultaneously. B.Flitch Beams: M.Corner Bracing: Exception: DATE: Wood structural panels with a minimum thickness of 7/16 inch March 17, 2022 DIVISION 3-CONCRETE 1.Flitch beams shall have a minimum fb=15000,E=11.4 with 1/2" 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 (11.1 mm)and a maximum span of 8 feet 2438 mm shall be CONSTRUCTION TYPE CLASSIFICATION SCALE: E bolts located not closer than 2"from the top and bottom edge unless diagonals,let into studs,or with 4 x 8 plywood sheet of thickness to permitted for opening protection in one-and two-story buildings. V) 1.See Table R402.2 2020 NYSRC minimum specified otherwise noted. There shall be a bolt top and bottom 2"from each match that of sheathing,or with metal strap devices installed in Panels shall be precut to cover the glazed openings with attachment PROJECT NO: 0 compressive strength of concrete on the N sheets end(see typical flitch plate bolt pattern detail). accordance with manufacturer's instructions(16 Ga.compression hardware provided.Attachments shall be provided in accordance with REFLECTIVE WHITE JanuA 21-01 tension),or w/structural grade thermo-ply. Table R302.2.1.2 or shall be designed to resist the components and SHEET TITLE: C.Joist Hangers: cladding loads determined in accordance with the provisions of the REFLECTIVE RED 2. Concrete work shall conform to all requirements of ACI-318 specifications for 2.Lap plates at all corners. Building Code of New York State. PANTONE #187 TITLE SHEET AND structural concrete for buildings. 1.All purlins,joists and beams not framed over supporting members TRUSS TYPE CONSTRUCTION STRUCTURAL GENERAL NOTES shall be supported. N.Nailing: N COMPONENTS 2.Joist hangers shall be prime quality steel which conforms to 1.All nailing shall comply with nailing schedules in WFCM,IBC, SHEET: ASTM-A525,min.22 gauge. Products acceptable shall be Simpson, OCA and CABO(as applicable),latest edition and all state and local COORDINATE SIGN LOCATION WITH FIRE o Kant-Sag,or equivalent, building codes,or maufacturer's recommendations. MARSHAL T- 1 .0 N i OF 13 0 N O o b4 U 04 T6 107 1 06 107 pix �00 '00T ; Jai « 00,10 S p° � to p ; A109 7991 x� w S,o•a 1 S,8'0 •p� SET RETAINING WALL AND GUARD � N SET STK. tt �d.3 N x RAIL PER 312 OF THE 2020 V STK. K•p4 RBCNYS W w � M PROPOSED POOL HOUSEw Z e -- ----- — —Co _ PROPOSED IN GROUND POOL ~ U •�px /� \ PROPOSED ON GRADE PATIO �6)C) 8101 o V /- O � m�j 8 _ — _ _ \ \\ N _ tj76 1 W -----2r4 ---� _ \�0 I .pp M a 72 �o - -- ------ �� ---��I \ 80 SET I 1 1 PROPOSED 2 STORY SINGLE THIS DRAWING, ST .. � _ FAMILY RESIDENCE -----STK. � ; 1 78 PREPARED FOR THE 6 I SPECIFIC PROJECT --� I A I INDICATED, IS AN 1 INSTRUMENT OF ti 66 I \\ SET SERVICE, AND THE STK PROPERTY OF THOMAS MURAWSKI o \ \ 1 74 ARCHITECT. C) \\�U\1\ ,-'b��� O INFRINGEMENT OR c C,�,) \, ANY USE OF THIS 1 Cn / �i -1 72 y y PROVIDE EXTENSION PROJECT IS / COLLARS AS REQUIRED NASSAU COUNTY PROHIBITED. ANY 11 ti \ I STANDARD HEAVY DUTY CAST IRON O o p \ 1 70 SOLID 24 MAX x.b� REINFORCED FLAT FRAME,RING AND COVER TO GRADE IF UNDER ALTERATION, OR 10 TOP 12"THICK PAVED AREA 1 p, REPRODUCTION OF 68 /� I2'MIN. p THIS DOCUMENT IS 66�' O 4"x12"OPENING 4"MAX.w- ALSO PROHIBITED LSETCJI < ig , J • •� J 4"WAI WITHOUT WRITTEN \`k Q o= ® ® ® ® ® ® o CONSENT OF THE ��- - Z9 �,�_- PROPOSED TERRACE m N w PIPING TO BE 10' z 62 L / p �z o RCP.MIN 2'-G' ® ® ® ® ® ® ® I ARCHITECT. •�� --------------- / _ 3 j BELOW GRADE. \ 60 '� z < PROVIDE 1/8"PER 12 04 5' MIN. , \ SD-3 ItT Z U FT.(MIN.) 3�1 PRE-CAST CONCRETE 8' x X Ej Q w PROVIDE TIGHT �: ® ® ® ® ® ® ® cr FOOTING - 8�- \_ ' / \\ - - 58 O U JOINTS ". 12 ® ® ® ® ® ® .• . ----- - a 12 ® ® ® -: REVISIONS -' — � - U 54 56 o z ELEVATION SECTION , SD-2 N s Jct _—�_� \\ // �� r, / ----- `�j'/.54--_ 1 LINE OF GROUND WATER !i � SET 6 TSTK. (PENETRATION) / COLLAR MATERIAL RETEABLE SOIL p roar' — \-�-__ / --- 50,4 \ \ \ ---��/ / SD-1 52 LT / UNDERLYING SAND AND GRAVEL STRATA iSTK. \ \\ 4' "— 31-0r COORDINATE WITH CALCULATIONS FOR RING DIAMETER 3'-0 \ \�_--___ / / '09 - NOTES: MIN. 1 _ 48. \ —\--------- __ / 50 MIN. 1.COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH 4 bldg dept.comments 01-20-2023 2.THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND&GRAVEL FILTER MATERIAL CONTAINING LESS THAN FIFTEEN(15)PERCENT FINE SAND. 3 file for Permit 11-01-2022 SILT&CLAY(SILT &CLAY FRACTIONS ARE NOT TO EXCEED(5)PERCENT ___— x �� 2 progress review 09-28-22 46 \ \\ `�� sC , THIS DRAWING IS FOR SITE PLAN INFORMATION ONLY. THE USE OF THIS DRAWING IS FOR ` STORM DRAINAGE FOR A SINGLE FAMILY DWELLING. 1 REVIEW WITH DOB �RYWELL CALCULATIONS 48 REV DESCRIPTION AREA 1=5,226 Sg.ft AREA SQUARE FOOTAGE �-4f V 1 \ — ��„� �� F' DRYWELL AREA =5,226 Sq.ft.OF COVERAGE MAIN RESIDENCE: 3,536 SF rtUY��irt�0 5,226 Sq.ft Ft.x.17'(2"RAINFALL)=888.5 CU.FT.(6,647.2 GALLONS) POOL HOUSE: 370 SF y6 Q LyrlaLry DRYWELL AREA=888.5 CU.FT.REQUIRED DECKS: 760 SF �\4\� ` \ J \\ Q� DIAMETER X PAVERS 560 SF HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210 GALLONS) '�V4 •�q \`` � O o� sg 1 ��d� j�����ak SD-2 (2)8-0"DIAMETERX3=6"HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210GALLONS) TOTAL 5,226 SF � EDARCy \ SD-3 (2)8'-0"DIAMETER X N-0"HIGH RING = 337.6 Cu.Ft.CAPACITY(2,526 GALLONS) �\ PS j 0 x SET y'� �j O \�O k -Vrlqk TOTAL CAPACITY=927.6 CU.FT.6,946 GALLONS>888.5 CU.FT.REQUIRED AQ: �� t 61 • �T STK. NOTE. ALL PRE-CAST STRUCTURES TO MEET THE REQUIREMENTS OF SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS. II 9j 8993,y0Q dg UL 09-60 111 III ALT OF 11 LICENSED PROFESSIONAL I T EXCEPT BY A S ILLEGAL • gA- g 86 I N O ZONE: A anusas N PROPOSED SETBACKS TO WORK PROPOSED: Residence FRONT YARD: 88.0' < 40' MIN. REAR YARD: 67.08' < 50 MIN 1000 Summit Drive SIDE YARD: 15.33' < 15' MIN Mattituck NY 11952 AGGR.SIDE YARD: 39.13' < 35' MIN HEIGHT: 32.08' < 35MAX FIRST FLOOR 2,884 SQ. FT. ARCHITECTURAL PLANS 0 2nd FLOOR MEZZANINE 545 SQ. FT. t < FRONT TERRACE 1,000 SQ. FT. DESIGNED BY: s POOL HOUSE 246 SQ. FT. tjm REVIEWED BY: POOL 360 SQ. FT. TM DATE: TOTAL BUILDING AREA 4,490 SQ. FT. March 17, 2022 LOT AREA 24,322 SQ. FT. SCALE: E as noted E N %OF LOT OCCUPIED 18.46%<20%MAX PROJECT NO: g JanuA 21-01 0 SHEET TITLE: N ARCHITECTURAL SITE a PLAN STORM DRAIN. MAN. DETAILS N v SHEET: U ASP 1 +0 a o ARCHITECTURAL SITE PLAN STORM DRAINAGE MANAGMENT DETAILS x OF 13 o i 1 SCALE: I"=20' 2 SCALE : NTS ®r TABLE R301 .2(1 ) 2020 NYSRC 2018 WFCM TABLE 3.1 NAILING SCHEDULE AIR BARRIER & INSULATION INSTALLATION (R402.4.1 .1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Joint Description Number of Number of e WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT AND/OR TEST ALL COMPONENTS AND VERIFY COMPLIANCE. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR a ° Common Nails Box Nails [Nail Spacing e THE BUILDING SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR.TESTING SHALL BE CONDUCTED SNOW DESIGN UNDERLAY- FLOOD FREEZING MEAN ROOF FRAMING LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE FROST LINE DESIGN ANNUAL IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A PRESSURE OF 0.2 INCH W.G. 50 PASCALS). MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING TERMITE TEMP MENT HAZARDS INDEX ( ) (MPH) DEPTH REQUIRED R403.3(2) TEMP Rafter to Top Plale (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter AIR BARRIER & INSULATION INSTALLATION' 20 130 NO NO B SEVERE 36" MODERATE TO SEE BELOW YES NO ° Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist HEAVY t' Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION �..+ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA b13p.. Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap o 'S MANUAL J DESIGN CRITERIA (See Manual J report) 1=1Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie GENERAL A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A •r•w Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR INDOOR DESIGN HEATING 4-J " w W o REQUIREMENTS BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE SEALING MATERIAL. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR HEATING COOLING DESIGN TEMPERATURE TEMPERATURE WALL FRAMING TEMPERATURE COOLING DIFFERENCE V3 W Top Plate to Top Plate (Face-nailed) 2-16d1 2-16di per foot JOINTS IN THE AIR BARRIER SHALL BE SEALED. Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT THE INSULATION IN ANY DROPPED CEILING/SOFFIT P.: ° N COOLING TEMPERATURE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER U 4.4 ti Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. ti p, SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS SHALL BE ALIGNED WITH THE AIR BARRIER. DIFFERENCE VELOCITY VELOCITY WET BULB HUMIDITY HUMIDITY Z ?, Header to Header(Face-nailed) 16d 16d 16" o.c.along IN THE AIR BARRIER SHALL BE SEALED.ACCESS HEATING COOLING W � M edges Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION USING TABLE 1a OR 1b FROM ACCA MANUAL J OR ESTABLISHED CRITERIA ~ ° Bottom Plate to Floor joist, Band joist, End joist 2-16d1,2 2-16dl,2 per foot WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME DETERMINED BY THE JURISDICTION U or Blocking (Face-nailed) I SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE AND WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-1 Od per joists THE TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE CAVITY WITH A MATERIAL HAVING ATHERMAL RESISTANCE N Bridging to Joist (Toe-nailed 2-8d 2-1 Od each end WALLS SHALL BE SEALED. OF R-3 PER INCH MINIMUM. EXTERIOR,THERMAL g g ) ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE Blocking to Joist (Toe-nailed) 2-8d 2-1 Od each end TABLE R301 .2.1 .2 PART.TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES N Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS n ALIGNMENT WITH THE AIR BARRIER. WIND-BORNE DEBRIS PROTECTION FASTENING FROM WIND (ASD) Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each block SCHEDULE FOR WOOD STRUCTURAL PANELS''b'°'d (POUNDS PER CONNECTION) a,b,c,d,e,f,g,h H Joist on Ledger to Beam (Toe-nailed) 3-8d 3-1 Od per joists WINDOWS,SKYLIGHTS THE SPACE BETWEEN WINDOWS/ DOOR JAMBS AND - W Band Joist to Joist (End-nailed) 3-16d 4-16d per joistsFASTENER SPACING EXPOSURE B EXPOSURE C &DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE Band Joist to Sill or Top Plate (Toe-nailed) 2-1 bd1 3-16d per foot 4 FOOT 6 FOOT ULTIMATE DESIGN WIND ULTIMATE DESIGN WIND h SEALED. FASTENER TYPE PANEL SPAN RAFTER OR TRUSS ROOF SPAN SPEED VULT (MPH) SPEED VULT (MPH) `� a ROOF SHEATHING < PANEL SPAN < PANEL SPAN RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. <4 FOOT SPACING (FEET) 140 140 Wood Structural Panels 8d l Od (see table 3.10) < 6 FOOT <8 FOOT ROOF PITCH ROOF PITCH Diagonal Board.Sheathing FLOORS THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATIO14 SHALL BE INSTALLED NO.8 WD SCREW W/ <5:12 z 5:12 <5:12 z 5:12 1"x6" or 1"X8" 2-8d 2-1 Od per support (INCLUDING EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTAC-WITH THE 2" EMBED LENGTH 16" 10" 8" W 1"x10"or wider 3-8d 3-1 Od per supportABOVE GARAGE & UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING Q 12 122 1 13 198 186 THIS DRAWING, CANTILEVERED CAVITY INSULATION SHALL BE PERMITTED TO BE IN NO.10 WD SCREW v~i 18 157 146 ' 257 242 PREPARED FOR THE CEILING SHEATHING FLOORS) CONTACT WITH THE TOP SIDE OF SHEATHING, OR W/2" EMBED LENGTH 16" 12" 9" �z CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE iz 24 192 178 317 298 SPECIFIC PROJECT Gypsum Wallboard 5d coolers 5d coolers 7" edge/ 10"field O INDICATED, IS AN 28 216 200 358 335 OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO 4'LAG-SCREW W/ � 12"O.C. INSTRUMENT OF THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. 2"EMBED LENGTH 16" 16" 16" 32 240 222 398 373 WALL SHEATHING W SERVICE, AND THE CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, FOR SI:1 INCH=25.4 mm,1 FOOT 304.8 mm,1 POUND 4.448 N, Z 36 264 244 438 411 PROPERTY OF THOMAS Wood Structural Panels 8d 10d (See Table 3.11) WALLS COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE 1 MILE PER HOUR=0.447 m/s. O 42 300 278 499 468 MURAWSKI OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. A. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. Structural Fiberboard Panels B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. W 48 336 31 1 560 524 ARCHITECT. 1/2" 11 a. alv. SHAFTS, DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS - FASTENERS SHALL BE LOCATED NOT LESS THAN 1"FROM EDGE OF THE PANEL. g g C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH ANEMBEDMENT LENGTH OF O 12 162 150 263 247 INFRINGEMENT OR roofing nail - 3"edge 16"field PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE NOT LESS THAN2"INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN 2-1/2" U ANY USE OF THIS FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. (0.120"xl-1/2"long SHALL BE SEALED. D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCOSHALL BE ATTACHED USING VIBRATION-RESISTANT 18 209 194 342 322 PROJECT IS x 7/16"head) ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. Q NARROW CAVITIES - BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR 1= 24 255 237 422 396 PROHIBITED. ANY 25/32" 11 ga.galv. NARROW CAVITIES SHALL BE FILLED 6Y INSULATION THAT TABLE R301 .5 Z W 16"O.C. 28 287 266 476 446 ALTERATION, OR (eooefing/a ailg - 3"edge 16"field CAV TYON TSPACEON READILY CONFORMS TO THE AVAILABLE DSI UIMUM BUT DULIVEOLOADS V) REPRODUCTION OF LU 32 319 295 529 496 THIS DOCUMENT IS x3/8"head) GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE - IN POUNDS PER SQUARE FOOT 0 36 351 325 583 547 Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field SEPARATION AND CONDITIONED SPACES. ( ) CN 42 399 370 664 622 ALSO PROHIBITED USE LIVE LOAD o WITHOUT WRITTEN Hardboard 8d 8d (see Table 3.11) RECESSED RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING Uninhabitable attics without storageb 10 48 447 414 745 697 CONSENT OF THE Particleboard Panels 8d 8d (see manufacturer) LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT& IC RATED. Uninhabitable attics with limited storage b'9 2012 244 226 396 372 ARCHITECT. Diagonal Board Sheathing PLUMBING & - BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND Habitable attics and attics with fixed stairs 30 U_ 18 314 292 514 484 1"x6" or 1"X8" 2-8d 2-1 Od per support WIRING WIRING AND PLUMBING IN EXTERIOR WALLS, OR Balconies (exterior) and decks' 40 w 24 384 356 634 596 1"x10"or wider 2-8d 2-1 Od per support INSULATION THAT ON INSTALLATION READILY CONFORMS Fire Escapes 40 NZ REVISIONS FLOOR SHEATHING TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND d h Q 24"O.C. 28 432 400 716 670 Guards and handrails 200 1-- WIRING. f h W 32 480 444 796 746 Wood Structural Panels Guards in-fill components 50 _J 1" or less 8d 10d 6" SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS &TUBS SHALL Passenger vehicle garages° 50° Q 36 528 488 876 822 edge/12"field EXTERIOR WALL ADJACENT TO SHOWERS &TUBS SHALL SEPARATE THEM BE INSULATED. Rooms other than sleeping rooms 40 ~ 42 600 556 998 936 Greater than 1" 10d 16d 6" FROM THE SHOWERS &TUBS. edge/12"field Sleeping Rooms 30 48 672 622 1120 1048 ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND Diagonal Board Sheathing PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED Stairs 40c a. The uplift connection forces are based on a maximum 33-foot mean roof height and Wind Exposure Category B or C. for Exposure D the uplift connection force shall be selected from the Exposure C ortion of the Table using the next highest tabulated ultimate design wind speed. The adjustment coefficients in Table R301.2 3 shall not be used to multiply the tabulated forces for Exposure C&D or for other mean roof heights. 1"xb"or 1"x8" 2-8d 2-1 Od per support a. Elevated garage floor shall be capable of supporting a 2,000-pound load applied over a 20- p P 9 9 9 P „ EXTERIOR WALL BOXES SHALL BE INSTALLED. square-inch area. l ( 1 PY P g 1 'x 10 or wider 3-8d 3-1 Od per support b. The uplift connection forces include an allowance for roof and ceiling assembly dead loads of 15psf. HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING - b. Uninhabitable attics without storage are those where the clear height between joist and rafter c. The tabulated uplift connection forces are limited to a maximum roof overhang of 24" is not more than 42 inches or where there are not two or more adjacent trusses with web d. The tabulated uplift connection forces shall be permitted to be multiplied by 0.75 for connections not located within 8 feet of building corners. BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE configuration capable of accommodating an assumed rectangle 42 inches in height by 24 e. For building with hip roofs with 5:12 and greater pitch.The tabulated uplift connection forces shall be permitted to be multiplied by 0.70. this 1 Nailing requirements are based on wall sheathing nailed 6 inches on center at the panel edge. SUBFLOOR OR DRYWALL. inches in width,or greater within the plane of the trusses.This live load need not be assumed to reduction shall not be combined with any other reduction in tabulated forces. Alternative nailing schedules shall be used where wall sheathing nailing is reduced. For example,if act concurrently with any other live load requirements. f. For wall to wall and wall to foundation connections,the uplift connection force shall be permitted to be reduced by 60 plf for each full wall above. bldg dept.comments 01-20-2023 CONCEALED WHEN REQUIRED TO BE SEALED, CONCEALED FIRE _ g. Linear interpolation between tabulated roof spans and wind speeds shall be permitted. 4 g p load in pounds per linear foot. c. Individual stair treads shall be designed h. The tabulated force for a 12"on center spacing shall be permitted to be used to determine the uplift wall sheathing Is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT fined for the uniformly distributed live load or 300-pound nailing requirements for structural members shall be doubled,or alternate connectors shall be IS RECOMMENDED BY THE MANUFACTURER. CAULKING concentrated load acting over an area of 4 square inches whichever produce the greater 3 stresses. TABLE R301 .7 file for permit I1-01-2022 used to maintain the load path. OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO 2 progress review 09-28-22 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES d. Asingleconcentratedloadappliedinanydirectionatanypointalongthetop. W ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb,° e. See section R507.1 for decks attached to ext' orwalls. H 1 REVIEW WITH DOB AND WALLS OR CEILINGS. Q be permitted to be reduced to 1-1 6d nail per foot. I f. Guard in-rill components(all those except the handrail),baluster and panel filler shall be N ALLOWABLE REV DESCRIPTION a. Inspection of log walls shall be in accordance with the provisions of ICC400 designed to withstand a horizontally applied normal load of 50 pound on an area equal to 1 STRUCTURAL MEMBER square foot.This load need not be assumed to act concurrently with any other Jive load DEFLECTION requirement. BUILDING PLAN REVIEW NOTE I.E.C.C. ENERGY CODE REQUIREMENTS 0 RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH g. Uninhabitable attics with limited storage are those where the clear height between joist and }" FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 rafters is 42 inches or greater or where there are two or more adjacent trusses with web BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR configuration capable of accommodating an assumed rectangle 42 inches.in height by 24 FtEDqRe NOTE: TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS inches in width,or greater,within the plane of the trusses.The live load need only be applied W INTERIOR WALLS AND PARTITIONS H/180 y to the portion of the joist or truss bottom chord where all of the following condition are met: LL FLOORS L/360 (v �.PS�. � � �� MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE LOCAL TOWN AS AND EXCEEDS THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION Z �� J. too CONSTRUCTION CRITERIA FOR INSULATION AND AIR CODE (E.C.C.C.N.Y.S.) REQUIREMENTS,CONFORMING TO THE REQUIREMENTS 1-The attic area is accessed from an opening not less than 20 inches in width by 30 inches in O O n till A SPECIFIED IN THE BUILDING AND / OR RESIDENTIAL CODE OF THE STATE OF NEW BARRIER TO BE INSTALLED PER TABLE R402.1 .1 OF CHAPTER 4"INSULATION AND FENESTRATION REQUIREMENTS BY length that is located where the clear height in the attic is not less than 30 inches. W CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER L/240 ,� sy`� '� YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE - OFTHE 2020 ECCCNYS COMPONENT,"TABLE 402.1.2 AND THE REQUIREMENTS OF CHAPTER 11 OF THE p AND STUCCO)2-The slope of The joist or truss bottom chords are not greater [] CEILINGS WITH FLEXIBLE FINISHES * as SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS Note: R.C.N.Y.S. unit.horizontal. (INCLUDING U GYPSUM BOARD) N>, AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, The New York State Energy Conservation Construction NASSAU /SUFFOLK COUNTY - CLIMATE ZONE #4 3-Required insulation depth is less than the joist or truss bottom chord member depth. J 02 � 0Iz- Q ALL OTHER STRUCTURAL MEMBERS L/240 ,l THE WORK IN IiHE DOCUMENTS IS: Code (the "Energy Code") is adopted h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of4.The - safety factor shall bd applied to each of the concentrated load applied to the top of the rail, Z EXTERIOR WALLS-WIND LOADS"WITH PLASTER OR pursuant to Article 11 of the Energy Law. The COMPONENT VALUE REQUIRED VALUE PROVIDED end to the load on the infill components.The loads shall be determined independent of one W H/360 ALTERATION OF THIS DOCUMENT EXCEPT BYA another and loads are assumed not to occur with any other live load. STUCCO FINISH LICENSED PROFESSIONAL IS ILLEGAL - ACCURATE, Ener Code is set forth in Part 1240 of Title 19 a - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF Energy FENESTRATION U = .32 (MAX.) vJ EXTERIOR WALLS-WIND LOADS WITH BRITTLE of the New York Codes, Rules and Regulations SHGC= .40(MAX.) See RES-Check FINISHES H/240 SUBMISSION, "Part 1240" and in the ublications EXTERIOR WALLS-WIND LOADS°WITH FLEXIBLE d ( ) p SKYLIGHT U=.55 (MAX.) See RES-Check - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH incorporated by reference in Part 1240. Those SHGC=.40 (MAX.) o FINISHES H/12o Janusas 04 VIEW TO THE publications include but are not limited to See RES-Check e • p CEILING BELOW ATTIC SPACE* R=49 (MIN.)* LINTEL,SUPPORTING MASONRY VENEER WALLS L/600 SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. the 2020 Energy Conservation Construction ** See RES Check O Residence CATHEDRAL CEILING R=49 (MIN.)*' NOTE:L=SPAN LENGTH,H=SPAN HEIGHT Code of New York State (the "2020 1000 Summit Drive a EXTERIOR WALL R =20 (MIN.) Z a. For the purpose of determining deflection limits herein,the wind shall be permitted to be taken as 0.7 times i ECCCNYS"). The provisions of the Energy Code (OR MIN.R-13 CAVITY+ See RES-Check P cladding 1 ( 1 Mattituck, NY 11952 a the component and claddin ASD loads obtained from Table R301.2 2 applicable to residential buildings are set R-5 CONTINUOUS) Q b. For cantilever members,L shall be taken as twice the length of the cantilever. FRAME FLOOR R = 19 (MIN.) See RES-Check F- c. For aluminum structural members or panels used in roofs or walls ad sunrooms additions or patio covers,not forth in that part of the 2020 ECCCNYS N supporting edge of glass or sandwich panels,the total load deflection shall not exceed L/60. For continuous ARCHITECTURAL PLANS W aluminum structural members supporting lass edge of lass,the load deflection shall not exceed L/175 for 0 denoted as the "ECCCNYS-Residential BASEMENT WALL (CAVITY INSULATION) R = 13 (MIN.) See RES-Check m each glass lite or L/60 for the entiiirrelength ofthe member,whichever ismore stringent. For sandwich panels " BASEMENT WALL CONT.INSULATION R = 10 MIN. See RES-Check Q used in roofs or walls ad sunroom additions or patio covers,the total load deflection shall not exceed L/120. Provisions. ( ) (MIN.) d. Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of Q SLAB PERIMETER (PERIM.INSULATION) R= 10 (MIN.) R See RES-Check e. Refer e0.err to Section R703.8.2 of the 2020 NYSRC. DESIGNED BY: Chapter 11 is intended to be a restatement of the (MIN.24"DOWN) TABLE R402.2 2020 NYSRC tjm ECCCNYS-Residential Provisions and is * R-38 INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA&EXTENDS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE REVIEWED BY: included in this code as a convenience to the UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES (R402.2.1). FOR SI: 1 POUND PER SQUARE INCH = 6,895 kPa TM MINIMUM SPECIFIED COMPRESSIVE STRENGTH° (F'c) DATE: users of this code. However, the legally binding provisions of the Ener Code are as ** R-30 INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b A. At 28 days psi. March 17, 2022 • g p Energy SUFFICIENT SPACE FOR THE REQ.INSULATION.THE REDUCTION OF INSULATION SHALL B. See table R301.2(1) for weatherin g potential. SCALE: set forth in Part 1240 and the publications BE LIMITED TO 500 S.F.OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER NEGLIGIBLE MODERATE SEVERE 11r_ r rr IS LESS R402.2.2 C. Concrete in these locations that may be subject to 4 -1 -0 incorporated by reference in Part 1240, and in ( ) a freezing and thawing during construction shall be PROJECT NO: the event of an conflict between the BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500 air-entrained concrete in accordance with o y EXPOSED TO THE WEATHER JanuA 21-01 o THESE PLANS HAVE BEEN PREPARED AS PER SECTION N1102.1.5-TOTAL UA ALTERNATIVE PATH footnote d. provisions of the ECCCNYS-Residential BY UTILIZING REScheck-WEB SOFTWARE (SEE ATTACHED REScheckCALCULATIONS. D. Concrete shall be air entrained.total air content SHEET TITLE: BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT a STRAPPING NAILING c1jProvisions and provisions set forth in Chapter 2,500 2,500 2,500 (percent by volume of concrete) shall not be less aCONTRACTOR TO COORDINATE AND SCHEDULE ALL REQUIRED THIRD PARTY TESTING GARAGE FLOOR SLABS 11, the provisions of the ECCCNYS Residential than 5 percent or more than 7 percent. AND ENERGY CODE AGENCY. N Provisions will control. -AIR SEAL INSPECTION (IF REQUIRED) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND E. See section r402.2 for minimum cement content. INFORMATION d d -INSULATION INSPECTION OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000 3,000 F. For garage floors with steel-troweled finish, SHEET: -HVAC DUCT LEAKAGE INSPECTION IF REQUIRED reduction of the total air content (percent by volume of concrete) to not less than 3%is _ 1 a PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE d,e,f d,e,f permitted if the s ecified compressive ressive strength th of 1 1 FINAL BLOWER DOOR TEST IS NOT REQUIRED FOR THIS PROJECT AS PER TECH BULLETIN WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000 3,500 p p P 9 0 (TB-1020-RCNYS) the concrete is increased to not less than 4,000 psi. X OF 13 N d TABLE 2.4 TABLE 3.5A TABLE 3.5A TABLE 3.9A TABLE 3.10 TABLE 3.10 o Roof and Wall Sheathing Suction Loads EXPOSURE B EXPOSURE C Rafter/Ceiling Joist Heel Joint Connection Requirements EXPOSURE B EXPOSURE C Gable P.00f Top and Bottom Plate to Stud Lateral Connections for Wind Loads Top and Bottom Plate to Stud Lateral Connections for Wind Loads Roof Live Load Ground Snow Load Roof Sheathing Attachment Requirements for Wind Loads Roof Sheathing Attachment Requirements for Wind Loads Wind Speed 3-second gust(mph) Wind Speed 3-second gust(mph) 20 psf 30 psf 50 psf 70 psf �p ti 700-yr.Wind Speed 3-second gust(mph) 130 140 130 -T 140 130 T140 Wind Speed 3-second gust(mph) Wind Speed 3-second gust(mph) O (See Figure 1.1) (See Figure 1.1) 130 140 130 140 12 24 36 12 24 36 12 24 36 12 24 36 (See Figure 1.1) (See Figure l.l) rat Sheathing Loca'ion� Suction Pressure(psf)2.3 ti?' O Stud Spacing Wall Height Required Number of l6d Common Nails or 40d Box Nails per Stud Stud Spacing Wall Height Required Number of 16d Common Nails or 40d Box Nails per Stud Rafter Rafter Spacing Required Number of 16d Common or 40d Box Nails per Heel Joint Fastener Spacing a N gt z3+s P g Fastener Spacing ft. to Plate Connection If in, ft. to Plate Connection(plf) Slope n Connection Sheathing Rafter/Truss �..i Zone 1 34.6 40.2 (in.) ( ) (pit)' ( 1 1 ) ( ) g Uplift Load per Nail lbs Sheathing Rafter/Truss i-1 Zone 2 50.5 58.6 g Interm. M"I Location' Spacing(in.) Panel Edges Interm. p P ( 1 Location Spacing(in.) Panel Edges Uplift Load per Nail(lbs) • 12 3 5 8 3 6 9 5 9 13 6 12 17 � O Zone 2(overhang) 55.6 64.5 8 2 2 8 2 2 m. Supports in. •� w � ( ) PP (• ) (in.) Supports(in.) ( g) 16 4 7 10 4 8 12 6 14 17 8 15 23 �} Zone 3 60.1 69.6 10 2 2 10 2 2 6 12 35 41 �1 3:12 6 12 49 56 Zone 3(overhang) 74.7 86.6 12 2 2 12 2 2 19.2 4 8 12 5 10 14 7 14 21 9 18 27 12 4 4 12 14 12 4 4 16 19 Zone 4 20.3 23.6 12 14 2 2 12 14 2 2 24 5 10 15 6 12 18 9 17 26 12 23 34 3 13 9 10 3 3 12 14 0 1.4� V Z N 12 3 4 6 3 5 7 4 7 10 5 9 13 ,q N Oz Zone 5 25.1 29.1 6 12 47 54 6 12 65 75 U •}r-011 � ? N*• Z16 2 2 16 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 6 6 24 17 6 6 33 38 N ;t �N Hip Roof 4:12 16 4 4 16 18 '6 4 4 22 25 w44 1 18 2 2 18 2 2 19.2 3 6 9 4 7 11 6 11 16 7 14 21 r 700-yr.Wind Speed 3-second gust(mph) 130 140 Interior 3 3 12 14 3 3 16 19 t "1 � M Interior Fri b 24 4 8 11 5 9 13 7 13 19 9 17 26 6 12 56 65 Zone to 6 12 77 90 9 ( P ) 20 2 2 20 2 2 Zone Sheathing Localionl Suction Pressure(psf)2.3 8 2 2 8 2 2 19.2 19.2 12 3 3 5 3 4 6 3 6 8 4 7 11 6 6 28 33 6 6 39 45 � O ? V O 16 3 4 6 3 5 7 4 7 11 5 9 14 Zone 1 31.5 36.5 10 2 2 10 2 2 5:12 3 3 14 17 3 3 20 23 p> rn ;1 Zone 2 47.3 54.9 12 2 2 12 2 2 19.2 3 5 7 3 6 9 5 9 13 6 11 17 O O 6 12 70 81 6 12 97 112 U � N 24 3 6 9 4 7 11 6 11 16 7 14 21 6 6 35 41 6 6 49 56 iS N Zone 2(overhang) 57.2 66.3 24 24 O 16 14 2 2 16 14 2 3 4 4 24 27 4 4 33 38 a 12 3 3 4 3 3 4 3 4 6 3 5 8 p> M Zone 3 60.1 81.6 3 3 18 21 3 3 25 28 N 16 2 2 16 2 3 16 3 3 5 3 4 5 3 5 8 4 7 10 Zone 3(overhang) 69.9 81.1 7:12 6 12 66 76 6 12 91 105 pl Zone 4 20.3 23.6 18 2 2 18 3 3 19.2 3 4 5 3 4 6 3 6 9 4 8 12 12 6 6 33 38 12 6 6 46 53 4 4 22 26 4 4 31 35 Zone 5 25.1 29.120 2 2 20 3 3 24 3 5 1 7 3 5 8 4 8 11 5 10 15 2 3 3 17 19 3 3 23 27 1. The dimension,a,is measured as 10%of the minimum building dimension,but not less than 3 12 3 3 3 3 3 3 3 3 5 3 4 6 feet 8 2 2 8 2 2 6 12 87 101 6 12 121 140 2. Tabulated sheathing suction loads ate based on C&C wind loads and assume a building 16 3 3 4 3 3 4 3 4 6 3 5 8 16 6 6 44 51 6 6 61 70 M a+ 10 2 2 10 3 3 9:12 4 4 29 3416 located in Exposure B with a mean roof height of 33 feet.For buildings located in Exposure B 4 4 41 47 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Perimeter with mean roof height less than 33 feet or in Exposure C or D,tabulated values shall be 3 3 22 26 Perimeter 3 3 31 35 adjusted in accordance with section 2.1.3.1. 12 2 2 12 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 Edge Edge 3. The adjusted suction pressure shall not be less than 9.6 psf 24 14 2 3 24 14 3 4 Zone 6 12 105 121 Zone 6 12 145 168 12 3 3 3 3 3 3 3 3 4 3 3 5 19.2 6 6 53 61 19.2 6 6 73 84 THIS DRAWING 16 3 3 16 4 16 3 3 3 3 3 3 3 3 5 3 4 6 4 4 35 41 4 4 49 56 12:12 3 3 27 31 3 3 37 42 PREPARED FOR THE 18 3 3 18 4 4 19.2 3 3 3 3 3 4 3 4 6 3 5 7 6 12 131 152 6 12 181 210 20 3 4 20 4 5 SPECIFIC PROJECT 24 3 3 4 3 3 5 3 5 7 3 6 9 24 6 6 66 76 24 6 6 91 105 INDICATED, IS AN 4 4 44 51 4 4 61 70 1. Prescriptive limits are based on assumptions in table 3.5. 1. Prescriptive limits are based on assumptions in table 3.5. 1. Heel joint connections are not required when the ridge is supported by load bearing wall, 3 3 33 38 3 3 46 53 INSTRUMENT OF header or ridge beam designed to resist the applied loads. Fastener-Spacing Fastener Spacing 2. When intermediate support of the rafter is provided by vertical struts or purlins to a load (in.) Uplift Load per Nail(lbs) (in) Uplift Load per Nail(lbs) SERVICE, AND THE TABLE 3.4A bearing wall,the tabulated heel joint connection requirements shall be permitted to be Gable Endwall Rake or Rake Truss Gable Endwall Rake or Rake Truss PROPERTY OF THOMAS reduced proportionally to the reduction in span. with up to 9"Rake Overhang 6 59 68 with up to 9"Rake Overhang 6 81 946 EXPOSU RE B 3. Equivalent connections are required for ceiling joist to ceiling joist lap splices. 4 39 45 4 5463 MURAWSKI 4. Tabulated heel joint connection requirements do not include the additional weight of the Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection ceiling assembly. 3 30 3a 3 al a7 ARCHITECT. TABLE 3.6 TABLE 3.6 5. Tabulated heel joint connection requirements assume ceiling joist or rafter ties are located at INFRINGEMENT OR Requirements the bottom of the attic space.When ceiling joists or rafter ties are located higher in the attic Fostner Uplift Capacity 2 3(Ibs) Fastner Uplift Capacity 2,3(lbs) ANY USE OF THIS Wind Speed 3-second gust(mph) EXPOSURE B EXPOSURE C space,no attic storage is assumed,and the tabulated heel joint connection requirements shall be increased by the following factors Sheathing Thickness(in.) 3/8 7/16 15/32 19/32 23/32 Sheathing Thickness(in.) 3/8 7/16 15/32 19/32 23/32 PROJECT IS (See Figure 1.1) 130 140 Ridge Connection Requirements for Wind Ridge Connection Requirements for Wind Framing Member 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 Framing Member 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 Number of Sd Common Nails or lOd Box Nails(Toenailed) (Dead Load Assumptions: Roof Assembly DL=10 psf) (Dead Load Assumptions: Roof Assembly DL=10 psf) 8d Common' 70 91 68 100 67 98 63 92 58 86 Bd Common^ 70 91 68 100 67 98 63 92 58 86 PROHIBITED. ANY Rafter/Ceiling Joist Spacing Wall Height Wind S eed 3-second ust m h Wind Speed 3-second gust(mph) 10d box" 84 101 82 118 81 120 77 114 73 108 1 Od box' 84 101 82 118 81 120 77 114 73 108 ALTERATION OR Required in Each Rafter and/or Ceiling Joist to Top Plate P g ( P I 130 140 P g p 130 140 (in.) (ft.) Connection 1 2.3,+ (See Figure 1.1) (See Figure 1.1) TABLE 3.23D RSRS-031 91 91 99 106 99 114 99 135 99 135 RSRS-031 91 91 99 106 99 114 99 135 99 135 REPRODUCTION OF 8 2 3 Roof Pitch Roof Span Required Capacity of Ridge Connection(pit),2.3.4 Roof Pitch Roof Span Required Capacity of Ridge Connection(pit),2.3,4 1. For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side 1. For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side THIS DOCUMENT IS 12 (ft.) (ft.) EXPOSURE B&C mALSO PROHIBITED of roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. of roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. 10 2 3 12 136 169 12 217 263 Reduced Full Height Stud Requirements for Headers or Window Sill Plates in 2. Minimum capacity of withdrawal and fastener head pull-through is tabu ated. 2. Minimum capacity of withdrawal and fastener head pull-through is tabulated. Exterior Walls Resisting 3. Tabulated values include a load duration factor adjustment,Co=1.6. 3. Tabulated values include a load duration factor adjustment,Co=1.6. WITHOUT WRITTEN 8 3 3 16 182 226 16 290 351 Wind Loads 4. Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails 4. Tabulated values for 8d common nails and l Od box nails are applicable to carbon steel nails 16 Distance from Top Plate Down to Header(a)or Distance from Bottom Plate Up (bright or galvanized). (bright or galvanized). CONSENT OF THE 10 3 3 20 227 282 20 362 439 to Window,Sill Plate(b)to Wall Height(x/h),where x is the larger of a or b 5. Tabulated values for RSRS-03 nails are applicable to carbon steel (bright or galvanized)or 5. Tabulated values for RSRS-03 nails are applicable to carbon steel (bright or galvanized)or ARCHITECT. 8 4 5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 stainless steel nails. stainless steel nails. 3:12 24 272 339 3:12 24 434 527 Wall Header 24 Stud 10 4 5 28 318 395 28 507 615 Spacing S(fta)n Number of Full Height Stud Required at Each End of the Header' 1. Prescriptive limits are:based on assumptions in table 3.4. 32 363 452 32 579 702 (In) TABLE 3.1 1 TABLE 3.1 1 2 1 1 1 1 1 1 1 1 1 1 1 REVISIONS 2. When ceiling joists cre installed parallel to rafters,the sum of the toenails in the rafter and ceiling 36 409 508 36 652 790 4 1 1 2 2 2 2 2 2 2 1 1 EXPOSURE B EXPOSURE C joist shall equal or exceed the tabulated number of nails required. B 1 2 2 3 3 3 3 3 2 2 1 Wall Sheathingand Cladding Attachment Requirements for Wind Loads Wall Sheathing and Cladding Attachment Requirements for Wind Loads 12 113 139 12 178 215 e 1 2 3 4 4 4 4 4 3 2 1 g q g g q 3. To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist 12 1D 1 2 4 5 5 5 5 5 4 2 1 130 140 130 140 when fastened to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. 16 150 186 16 237 286 12 1 3 4 6 6 6 6 6 4 3 1 Wind Speed 3-second gust(mph) Wind Speed 3-second gust(mph) 4. Where toplate-to-ridge het hts exceed 10',the shall be adjusted as follows: 14 1 3 5 6 7 7 7 6 5 3 1 Structural Sheathing Structural Sheathing (See Figure 1.1) (See Figure 1.1) 9 E F E F E F E F P 9 Y J 20 188 232 20 296 358 18 1 4 6 8 9 9 9 8 6 4 1 4:12 24 226 279 4:12 24 355 429 1 20 1 4 7 9 10 10 10 9 7 4 1 Stud Spacing Maximum Nail Spacing for 8d Common WALL HEIGHT(FT.) 8' 10' Sheathing Location' za Sheathing Location� Stud Spacing Maximum Nail Spacing for 8d Common 2 1 1 1 1 1 1 1 1 1 1 1 (inches,o.c. Nails or l Od Box Nails inches,o.c. z3 28 263 325 28 415 501 1 ( ) (inches,o.c.) Nails or l Od Box Nails(inches,o.c.) Top Plate to Ridge Height(ft.) Adjustment Factor 4 1 1 1 2 2 2 2 2 1 1 1 32 301 372 32 474 573 6 1 1 2 2 3 3 3 2 2 1 1 12 6 12 6 12 12 6 12 6 12 8 1 2 2 3 3 3 3 3 2 2 1 10' 1.00 1.00 16 10 1 2 3 4 4 4 4 4 3 2 1 Interior Zone 16 6 12 6 12 Interior Zone 16 6 12 6 12 15' 1.15 1.25 36 338 418 36 533 644 12 1 2 3 4 5 5 5 4 3 2 1 20' 1.40 1.50 14 1 2 4 5 6 6 6 5 4 2 1 24 6 12 6 12 12 88 109 12 140 169 24 6 12 6 12 16 1 3 4 6 6 6 6 6 4 3 1 12 6 12 6 12 12 6 12 6 12 4 bldg dept.Comments 01-20-2023 16 118 146 16 186 225 18 1 3 5 6 7 7 7 6 5 3 1 Perimeter Edge 16 6 12 6 12 Perimeter Edge 20 1 3 5 7 8 8 8 7 5 3 1 Zone Zone 16 6 12 6 12 3 file for permit 11-01-2022 20 147 182 20 233 281 2 1 1 1 1 1 1 1 1 1 1 1 24 6 12 6 12 24 6 6 6 6 ro 4 1 1 1 1 1 1 1 1 1 1 1 2 progress ress review 09-28-22 5:12 24 177 219 5:12 24 279 337 6 1 1 1 2 2 2 2 2 1 1 1 BOARD SHEATHING OR LAP SIDING BOARD SHEATHING OR LAP SIDING 28 206 255 28 326 394 8 1 1 2 2 2 2 2 2 2 1 1 1 REVIEW WITH DOB 24 1D 1 1 2 3 3 3 3 3 2 1 1 12 1 2 2 3 3 3 3 3 2 2 1 Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Rafter/Truss Spacing Minimum Number of 8d Common Nails or 1 Od REV DESCRIPTION 32 236 292 32 372 450 Sheathing Size Sheathing Size P g (inches,o.c.) Box Nails per Support g mches,o.c. Box Nails per 14 1 2 3 3 4 4 4 3 3 2 1 (� 1 P Support TABLE 3.4A 36 265 328 36 419 506 16 1 2 3 4 4 4 4 4 3 2 1 18 1 2 3 4 5 5 5 4 3 2 1 1 x6 of I x8 Sheathing 12-24 2 2 1 x6 of I x8 Sheathing 12.24 2 2 EXPOSURE C 12 81 99 12 126 152 20 1 2 4 5 5 5 5 5 4 2 1 Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection 16 108 133 16 168 203 1. The capacity of the connection of the top or bottom plate to each full height stud shall be equal 1x10 or Larger Sheathing 12-24 3 3 1x10 or Larger Sheathing 12-24 3 3 !RED ARC to the unit lateral load(w)given on Table 3.5 times half of the header span(L/2)divided by the Requirements 20 135 166 20 210 253 required number of full height studs(NFH)selected from 3.23D P g p g (. ) P g P g ( \� c, J- Ib10 q Top or Bottom Plate to Each Full Height Stud Connection=w*(L/2)/NFH E -Nails spacing at ane'edge(in.) E -Nails spacing at ane'edge in.) �� �P. �Q� F -Nail spacing at intermediate supports in the panel field(in.) F -Nail spacing at intermediate supports in the panel field(in.) [7 2 .r �t Wind Speed 3-second dust(mph) 130 140 6:12 24 162 199 6:12 24 252 304 1. For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements 1. For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements ~ �_ - (See Figure l.l) 28 188 232 28 294 355 shall be used. shall be used. Number of 8d Common Nails or l Od Box Nails(Toenailed) Rafter/Ceiling Joist Spacing Wall Height 32 215 265 32 336 406 2. Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G< 2. Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G< Required in Each Rafter and/or Ceiling Joist to Top Plate (in.) (ft.) 23+ 0.49. 0.49. N� ra Connection ' 36 242 298 36 379 456 3. For exterior panel siding, 0� p g,galvanized box nails shall be permitted to be substituted for common 3. For exterior panel siding,galvanized box nails shall be permitted to be substituted for common '9J. � 8 g93 8 3 3 12 76 94 12 118 142 nails. nails. 12 10 3 16 102 125 16 158 189 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL ,? 16 8 3 3 20 127 156 20 197 237 TABLE 3.4B TABLE 3.4B 10 3 3 7:12-12:12 24 153 187 7:12-12:12 24 236 284 EXPOSURE C EXPOSURE B 0 24 8 5 5 28 178 218 28 276 331 Shear Walls Resisting Uplift and Shearl Shear Walls Resisting Uplift and Shear' Janusas 10 5 5 32 204 250 32 315 379 $ 1. Prescriptive limits ars based on assumptions in table 3.4. Wind Speed 3-second gust(mph) Wind Speed 3-second gust(mph) 36 229 281 36 355 426 (See Figure 1.1) 730 140 (See Figure 1.1) 130T 140 Residence 2. When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling 1. Tabulated connection requirements shall be permitted to be multiplied b 0.70 for 1. Tabulated connection requirements shall be permitted to be multiplied b 0.70 for wood Structural Panel Top&Bottom of Panel joist shall equal or exceed the tabulated number of nails required. q P P Y q P P y Wood Structural Panel Top&Bottom of Panel framing not located within 8 feet of building corners. framing not located within 8 feet of building corners. Shear Wall Requirements Nailing Requirements 23 Shear Wall Requirements Nailing Requirements j Maximum Roof Span(ft) Maximum Roof Span(ft)2.3 1000 Summit Drive 0 2. Tabulated connection requirements are based in total uplift minus the roof assembly 2. Tabulated connection requirements are based in total uplift minus the roof assembly 0 3. To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist Sheathing Shear Wall Rows Nail Spacing Q dead load of 6 psf. (0.6x10 psf=6 psf) dead load of 6 psf. (0.6x10 psf=6 psf) Sheathing Shear wall Rows Nail Spacing when fastened to cl 2x4 top plate or 3 toenail in each side when fastened to a 2x6 top plate. 3. Tabulated connection requirements are based on a 12 inch ridge connection spacing, 3. Tabulated connection requirements are based on a 12 inch ridge connection spacing, Thickness Nailing of Nails (in.) Thickness Nailing of Nails (in.) Mattituck, NY 1 1952 rn for different ridge connection spacing,multiply the tabulated values by the for different ridge connection spacing,multiply the tabulated values by the appropriated 7/16"OSB or 8d Common 4 4 - - 7/16"OSB or 8d Common 4 4 - _ 4. Where top plate-to-ridge heights exceed 10',lhey shall be adjusted as follows: o appropriated multiplier below: multiplier below: 15/32" Nails @ 4"panel 3 15/32" Nails @ 4"panel 1 3 12 ARCHITECTURAL PLANS Plywood With edge spacing 6 _ _ Plywood with edge spacing 6 12 species of piles and 12"field species of Iles WALL HEIGHT(FT.) 8' 10' Ridge Connection Spacing(in.) 12 16 19.2 24 48 Ridge Connection Spacing(in.) 12 16 19.2 24 48 21 4 32 24 P p and 12"field 2s 4 36 36 having G>0.49 edge spacing 3 36 36 having G>_0.49 edge spacing 3 36 36 r Top Plate to Ridge Height(ft.) Adjustment Factor multiplier 1.00 1.33 1.60 2.00 4.00 multiplier 1.00 1.33 1.60 2.00 4.00 6 - - 6 7/16"OSB or 8d Common _ 7/16"OSB or 8d Common 10' 1.0C 1.00 15/32" Nails @ 6"panel 14 4 15/32" Nails @ 6"panel 14 4 12 DESIGNED BY: 4. For jack rafter uplift connections,use a roof span equal to twice the jack rafter length. 4. For jack rafter uplift connections,use a roof span equal to twice the jack rafter length. Plywood with edge spacing 3 16 12 3 36 24 15' 1.15 1.25 Plywood with edge spacing The jack rafter length includes the overhang length and jack span. The jack rafter length includes the overhang length and jack span. species of piles and 12"field 6 16 12 species of piles and 12"field 6 36 24 tjM 20' 1.aC 1.5o having GZD.49 edge spacing 4 36 32 having Gz0.49 edge spacing 21 4 36 36 REVIEWED BY: u 3 36 36 3 36 36 TM o Nails @ 6"panel 4 4 15/32"OSB or l Od Common _ 15/32"OSB or I Od Common 6 - - PI Plywood with P 1 Nails Q 6"panel a 4 16 12 DATE: edge spacing 3 24 16 Plywood with edge spacing 1 3 36 32 1 species of piles species of piles March 17 2022 and 12'field 6 36 36 SCALE: having Gz0.49 having G?0.49 E edge spacing 21 4 36 36 dgelspacl g 21 4 36 36 Orr=II-Orr 3 36 36 3 36 36 PROJECT NO: N 1. See AWC/ANSI Special Design Provisions for Wind and Seismic SDPWS for proper design and 1. See AWC/ANSI Special Design Provisions for Wind and Seismic SDPWS for proper design and JariuA 21-01 o P 9 ( 1 P P 9 P 9 ( ) P P 9 o detailing of wood structural panels used to resist combined shear and uplift from wind. detailing of wood structural panels used to resist combined shear and uplift from wind. 2. Where framing has a specific gravity of 0.49 or grater,tabulated maximum roof spans shall be 2. Where framing has a specific gravity of 0.49 or grater,tabulated maximum roof spans shall be SHEET TITLE: permitted to be multiplied by 1.08,but in no case shall they exceed 36 ft. permitted to be multiplied by 1.08,but in no case shall they exceed 36 ft. 3. Tabulated values for plywood assume I p p g p gravity plywood assume plywood with a species of piles having a specific gravity STRAPPING AND N of 0.49 or greater.Forpplywood with of er plywood c s,multiplye the tabulated roof spans ans b 3 of 0 49tord greater. I I 9 p p g plywood with other species,multiply the tabulated maximum roof spans b NAILING 0.90. 0.90. 4. Wood Structural panels shall overlap the top member of the double top plate and bottom plate 4. Wood Structural panels shall overlap the top member of the double top plate and bottom plate INFORMATION by 1 1/2"and a single row of fasteners shall be placed 3/4"from the panel edge. by 1 1/2"and a single row of fasteners shall be placed 3/4"from the panel edge. SHEET: 5. Wood Structural panels shall overlap the top member of the double top plate and bottom plate 5. Wood Structural panels shall overlap the top member of the double top plate and bottom plate by 1 1/2".Rows of fasteners shall be 1/2"apart with a minimum distance of 1/2".Each row shall by 1 1/2".Rows of fasteners shall be 1/2"apart with a minimum distance of 1/2".Each row shall N- 1 . 1 _ 1 • a have nails at the specified spacing. have nails at the specified spacing. 11\`II Il 0 d N X OF 13 0 N O a a Nail spacing at intermediate o 2 2 framing,12"o.c. Q ° ° ° ° ° ° ° Sheathing edge at bottom plate STUY2 BEARING - O (single row and double row fasteners) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE I i 1 2 a ° Panel edge w N 0 2 1 ° p RIDGE a 0 2 O O NOTE: Joist,2x8 or Larger, a I °I 3/4" ° T�— °--° —° ° rr �� ?, � O � a C O 5 p g a--SEETYPFLOORCAL PLANS IONS ALL CONST. Q I I I T Spacing T T— V BLOCKING 2 BAYS 4 SHEER WALL J _ ° ° ° 1 1 I I I I BACK @ 48"o.c. a N ° CEILING JOISTS AS PER PLANS \ 3 3/4"SUB FLOOR GLUED&NAILED i of I I -WHERE APPLICABLE � �\ 3 2x FL.JTS SEE PLANS ° ° I I I I RAFTERS AS PER PLANS ATTIC 3 TWIST TENSION C 3/4"I I Spacing I I I I O 0 2 STRAP INSUL.AS PER PLANS ° _ _ 1_ _____L1 _ I °I .. W DOUBLE 2x MIN. —„ I I CS ° w FOR HEADER OR BEAM 0 a a STRAPPING: ° ° ° Panel edge/ p W "SIMPSON"H2 HURRICANE 3 _ ° TIE AT EACH RAFTER- ( <> p 9 g 4? ,r ° Y"ROD REQUIRED I COO END TE HIE STABLE 3.4B AT Single row of fasteners Single row of fasteners ti � TIES RAFTER TO PLATE THREADED ROD d EACH3 �.! "I TO WALL STUD ` 1/2„ Spacing Panel edge Q I Z O cNy ° COORDINATE w/TABLE 3.413 SHT.N- I I � .p.� ti ; ' 3 NOTE:"a"IS MEASURED a ° 1/2" FOR ALL STRAP CONNECTION FIRST&SECOND FL. a AS A HORIZONTAL ° REQUIREMENTS 4 I I I I I I I 0y�1 ® 2 PROJECTION ON THE N I I T—T-°� � --rT— 4w N BUILDING ROOF AND SOFFIT MATERIAL AS PER ELEVATIONS ° I I I I I I Spacing I I "'"7 ?�1 TWIST TENSION W -,Z3 M 3 a WALLS. ° ° ° I of I I I °I I I r •f "� b o TOP PLATE AS PER PLANS STRAP 1 I Spacing I I I I 1 I W O C3 b-0 CNW COUPLER NUT STRAPPING: � o ° 1/2I I I I I I I � ti BLOCKING OFFSETffFNAILING AS PER TABLE 3.4B @ EA.END OF 1L2" _ 1_� ---LJ__ ° BLOCKING 2 BAYS SEE TABLE STUD TOSTRAP OR MTS12 CONNECTORS BY SIMPSON ° ° ° ° UBACK @ 48"o.c. TABLE 3.1 ON N SHEETS SHEER WALLNAILED AS PER MANUFACTURER'S L WALL STUD AS PER PLANS °��a FOR NAILING Panel edge INFORMATION REQUIREMENTS. Nail spacing at top and bottom Spacing p of panel per Table 3.413 Double row of fasteners Double row of fasteners O N EXCEPTION: .° ••-•�' ' TYPICAL EXTERIOR WALL CONST. �.: 'ZS WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ;? :•; • ' SEE TABLE 2.4 FOR SEE FLOOR PLANS NOTE: SUCTION LOADS 1.SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,SHALL BE E N ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. HURRICAN TIE DETAIL (Alternate) BLOCKING AT ENDWALL HOLLOW COLUMN DETAIL ROOF AND WALL SHEATHING CANTILEVER DETAIL (TYP) 2.HOLD DOWNS RGANDDRAPPIN AT ALL DETAILRNERS OFSSHETURESEEDETAILS CONTHIS INUOUS 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. RAFTER TO PLATE TO STUD O SHEARWALL SEG. DETAIL (TYP) M a HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION SEE DRAWINBLE GS WIND-BOR RIDGE DRAWINGS WIND-BORN DEBRIS PROTECTION THIS DRAWING, Simpson Strong-Tie (REQUIRED AT EACH BUILDING CORNER &O.H. GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) FASTENING PREPARED FOR THE (SEE FLOOR PLANS FOR LOCATIONS) SCHEDULE FOR WOOD o HRC22 TYPICAL TYPICAL ANELS 4" SPECIFIC PROJECT ° TABLE 3.17E SPACING CORNERS 7/116'MINSTUCTUK HKPPLYWD. INDICATED, IS AN ° °° SHUTTER/STORM PANELS ° ° VALLEY NAILING AND STRAPPING SECOND FLOOR ATTACHMENT Exposure PANELS TO OVERLAP INSTRUMENT OF WINDOW OPENING BY (REQUIRED FOR ALL NEW CONSTRUCTION 30"o.c. (140 MPH) 8'end zones 12"MAX. DRILL(4) 1/4"dia.HOLES 4"MIN.ON ALL SIDES SERVICE, AND THE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) AND SECOND FLOOR ADDITIONS) 35"o.c.interior zone IN CENTER OF PANEL PROPERTY OF THOMAS I� NOTE: per TABLE 3.2C- (2018 W.F.C.M.) MURAWSKI HURRICANE PANEL ARCHITECT. 'SIMPSON' EQUIVALENT-CS 16 (COILED STRAP) RIDGE 6 66 SHALL BE IN COMPLIANCE / INFRINGEMENT OR �, •6 6 ALL STRAPPING TO BE 1 1/4"X16 GAUGE STEEL OR WITH 140 MPH Exposure B ROOF RAFTER ° ALL COIL STRAPPING TO HAVE MINIMUM 12"BEARING ON WALL STUDS (ALL STRAPPING BOARD 48"o.c". (140 MPH) 8'end zones SHUTTER DETAIL ANY USE OF THIS 6 "SIMPSON"HDQ8-SDS3 48 o. c.interior zone °666 SHALL BE INSTALLED AS PER MANUF.SPECIFICATIONS) PROJECT IS Simpson Strong-Tie 6 6 ALL STRAPPING TO BE SPACED AT 16"O.C. ROOF per TABLE 3.213- (2018 W.F.C.M.) PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" NAILS HRC22 ALL TABLES REFER TO CURRENT 2018 W.F.C.M. RAFTER COMMON PROHIBITED. ANY NAILS @ 6"O.C. FOR (1 l.lmm)AND A MAXIMUM SPAN OF 8 FEET(2438 mm).PANELS SHALL BE ALTERATION OR FULL LENGTH OF STUD PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE REPRODUCTION OF VALLEY ALTERNATE INSTALLATIONBLOCKING R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND AT RAFTER TO RIDGE CONNECTION COLLAR TIE @ 16"O.C.MAX. X CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THIS DOCUMENT IS 1 @ENDWALL ij Z_ Q THE 2020 BUILDING CODE OF NEW YORK STATE. RIDGE TO VALLEY CONNECTOR FOR RIDGE STRAP- 3-8d COMMON NAILS OR I <� , � � PANELS ARE TO BE STORED ON SITE IN A WEATHERPROOFED,DRY LOCATION ALSO PROHIBITED 3-1 Old BOX NAILS IN EA. I o N AND NUMERICALLY DESIGNATED TO THEIR CORRESPONDING WINDOWS. WITHOUT WRITTEN For Double Framing Use HRC44 END OF STRAP.-TABLE 3.6A I 1 I a CONSENT OF THE FOR ALT. COLLAR TIE- 3-10d COMMON NAILS OR PLAN . ARCHITECT. RIDGE 3-12d BOX NAILS IN EA. ROOF END.-TABLE 3.6 RAFTER "SIMPSON" OR"SIMPS F- REVISIONS J_ PHD6-SDS3 Z NOTE: Simpson Strong-Tie ® COORDINATE w/TABLE 3.413 SHT. N-1 & SQ.x 5 T S WASHERS z_ Es ° LSU CONNECTOR CEILING & END NUT SETUP 0 FOR ALL STRAP CONNECTION REQUIREMENTS JOIST ALL STRAPPING,ANCHORS, FIRST FLOOR ATTACHMENT " m HOLD DOWNS, &ADHESIVES (REQUIRED FOR ALL NEW CONSTRUCTION DOUBLE 2"x 6"SILL PLATE ON VALLEY TO BE INSTALLED AS PER COPPER TERMITE SHIELD AT RAFTER TO TOP PLATE j AND FIRST FLOOR ADDITIONS) w/SILL INSULATION NOT SHOWN FOR CLARITY TO STUD CONNECTION MANUFACTURES ° SPECIFICATIONS. 5/8" \� FOR STRAP- (SEE TABLE 3.4B SHT. N-1) BOLTS (TYP.) DIA.ANCHOR .' AT EACH END OF STRAP BOL 0 ® FOR ALTERNATE- 14-1 Od NAILS AT EA.STRAP, "SIMPSON"HDQ8-SDS3 POURED CONCRETE ® (2-STY.STRUCTURES) FOUNDATION WALL "SIMPSON"MTS 12 AS PER MANUF'RS REQ'TS. (1-STY.STRUCTURES ONLY) 2-16d COMMON ".d (TWO STRAPS TOTAL) NAILS @ 6"O.C. FOR RIDGE TO VA L LEY / HIP CONNECTOR REQ'TS O OR TABLE EXCEED�Bj SIMPSON'UPLIFT FULL LENGTH OF STUD 4 bldg dept.comments 01-20-2023 MTS 16 BLOCKING SECTION 3 file forermit 11-01-2022 NOTE: SHOE PL. @ENDWALL SUBFLR. I NOTE: 2progress review 09-28-22 FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR I o ° RIDGE JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" RIM JOIST FLOOR I i I 1.) USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO °°o ° "LSSU210"ADJUSTABLE HANGER. JOIST CONCRETE W/3"SQUARE x 5/16"WASHERS AND END NUT SETUP. 1 REVIEW WITH DOB 2.) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED REV DESCRIPTION ° BY HOLD DOWNS FOR SHEARWALLS. TOP PL. 7/8" DIA.THREADED ROD EMBEDDED U Simpson Strong-Tie AT STUD TO FLOOR ASSEMBLY 12 1/2" INTO CONCRETE W/ • ' '' • •. • ' 3.) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO =o MSC410TO STUD CONNECTION N 'SIMPSON' ET (HIGH STRENGTH EPDXY •.. ,• ¢r� 12"MAXIMUM FROM ENDS AND CORNERS. w • RIDGE (ONLY APPLICABLE FOR TWO-STORY ADHESIVE) & FOR TEMPERATURES (O ' CONFIGURATIONS) DEG.TO 40 DEG F) USE'SIMPSON'AT d �5 J. MU, p FOR STRAP- CS 16 16Ga (HIGH STRENGTH ACRYLIC ADHESIVE) RC2 NQS Qy� p (SEE TABLE 3.413 SHT. N-1) 2 •� VALLEY AT EACH END OF STRAP FOR ALTERNATE- 14-1 od NAILS AT EA.STRAP, iv (P "SIMPSON"MTS 16 AS PER MANUF'RS REQ'TS. g Full Height Stud Requirements for Headers or 0289 3 O� (TWO STRAPS TOTAL MEETS OR EXCEEDS UPLIFT SHOE PL. TYP. PROVIDE RAFTER TO KING Table 3.21 Top Plate Requirements for Wind Exposure B&C 9TH y REQ'TS OF TABLE 3.413) SUBFLR. Windows Sill Plates in Exterior Walls Resisting Wind ATTACHMENT WHEN ALIGNED OR RIM JOIST FLOORRAFTERS AND KINGS TO PLATES ALTERA F THIS DOCUMENT EXCEPT BY A Loads LICENSED PROFESSIONAL IS ILLEGAL FOR SECOND- STRAPPING TO OVERLAP JOIST Building Dimension of Wall Number of 1 bd Common Nails RIDGE AND VALLEY TO RIDGE CONNECTOR FLR.ADDITIONS FIRST&SECOND FLOOR Containing Top Plate Splice(ft) per Number o Side C Splice'•2'3 oi MULTIPLE SEAT STUDS BY MIN. 12" SILL PL. CONNECTOR Exposure B&C 12'-0" 5 NOTE. • 16-0" 6 Janusas 20- ALL CLIPS &STRAPS CAN BE MOUNTED Wall Stud Spacing (in.)U FROM EITHER ALL EXTERIOR OR ALL ! Residence INTERIOR, BUT NOT A COMBINATION OF BOTH. I' 12 16 24 24'-0" 10 TYP.STRAPPING 28'-0" 11 1000 Summit Drive oNAILING AS PER o Number of full height AT STUD TO FLOOR ASSEMBLY Header Span (ft) studs required at each TABLE 3.413 SHT. N-1 32'-0" 13 Mattituck, NY 11952 N HIPTO SILL PLATE CONNECTION end of the header AT EA. END OF STRAP 36-0" 14 2'-0" 1 1 1 40'-0" 16 ARCHITECTURAL PLANS ® ® FOR STRAP- (SEE TABLE 3.413 SHT. N-1) 'SIMPSON.'_ AT EACH END OF STRAP CS-16 N 4'-0" 2 2 1 FOR NUMBER OF 50'-0" 20 w Simpson Strong-Tie JACK STUDS REFER m6'-0" 3 3 2 TO FLOOR PLANS 60'-0" 24 HCP2 OR HCP4(FOR DOUBLE HIP) a o .d " 8'-0" 4 3 2 70'-0" 28 DESIGNED BY: M O PLATE • ,d•:. •° 80'-0" 32 tJ2T1 FO a •' 10'-0" 5 4 3 REVIEWED BY: 12'-0" 6 5 3 TM Top Plate WALL STUDS 4 TYP.STRAPPING Splice Length DATE' AT STUD TO FLOOR ASSEMBLY 14'-0" 7 6 4 NAILING AS PER 1.) TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO- March 17, 2022 TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT, 0 16'-0" 8 6 4 TABLE 3.48 SHT. N-1 FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SCALE: TO SILL PLATE CONNECTION END VIEW SECTION AT EA. END OF STRAP SHALL BE REDUCED IN ORDER TO PROVIDE AN E (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 18-0 9 7 5 EQUIVALENT NUMBER OF NAILS. 4 c'nPROJECT NO: 0 FOR STRAP- (SEE TABLE 3.46 SHT. N-1) 20'-O" 10 8 5 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDINGJanuA 21-01 AT EACH END OF STRAP Notations : LOCATED IN EXPOSURE B OR C. s SHEET TITLE: Q 1. The number of full height studs required at each end of the 3.)OPMATER ALES SHALL BE A MINIMUM OF STUD GRADE STRAPPING AND HIP CORNER PLATE CONNECTOR header shall be permitted to be reduced in accordance with NAILING DETAILS the requirements of Section 3.4.1.4.2 and Table 3.23D of the N 2018 WFCM "IT IS A VIOLATION OF THE N.Y.S. EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER SHEET: U THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO N_2 a HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE o N DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THIS ALTERATION." X OF 13 O N C! 53'-0" � o - --I - - - - T � � TTT TTT TTT I� Ll N CN o N 1 1 I F J 1 U ti d ° 50'-3" I I Garage '7 II �'�/! ° ( 4"POURED I I I 12.. I !� CONCRETE SLAB WITH — II — I I I N F_' I I I 6X610 W.W.M. — 1 — I I I I I - V `;' I ON 6 MIL 00 N o IN II - �� * v N o ° I co VAPOR I NI C, N BARRIER ON zz I^ w I � Ll MINIMUM 6" 'I I� ISI II W N 1 I I I I 95% nl I I I I x 1 1 M I COMPACTED i 1 - - - - - i I N I II RCA. W I (T.O.S. — — — — — I t`' o ELEV -10'-4') 3,�8,. I 17'-7" I 6'-4" I h M IY ° II N I • -- - - — Ll 71 M Lij - THIS DRAWING, L I I I I 1 I I PREPARED FOR THE SPECIFIC PROJECT INDICATED, IS AN ° INSTRUMENT OF !— — W12X14 SERVICE, AND THE < W12X14 W12X14 � W12X14 W12X14 PROPERTY OF HOMAS d - - - - - - - - - - - - - - - - - - - - - - - - 12.. 1 I I I II MURAWSKI Storage / Mechanical Open Area ARCHITECT. e 4" POURED CONCRETE SLAB 1 I I I 4"POURED CONCRETE SLAB WITH 1 I ( II INFRINGEMENT OR WITH 6X6 io W.W.M. ON 6 MIL 6X6 io W.W.M. ON 6 MIL VAPOR " I I ;' I I I I I I I I I I ANY USE OF THIS VAPOR BARRIER ON MINIMUM — —W12X14 — — BARRIER ON MINIMUM 6"95% I PROJECT IS 6 95%COMPACTED RCA, COMPACTED RCA. (T.O.S.- ELEV=-9'-8") (T.O.S.- ELEV 7-9'-8}� I 2"X"DECK JOISTS I I 2"X"DECK JOISTS I PROHIBITED. ANY C? oe W12X14 1 W12X14 1 I o W12X14 1 W12X14 ( @ 16"O.C. I @ 16"O.C. 1 ALTERATION, OR Q � — - - - - I - - - - � - - I I - - N - - - - wl - - - - - - INI I I� I N REPRODUCTION OF x �� I THIS DOCUMENT IS 2X1 3 I3 I I II ALSO PROHIBITED I WITHOUT WRITTEN T F <°° I XI XI – _ _ II I I I I I I I II CONSENT OF THE 2 31 – I — — 2 ARCHITECT. �— - - W12X14 - - - - W12X14 - - - - W12X14 - - - - W12X14 - - III I I 22'-7' I I I I II �I I 1 I REVISIONS 3'-7" Y, . 12" 16'-4" ! 34'-3" - I I 7 I 38 67 ; 1� I 1 �. � I n WT�X22 �J 12 I . � 79, - ---rl I Cella - - - - �I I I °I 8'-10'I I 5'-0^ I I I I POURR I II I I F° CONCRETE I L _ SLAB WITH oTHI F_ I I I iI 4 bldg dept.comments 01-20-2023 I — J - - - - - C— — 1— — — — — — —I— — — I I W.W.M. Ot�J L — —ll I I n to I 3 file for permit 11-01-2022 6 MIL L — C— — P I VAPOR I I INI II 2 progress review 09-28-22 1 �n �n BARRIER ON 00 N 0o `t I 1 1 REVIEW WITH DOB i I A-6 ih MINIMUM 6" "' i7 r 4 w REV DESCRIPTION COM ACT�B @ (95% I v r + �I I I I II 51'- RCA. 12" 9 N I I d l I I n - ELE Iv I i II C 1 =-9'-8") I I I FtE�AR I ° I I III I I I I I I I I I I I � III I I I I I I III I L I I r �+stn d - - - - - - — —I L - - - - - � - - - - 14X22 N j 1 d I I I I I �9T Q28993 yo 1 I I I I I ALTERATION OF THIS DOCUMENT EXCEPT BY A I— L — I� LICENSED PROFESSIONAL IS ILLEGAL 15'-1" J > 53'-0" 6'-4„ 0 anusas N 0 Residence 1000 Summit Drive Mattituck, NY 11952 N NOTE: ARCHITECTURAL PLANS 0 �— E G � �1 ALL STRUCTURAL CALCULATIONS ARE BASED ON THE USE OF DOUGLAS FIR LARCH WOOD GRADE #2. 2N WOOD STUDS @ 16"o.c. (COORDINATE FINISHES W/SECTIONS) AND FLOOR ANY DECREASE IN THE GRADE OF THIS MATERIAL s - - - —` PLANS SHOULD BE REPORTED TO THE ARCHTECT FIRST DESIGNED BY: BEFORE ORDERING AND INSTALLING. (Fb=875) tjm Y _ _ _ __ _ 12"THICK POURED CONCRETE FOUNDATION WALL WITH #4 REINFORCING BARS REVIEWED BY: VERTICAL @ 32"O.C.TIED TO #4 REINFORCING BARS INTO 24"WIDE x 12"DEEP NOTE: TM Y s CONTINUOUS POURED CONCRETE FOOTING WITH CONTINUOUS 2"x4"KEYWAY PROVIDE SOLID WOOD BLOCK'G ALL COLUMNS TO BE HSS SX5X8" AND (2) CONTINUOUS#4 REINFORCING BARS IN FOOTING (3"COVER MIN.) DOWN TO THE FOUNDATION WALL DATE: U.O.N. FOR ALL BEAM AND HEADER POSTS March 17, 2022 EXISTING WALL TO REMAIN SCALE: E In = It-Ott 4 E INTERIOR FIRST FLOOR SLAB TO BE 0 1 2'COMPOSITE METAL DECK EXISTING WALL TO BE REMOVED PROJECT NO: 0 WITH 2 2'LIGHT WEIGHT JanuA 21-01 CONCRETE (TOTAL SLAB SHEET TITLE: i THICKNESS=4" SINGLE STATION SMOKE DETECTOR TO BE HARDWIRE INTO ELECTRICAL SYSTEM FOUNDATION/LOWER a WITH BATTERY BACK-UP. R317 C LEVEL PLAN N SINGLE STATION CARBON MONOXIDE DETECTOR TO BE HARDWIRE INTO o ELECTRICAL SYSTEM WITH BATTERY BACK-UP. SHEET: a` a A- 1 .0.O MINIMUM 75 CFM EXHAUST FAN VENTED TO EXTERIOR. R303.3 N FOUNDATION/LOWER LEVEL PLAN x OF 13 1 SCALE: 1/4"=V-0" cr 59'-3" W 14 X 22 531-011 6'-4" 2'-4" 164' 8'-7" 7-0" 6'-10" 12'-0" 2'-10" 3'-6" to PROVIDE2 PLYWOOD SHEATHING AT PROVIDE 2 PLYWOOD SHEATHING AT U TOP AND BOTTOM OF SOFFITS TOP AND BOTTOM OF SOFFITS MOMENT CONNECTION b'0 z ti 4- ;t ---W14X22 W14-X 22 — — — — — — V 14 X22 44 ...................... L; Cn lit ;'E HSWX5X8- I-ISS10X5X8' N 'IQ, z 0 tn Cl) 13'-7' 2'-0"R owe U zz-' Z 1UZ z ;-", 15'-1 co < mX -1 -N.9 . b T� LU C1. a C1. 10 CIO F- 0 o z rn Bedroom 0 Bedroom I ZY) ................4. LLJ C14 C4 C14 0 CN C14 L0 z 1 1 �t Uj Cl) z X it X >< C11 x Q �2 0 C1. 0 q- LU z U -0- 0 10 LU U x z-4 > 00 En 0 0 C/) z 0 Guest Room/Office Uj L .......... 0 11 Z"T-11 230 @ 16"0.�. 11 Z"TJI 230 @ 16"0 11 Z"TJI 360@ 16"0. 8 8 8 4777 :�i 7-- IT / I 1 M 0. C� (N W14X26 W 14 X 26 W14X26 20 W 14X26 !t HSWX�5X'�----1 HSS I OX5X3" IHS 7X5X3., MOMENT CONNECTIO 4 HSS OX5X"'__j FISS 1 OX5Xg"'— THIS DRAWING, 8 8 X3, 8 L-HSS7X5 Cl) 8 PREPARED FOR THE 52'-7" SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF v i SERVICE, THOMAS 11 Z"TJI 110 @ 16"O.C.811 Z"TJI 230 @ 16"0. 11 Z"TJI 110 @ 1 O.C.8 8 I I PROPERTYO MURAWSKI ARCHITECT. N — � / II 04 Dining 101 C14 04 INFRINGEMENT OR patio < 04 C14 04 C14 < Uj x x x x LU 0 CIO ANY USE OF THIS wood burning 9 M fire place 00 '- PROJECT IS 0 7 0 CIO LU CIO PROHIBITED. ANY Uj LU C/) @) V) ALTERATION, OR b b 0 0 0 z 0 CO 0 C0100 C1) 0100 L) x �0 --t REPRODUCTION OF co Family Room C14 X X C14 bo - L0 C) 11-0 LO Uj x x LO U THIS DOCUMENT IS N X W Z 0 Z r V) -Te rra c c-- z V) z ALSO PROHIBITED 0 1 r7)) k F It I 'tN p 0 WITHOUT WRITTEN z z CONSENT OF THE LU LU 2 ... ... . .. . . . . 2� ARCHITECT. � i sink I �0 1 i i i t i Kitchen if REVISIONS 22'-5" 22'-9" k 0 MOMENT Q F0 --'-/ I CONNECTION I I HSS7X5XI" HSS7X5X' HSS7X5X3' HSSlOX5X38" HSS 1 WXg3" 8 8 0 y"0 IIF 11 \ i 14 X 26 W 14 X 26 W14X26 7 I: I 6� ICA - I X 7 6'-4" W 14 X 26 3-- 1 CA W-IFC Z-0 T ant 7-8" Bc3th Lj 0 4 bldg dept.comments 01-20-2023 c U 01 C, 3 file for permit 11-01-2022 LU z C? shower Ulu 2 progress review 09-28-22 0 C14 C� Uj REVIEW WITH DOB C:) CV / N Ln >0 < - — . CO Z 5-0 J x "T -1 REV DESCRIPTION LU Ae 0` U co x E 0 't I .. Ii ;I- Master Bedroom "00 M x XAIACU 10 Eo Mud Room 3'$7 7X6- 13 Master Bathroo x C� ubi s V) 00 U D AI 11 Z8"TJI 230 @ 16"O.C. 15' 1' 8 -0 16"O.Z. 1 1 Z"TJI 210 @ 16"0�. I TJI 360 HSS 1 WXg"' tup 5-0" (p A W.-I-C ".7 cv c. 7 " 11 7 F1 + r r VT 1-4-X-22---- 4 X-ZT� SS7X5X2" MOMENT NECTION ,9T 8 o'� C) ALTERATION OF ENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL 0 P 17'-3" T-Z' 19'-7" 8'-11 2'-10" 3'-6" Janus as 0 C: 0 53'-0" 6-4- Residence 59'-3" C_ 1000 Summit Drive Mattituck, NY 11952 6 .kSl ARCHITECTURAL PLANS f �� cf DESIGNED BY: tj M REVIEWED BY: V) TM DATE: 0 March 17, 2022 SCALE: !it = 11-011 E 4 E =3 V) PROJECT NO: 0 0 0 JanuA 21-01 E; SHEET TITLE: Cq FIRST FLOOR PLAN 0 SHEET: ,row 6� 13 tr A-2.0 FIRST FLOOR PLAN X OF 13 SCALE: 1/4"= l'-O" 62'-4" 26'-8" 35-8" z tNI bq I. T L k, 0 zz: ti L P4 C? Deck A F lit- i� 1: W 12 X 40 6 CANT. W 14X2 cv3,, Xg3, I-ISS10X0A� HSS7X5 THIS DRAWING, HSSIOX5X2�' j., Cl) MOMENT CONNECTION HSS7X5X8 PREPARED FOR THE rr SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, AND THE Loft PROPERTY OF THOMAS MURAW SKI ARCHITECT. C-4 10 INFRINGEMENT OR 10 C14 Z C') C14 x co 0 )pen to Below x x Open to Belo 0 x >< I.- r ANY USE OF THIS 10 U U 10 LU LU PROJECT IS z z PROHIBITED. ANY 0 0 L U 2"X 12"ROOF AFTERS U 2"X 12"ROOF RATERS 2"X 12"ROOF RAFTERS 2"X 12" ROOF AFTERS ALTERATION, OR 0? 9 1 1 �jul I I I b bo ;t �o I-- I C'4 @ 16"O.C. @ 16"O.C. @ 16"0,E Ax @ 16- z L bo --T REPRODUCTION OF W Uj :2 THIS DOCUMENT IS 0 0 Z ALSO OWRITTEN / M I � 1 lWITHOU t / CONSENT OF THE C? MH ARCHITECT. 25'-11 REVISIONS HIM MW Md M r 6-7- MOMENT CONNECTION 8 HSSlOX5X3' HSS7X5X28" HSS7'K5Xg3" HSSlOX5X3�'— W 12 A 40 W 14X26 -— — —---— — — — Pal I LL-L L= lid -�4 ; II ! i I ( I I . L-F II I 4 bldg dept.comments 01-20-2023 J! T 1 3 file for permit 11-01-2022 ..... ......... ... ....... ...... ... 2 progress review 09-28-22 z1 REVIEW WITH DOB A-bUpper Deck ower Deck A-6 REV DESCRIPTION F F, ED A& F Mtj '01 oti t 13'-0" 21'-3" -E 0 1> ALTERATI N' OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL .2 Janusas 11 26'-10" 35'-6" 0 62'-4" Residence 1000 Summit Drive 0 Mattituck, NY 11952 -6 ARCHITECTURAL PLANS UJ DESIGNED BY: tj rn REVIEWED BY: TM DATE: C, March 17, 2022 SCALE: ift = it wl E E D V) PROJECT NO: JanuA 21-01 o SHEET TITLE: Cq UPPER LEVEL/LOFT PLAN SHEET: o A-3 .0 xL0 f i o /AFTERS :/A F 2 I L UPPER LEVEL/LOFT PLAN X OF 13 0 C'4 SCALE: 1/4"= 1'-0" . ......... k�' o bo GUARD RAIL TO BE SELECTED BY 4-4 OWNER. GUARD TO CONFORM WITH $-4 R12 OF THE 2020 RCNYS II _ Ii. ......... III 0 U Zz C to ............................................. .................................. ............................... -z OB A l ! i VENTED O VENTED SOFFIT SOFFIT (z) TYPICAL WALL CONSTRUCTION WALL CONSTRUCTION SIDING TO BE SELECTED BY AO OWNER. I j I SIDING TO BE SELECTED BY BLUE SKIN BUILDING WRAP UNDER I OWNER. 1/2"PLYWOOD SHEATHING I BLUE SKIN BUILDING WRAP UNDER 2"X 6"WALL STUDS AT 16"O.C. 1/2"PLYWOOD SHEATHING I I I I i ILI I I I I I III I I I R-19 BATT INSULATION2"X 6"WALL STUDS AT 16"O.C. THIS DRAWING -7 5/8"GYPSUM WALL BOARD 4 R-19 BATT INSULATION PREPARED FOR THE ' S/8"GYPSUM WALL BOARD. SPECIFIC PROTECT INDICATED, IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THOMAS MURAWSKI ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION OF THIS DOCUMENT IS PROVIDE 2"POLY ISO INSULATION COLUMN. COORDINATE WITH ALSO PROHIBITED BOARD AND WATERPROOFING 0z PLANS WITHOUT WRITTEN AS REQUIRED M C? ZCONSENT OF THE ARCHITECT. FOOTING AND FOUNDATION FOOTING AND FOUNDATION COORDINATE WITH 53'-11 COORDINATE WITH REVISIONS PILE/FOUNDATION PLAN ABOVE 6' FROM FIRST FLOOR PILE/FOUNDATION PLAN UNDER GRADE FRONT ELEVATION SCALE: 1/4"'— l'-O" ..................... ........................... ......................... .......... ......... ............. ..........-......................... ... ...................................................... ........ ..... ...... ... ....... ........ ........... ............... .. ....................... ........................... ........... ............ .... ......... ........ ......... ..........- ------- ............... .......... . . . .. ......... ...................... ...... ..... 4 Ibldg dept.comments 01-20-2023 3 file for permit 11-01-2022 GUARD RAIL TO BE SELECTED BY 2 progress -review 0928-22 ----------- OW14ER. GUARD TO CONFORM WITH REVIEW WITH DOB R�,OF THE 2020 RCNYS .......... ........ ............................................................................................ ..................... REV DESCRIPTION C? ............------ ............ 777:::� ....................... . .. ......... TYPICAL ROOF CONSTRUCTION .................................... ........ TYPICAL ROOF CONSTRUCTION .................. 77= ..... =7 ............ ARCHITECTURAL ROOF ......................................... .......................... ARCHITECTURAL ROOF SHINGLE. COLOR TO BE SELECTED BY OWNER SELECTED BY OWNER BE \5�S 3 MRCh/� FULL ICE AND WATER SHIELD .............. ............... .............. ............ FULL ICE AND WATER SHIELD O (P 1/2" PLYWOOD SHEATHING . ............... ................. 1/2" PLYWOOD SHEATHING ................ ......... ................ ............... . ............. ................................ ROOF RAFTERS, COORDINATE ROOF RAFTERS, COORDINATE WITH FLOOR PLANS FOR 4 WITH FLOOR PLANS FOR ................... ...... @ ....... SPACING AND SIZING LP ..... LSPACING AND SIZING 0 995 r ........... ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL ................... .2 Janusas 5"COPPER GUTTERS AND 5"COPPER GUTTERS AND LEADERS AS REQUIRED LEADERS AS REQUIRED Residence VENTED SOFFIT VENTED SOFFIT o 1000 Summit Drive j j I Mattituck, NY 11952 tLLLLJ- I TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION ARCHITECTURAL PLANS SIDING TO BE SELECTED BY SIDING TO BE SELECTED BY OWNER. OWNER. BLUE SKIN BUILDING WRAP UNDER BLUE SKIN BUILDING WRAP UNDER 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING DESIGNED BY: 2"X 6"WALL STUDS AT 16"O.C. 2"X 6"WALL STUDS AT 16"O.C. R-19 BATT INSULATION R-19 BATT INSULATION tj M 5/8"GYPSUM WALL BOARD 5/8"GYPSUM WALL BOARD. REVIEWED BY: D - TM DATE: March 17, 2022 SCALE: E E PROJECT NO: JanuA 21-01 0 PROVIDE 2" POLY ISO INSULATION PROVIDE 2"POLY ISO INSULATION BOARD AND WATERPROOFING BOARD AND WATERPROOFING SHEET TITLE: AS REQUIRED AS REQUIRED FRONT AND REAR ELEVATION FOOTING AND FOUNDATION FOOTING AND FOUNDATION FT 541-011 SHEET: .91 COORDINATE WITH COORDINATE WITH 0 BELOW 6' FROM FIRST FLOOR PILE/FOUNDATION PLAN PILE/FOUNDATION PLAN A- UNDER GRADE 4 0- .0 o REAR ELEVATION X OF 13 2 C14 <1 I SCALE: 1/4"= l'-O" Q RAILING TO BE SELECTED OWNER. GUARDRAIL TO 12 -Z 2.05 MEET THE REQUIREMENTS OF METAL SCUPPER R312 OF THE 2020 RCNYS 4'-0" TYPICAL ROOF CONSTRUCTION ARCHITECTURAL ROOF SHINGLE. COLOR TO BE li SELECTED BY OWNER FULL ICE AND WATER SHIELD 1/2"PLYWOOD SHEATHING ROOF RAFTERS, COORDINATE ;-4et W 12 WITH FLOOR PLANS FOR 1 2.0512 SPACING AND SIZING 1 11 0 2.05 otrwN4 011 u 74�- w 5"COPPER GUTTERS AND LEADERS AS REQUIRED ..................... ................... .................................. .......................................... ............. ................ Iisjl IIII Ii I II 2.05 PROVIDE DEKDRAIN UNDER ............DI �I�a`CC�J L l— �; Ij' ECK DRAINAGE SYSTEM FF 11.1 J 1.7 E.f. ................ .......... ...................... RAILING TO BE SELECTED I OWNER. GUARDRAILTO 4'-0" MEET THE REQUIREMENTS OF 6TE ti R312 OF THE 2020 RCNYS THIS DRAWING, O RE VP1kR SPECIFIC PROJECT yy O INDICATED, IS AN +H t-t-, 71, 11 IN INSTRUMENT OF NMNtierOr YW TYPICAL WALL CONSTRUCTION SERVICE, AND THE SIDING TO BE SELECTED BY PROPERTY OF THOMAS OWNER. MURAWSKI BLUE SKIN BUILDING WRAP UNDER �0 1/2"PLYWOOD SHEATHING ARCHITECT. I I INFRINGEMENT OR �2 2"X 6"WALL STUDS AT 16"O.C. R-19 BATT INSULATION ANY USE OF THIS 5/8"GYPSUM WALL BOARD. PROJECT IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION OF PROVIDE 2"POLY ISO INSULATION THIS DOCUMENT IS BOARD AND WATERPROOFING ALSO PROHIBITED AS REQUIRED WITHOUT WRITTEN CONSENT OF THE FOOTING AND FOUNDATION ARCHITECT. 26 32'-6" COORDINATE WITH ABOVE 6' FROM FIRST FLOOR BELOW 6' FROM FIRST FLOOR PILE/FOUNDATION PLAN UNDER GRADE UNDER GRADE REVISIONS RIGHT SIDE ELEVATION SCALE : 1/4" 1'-0" 4 bldg dept.comments 01-20-2023 3 file for permit 11-01-2022 RAILING TO BE SELECTED 2 progress review 09-28-22 -,---OWNER. GUARDRAILTO MEET THE REQUIREMENTS OF REVIEW WITH DOB METAL SCUPPER R312 OF THE 2020 RCNYS TYPICk ROOF CONSTRUCTION I ARCHITECTURAL ROOF SHINGLE. COLOR TO BE SELECTED BY OWNER ED Al�e FULL ICE AND WATER SHIELD \C::, 1/2"PLYWOOD SHEATHING —Ln A ROOF RAFTERS, COORDINATE WITH FLOOR PLANS FOR I I KA SPACING AND SIZING I ILA I i LIJ L...j[A 7 PROVIDE FLASHING AS RERQUIRED PROVIDE DEKDRAIN UNDER DECK DRAINAGE SYSTEM ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL mn H1HMWW1HLi RAILING TO BE SELECTED ui --- > 5"COPPER GUTTERS AND MEET THE REQUIREMENTS OF LEADERS AS REQUIRED R312 OF THE 2020 RCNYS Janusas 0 VENTED SOFFIT --- Residence 0 ummit V Mattituck, NY 11952 FIRST FLOOR (D ARCHITECTURAL PLANS TYPICAL WALL CONSTRUCTION ............................................— -j SIDING TO BE SELECTED BY OWNER. �E I b BLUE SKIN BUILDING RU -1 10 DESIGNED BY: C.- 1/2" PLYWOOD SHEATHING 2"X6"-WALI STI I SAT 16LaC-- tj M AVERAGE GRADE/GRADE PLANE REVIEWED BY: R-19 BATT INSULATION 5/8"GYPSUM WALL BOARD. TM L) DATE: March 17, 2022 SCALE: bt = 11-Oil E E PROVIDE 2"POLY ISO INSULATION BASEMENT SLAB PROJECT NO: BOARD AND WATERPROOFING GARAGE SLKB- JanuA 21-01g 0 AS REQUIRED SHEET TITLE: RIGHT AND LEFT SIDE cli 1� < FOOTING AND FOUNDATION 37'-5" Z3 21'-8" C ELEVATIONS A t COORDINATE WITH BELOW 6' FROM FIRST FLOOR ABOVE 6' FROM FIRST FLOOR PILE/FOUNDATION PLAN UNDER GRADE UNDER GRADESHEET:� s � 1 �� �Qj — _ Ck A-5 .0 LEFT SIDE ELEVATION X OF 13 C-4 SCALE: 1/4"= 1'-011 COY QDi o U RAILING TO BE SELECTED • ,--OWNER. GUARDRAIL TO MEET THE REQUIREMENTS OF METAL SCUPPER -7-flF R312 OF THE 2020 RCNYS rn Tr 0 TYPICAL ROOF CONSTRUCTION ARCHITECTURAL ROOF SHINGLE. COLOR TO BE LLU J_' ------------ ------- tko P1 P1 SELECTED BY OWNER FULL ICE AND WATER SHIELD i a4 1/2"PLYWOOD SHEATHING ROOF RAFTERS, COORDINATE IL - STEEL BEAM. 2"X SLEEPERS RIPPED DOWN SPACING AND SIZING PROVIDE DEKDRAIN UNDER COORDINATE WITH FLOOR PLANS FOR PROVIDE FLASHING AS TO PITCH DECK TO GUTTER WITH FLOOR PLANSlZ DECK DRAINAGE SYSTEM o N RERQUIRED .............. ............... STEEL BEAM. COORDINATE p z'- z� WITH FLOOR PLANS STEEL BEAM. STEEL BEAM. COORDINATE RAILING TO BE SELECTED COORDINATE WITH FLOOR PLANS z WITH FLOOR OWNER. GUARDRAIL TO 5"COPPER GUTTERS AND PLANS MEET THE REQUIREMENTS OF LEADERS AS REQUIRED R312 OF THE 2020 RCNYS VENTEDSOFFI co Guest Room/Office Master Bathroom W-1-C Master Bedroom .................................... In I............... ....................................................... .................................V THIS DRAWING, it PREPARED FOR THE 0 0 SPECIFIC PROJECT If INDICATED, IS AN INSTRUMENT OF 6=1 I--=_1 I SERVICE, AND THE STEEL BEAM. COMPOSITE COORDINATE DECK. PROPERTY OF THOMAS TYPICAL WALL CONSTRUCTION WITH FLOOR COORDINATE NEW DECK JOISTS. STEEL BEAM. MURAWSKI .. .......... ..... SIDING TO BE SELECTED BY COORDINATE_Jl I ARCHITECT. PLANS (TYP.) WITH PLANS COORDINATE OWNER. WITH FLOOR PLANS WITH FLOOR PLANS INFRINGEMENT OR C14 _11 f: -1 Cellar BLUE SKIN BUILDING WRAP UNDER —1 i �.' J __] . I . a, co 1/2" PLYWOOD SHEATHING ANY USE OF THIS 00 -T X 6"WALL ST D,�-AT 16"O.C. PROJECTS POURED R-19 BATT INSULATION _d I I CONCRETE SLAB. PROHIBITEDIANY 5/8"GYPSUM WALL BOARD. COORDINATE ALTERATION, OR WITH PLANS REPRODUCTION OF PROVIDE 2" POLY ISO INSULATION THIS DOCUMENT IS BOARD AND WATERPROOFING SO PROHIBITED �R S", AS REQUIRED .......... . .... WITHOUT WRITTEN ... ......... ....... =_ -_— - - — -- ; —7 EI11=11EII ]LI11. I I I— 1=1 I —I I li�]I!=I I =1 I 1=1 I I 1=1 I I= I El I 1—11!-11 11— =9 1 FOOTING AND FOUNDATION !IIP COORDINATE WITH . ...... PILE/FOUNDATION PLAN III —111.--. 11 F;I =1 F ..........I. ...... ..... ...... It-in I 1= 1, —1111 H REVISIONS BUILDING SECTION SCALE: 1/4"= 1'-0" ................ X 1 4 bldg dept.comments 01-20-2023 3 file for permit 11-01-2022 2 progress review 09-28-22 REVIEW WITH DOB Lim DESCRIPTION x FTYPICAL ROOF CONSTRUCTION ARCHITECTURAL ROOF SHINGLE. COLOR TO BE RAILING TO BE SELECTED 10 OWNER. GUARDRAIL TO D Af?C SELECTED BY OWNER MEET THE REQUIREMENTS OF FULL ICE AND WATER SHIELD STEEL BEAM. J A4U R312 OF THE 2020 RCNYS 1/2"PLYWOOD SHEATHING COORDINATE ROOF RAFTERS,COORDINATE 0 C, 7 WITH FLOOR WITH FLOOR PLANS FOR PROVIDE DEKDRAIN UNDER C14 STEEL BEAM. PLANS COORDINATE DECK DRAINAGE SYSTEM Loft t WITH FLOOR PLANS STEEL BEAM. 0289 93 y0 COORDINATE _.—_::.....__—._..._ ..._...... ................ ........................ RAILING TO BE SELECTED WITH FLOOR PLANS IN\ A I GUARDRAIL TO OWNER. .................. ALTERAT OF THIS DOCUMENT EXCEPT BY A 3. LICENSED PROFESSIONAL IS ILLEGAL MEET THE REQUIREMENTS OF STEEL BEAM. STEEL BEAM. COORDINATE R312 OF THE 2020 RCNYS COORDINATE WITH FLOOR PLANS 0 Family Room WITH FLOOR PLANS Janusas Dining 00 VENTED SOFFIT Residence O Stair 1000 Summit Drive Mattituck, NY 11952 77.75' COMPOSITE STEEL BEAM. IU STEEL BEAM. COMPOSITE DECK. TYPICAL WALL CONSTRUCTION COORDINATE COORDINATE WITH FLOOR SIDING TO BE SELECTED BY DESIGNED BY: COORDINATE WITH POURED CONCRETE DECK.— COORDINATE WITH FLOOR PLANS J! WITH PLANS PLANS (TYP.) OWNER. tj M bo FLOOR PLANS. BLUE SKIN BUILDING WRAP UNDER REVIEWED BY: 01 1/2" PLYWOOD SHEATHING TM 41 $ AtL STUDS AT 16"Off. POURED I DATE: Basement CONCRETE SLAB. March 17 2022 o COORDINATE I R-19 BATT INSULATION , 5/8"GYPSUM WALL BOARD. 4�1 E 51 SCALE: WITH PLANS } . LI �-011 E PROVIDE 2"POLY ISO INSULATION PROJECT NO: L BOARD AND WATERPROOFING JanuA 21-01 rs AS REQUIRED SHEET TITLE: nl�F1 COORDINATE WITH < FOOTING AND FOUNDATION BUILDING SECTIONS L----J MTil PILE/FOUNDATION PLAN l IST SHEET: A-6.0 o BUILDING SECTION X OF 13 2 SCALE: 1/4"= V-0" c,"L WINDOW SCHEDULE ITEM STYLE ITEM SIZE R.O. QUANTITIY REMARKS AO SLIDING DOOR NLGD8080 95.25"X 96" SEE MANUF. 7 1) @ POOL HOUSE 4"V.T 4" V.T.R. ROOF �JLGD4380S 95.25" " 4 X 96SEE MANUF. 4 ) UNITS MULLED TOGETHER MASTER ho© STATIONARY _ LAUNDRY — KITCHEN BATHROOM BATHROOM _ _ C.� r� © AWNING AXW41 48"X 36" SEE MANUF. 4 2) UNITS MULLED TOGETHER _ — — 1 1 1/21' 11 1/2" 1 o t� „r — 1 1/21' 1 1/21' I I 11 1/2" ' I O OD AWNING AP42V 48"X 48" SEE MANUF. 4 2) UNITS MULLED TOGETHER 1 1/2 1 1/2"1 LAV. 1 LAV. I 1 1 LAV. LAV. 0 01 0 01 o of "5 W O AWNING AX281 31.5"X 31.5" SEE MANUF. 10 ° 1 ° W C. 1 WASH DW W C. 45 1 Ftub I I 2„ tub I I Q � Z N ~ w � sho er ]St. FLOOR FO CASEMENT CX15 31.5"X 60" SEE MANUF. 7 U •r-i �' 2" L2, 3' 3„ 2„ 2„ W -I M © HINGED DOOR F\NH2768 30"X 80" SEE MANUF. 3 44 c.o.i 71.25"X 80" SEE MANUF. 1 2 3 1wi••� o HO SLIDING DOOR NLGD6068 ti C.0 3" I HINGED DOOR F)NH3180 36"X 96" SEE MANUF. 2 POOL HOUSE c.o O . U N J CUSTOM AWN. 62"+/-X 31.5" SEE MANUF. 1 MATCH WIDTH OF 3 (E) MULLED 4"HOUSE N �., O TRAP TO NEW APPROVED SANITARY SYSTEM N K FIXED DOOR NLGD3368S 216"X 96" SEE MANUF. 2 WIDE MULLION BETWEEN LITES ~ © CASEMENT C:X16 31.5"X 72" SEE MANUF. 4 POOL HOUSE W h � kn O M SEM T 1 3 "X 28 SE M NUF. 2 O O E M O HINGED DOOR FNI-13168 36.125"X 80" SEE MANUF. 1 CELLAR TO EXTERIOR THIS DRAWING, 1 PREPARED FOR THE SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THOMAS MURAWSKI ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. REVISIONS 1 WINDOW SCHEDULE, PLUMBING RISER DIAGRAM SCALE: 1/4"= V-0" 4 bldg dept.comments 01-20-2023 3 file for permit 11-01-2022 2 progress review 09-28-22 1 REVIEW WITH DOB REV DESCRIPTION ��RE D ARC 0 �N 0 9�,� X28993 y0� N `N ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL o+ o 3 v N anusas U o U Residence O 1000 Summit Drive Mattituck, NY 11952 U ARCHITECTURAL PLANS o U N t DESIGNED BY: tjm M N REVIEWED BY: TM Y U DATE: March 17, 2022 o SCALE: as noted E 3 PROJECT NO: JanuA 21-01 O 0 SHEET TITLE: 0 N WINDOW SCHEDULE PLUMBING RISER DIA. 0 N SHEET: + U a` 7.0 a X OF 13 N O N O WALL REINFORCEMENT G E N E RAL N O T E S �,- HORIZONTAL - ,,- rr ADD 2-#5 ALL AROUND EXTEND F BARS HORS ONTA - z CODES AND STANDARDS FOUNDATION OPENINGINIMUM BEYOND EDGE OF o 1 -0 0 1. ALL WORK SHALL CONFORM TO TH _0C'z E REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING CODE, 1. ALL FOUNDATION DESIGN, SOIL TESTING, SOIL CLASSIFICATION, AND BEARING CAPACITIES SHALL BE IN ADD 1-#5 x 4'-0" EACH CORNER a ?'• ° LATEST EDITION AND WITH THE RULES AND REGULATIONS OF ALL LOCAL AND GOVERNMENTAL ACCORDANCE WITH CHAPTER 18 OF THE 2020 NYS BUILDING CODE, SECTIONS 1805, 1808.2 AND AGENCIES HAVING JURISDICTION. 1808.3• � 2. WHERE MORE STRINGENT, THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WORK: 2. FOUNDATION DESIGN HAS BEEN BASED ON THE GEOTECHNICAL REPORT BY JR HOLZMACHER PE, LLC TERMINATE INTERRUPTED BARS OF DATED DECEMBER 20, 2018. SINGLE LAYER WITH A STANDARD 36 DIA. DOWELS. SAM 1'-0" - W A. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" HOOK. ADD AT INTERRUPTED BARS ° SIZE AND SPACING AS HORIZ. BARS AAS INDICATED ON PLAN AND IS THE DISTANCE BELOW TOP OF IN DOUBLE LAYER U-SHAPED BARS 3. TOP OF PILE CAP ELEVATION SHALL BE B. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318. FINISHED FIRST FLOOR ELEVATION. TO MATCH WALL REINFORCING. o N GENERAL SPLICE 1.3(LD) CORNER WALLS INTERSECTING WALLS 4. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMPORARY SUPPORTS, ETC., IS THE ti 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SHALL SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. OT BE NOTIFIED IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, THE MORE " W o CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. 5. NO PILE CAP SHALL BE POURED UNTIL THE PILE SURVEY HAS BEEN REVIEWED AND APPROVED BY TYPICAL WALL OPENING DETAIL LAP REINFORCING AS SHOWN OR PROVIDE CORNER BARS. WHERE CORNER a THE ENGINEER OF RECORD. REINFORCEMENT IS DIFFERENT SIZE, BEND AND LAP LARGER SIZE BARS. ° 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SCALE: N.T.S. o o .? 6. DO NOT INSTALL PILE CAPS IN WATER OR ON FROZEN GROUND. DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT. THE o U TYPICAL WALL INTERSECTION DETAIL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR "MEANS AND METHODS OF CONSTRUCTION. 7, FOUNDATION EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL E � ENGINEER OR INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE. CONTRACTOR SHALL NOTIFY i SCALE: NTS 3, THE CONTRACTOR SHALL FURNISH ALL CERTIFICATIONS, LABORATORY TEST REPORTS AND INSPECTION FIN. FLR. GEOTECHNICAL ENGINEER OR INSPECTOR WHEN INSPECTION OF EXCAVATION IS READY. GEOTECHNICAL I I a o REPORTS REQUIRED. i N ENGINEER OR INSPECTOR SHALL SUBMIT LETTER OF COMPLIANCE TO OWNER. � 4. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & 8. ALL EXCAVATIONS SHALL BE BACKFILLED WITH CONTROLLED COMPACTED FILL. 00 ' BOLT PROJECTION 4" MIN. (UNo) e (4) 3/4"�b A.B.'s (TYP) 14" CLR. (TYP.) ELECTRICAL DRAWINGS. T.O.F. „ CONCRETE 9. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO SEE PLAN FOR 3 TUBE (UNO) REQUESTING FOUNDATION INSPECTION. „ 0 TYP. h 1. ALL CONCRETE WORK SHALL CONFORM TO ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR Z BOLTS BOLT EMBEDMENT 9" MIN. (TYP.) " BUILDINGS AND ACI-301 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. HELICAL SCREW ANCHORS (HSA) _ TACK UNO o - - - - - 2. ALL CONCRETE SHALL BE 4500 P.S.I. CONTROLLED STONE OR GRAVEL CONCRETE, AIR ENTRAINED 1. ALL HELICAL PILES SHALL BE MANUFACTURED BY AB CHANCE, OR APPROVED EQUAL. N o WHERE EXPOSED. 2. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SUPERVISION, LABOR. MATERIALS, AND EQUIPMENT z� O O 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, EXCEPT STIRRUPS AND TIES WHICH FOR THE INSTALLATION OF HELICAL PIERS AS INDICATED ON THE DRAWINGS. RELATED WORK INCLUDES HEAVY HEX NUT OR OTHER i THIS DRAWING, MAY BE: GRADE 40. EXCAVATION, BACKFILL, TEMPORARY PROTECTION, AND SHORING. CONTRACTOR SHALL BE RESPONSIBLE (A36 ANCHOR RODS) APPROVED MECHANICAL ANCHOR. STEEL TUBE COLUMN 10" PREPARED FOR THE FOR LOCATING AND STACKING PILES. SPECIFIC PROJECT 4. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOW ON THE CONTRACT DRAWINGS 3. HELICAL PILES SHALL BE A MINIMUM DIAMETER SPECIFIED ON DRAWING S-100. OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL BE TYPICAL COLUMN ANCH0R BOLT DETAIL TYPICAL BASE PLATE FOR HSS U N O INDICATED, IS F SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. 4. PILES SHALL BE HIGH STRENGTH STRUCTURAL STEEL TUBE MEETING THE REQUIREMENTS OF ASTM ` ) INSTRUMENT H 5. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI A450, GRADE 80. SCALE: NTS SCALE: NTS SERVICE, AND THE PROPERTY OF THOMAS 318, UNLESS OTHERWISE NOTED. 5. ALL PILES SHALL HAVE A MINIMUM TOTAL INSTALLATION DEPTH SPECIFIED ON DRAWING S-100. MURAWSKI 6. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FORALL REINFORCEMENT 1'-3" 3'-0" 1'-3" ARCHITECT. DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 . 6. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH FORWARD AND TO BE HOOKED 180 ALL REINFORCEMENT ( ) REVERSE CAPABILITIES. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE DEGREE ® EACH END TO BE HOOKED 180 INFRINGEMENT OR 7. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING SECURELY IN PLACE AS REQUIRED. PILE CAP & COL �\ DEGREE ® EACH END ANY USE OF THIS WHILE PLACING CONCRETE. BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS. 7. EACH HSA SHALL BE DESIGNED TO MEET THE SPECIFIED LOADS AND ACCEPTANCE CRITERIA AS PILE CAP PROJECT IS 8, CONSTRUCTION JOINTS, WHEN REQUIRED, ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SHOWN ON THE DRAWINGS. 1'-3" 1'-3" o N & COL o ! PROHIBITED. ANY DOCUME:NTS AND SHALL BE IN CONFORMANCE WITH ACI 318. DRAWINGS SHOWING LOCATION AND 8, EACH HSA SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER EMPLOYED BY THE HELICAL SCREW `V • • • • 1'-3" 3'-0" 1'-3" I ! ALTERATION, OR DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL MANUFACTURER. ;n 6-#5 BARS `V REPRODUCTION OF SHOP DRAWINGS. \\1 • • • •' • 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING PILES, PILE CAPS, AND/OR GRADE BEAMS AT I z THIS DOCUMENT IS 9. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. OR ADJACENT TO NEW CONSTRUCTION. _- -- _ _q.PILE CAP K, -#6 BARS ALSO PROHIBITED M & COL. - WITHOUT WRITTEN 10. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306. 10. THE COMPOSITE STEELAD SECTIONS AND GROUTA D EXT CONFIGUREDOEXTENSION WN H ONE LORE MOREUNDHSTEEL PIPE EL CAL BEARING AFT, OR x - t - - - ----____�- PILE. CAP iD STRUCTURAL. STEEL & COL. CONSENT OF THE WELDED TO THE SHAFT. 2'-6" "� ARCHITECT. 6-#5 BARS I 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL 11. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. 5'-6" BUILDINGS INCLUDING THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS". PILE CAP DEPTH=2'-0" SECTION A-A -#6 BARS 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTHS AND 12. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL SHOP DRAWINGS AND PILE CAP DEPTH=2'-O" SECTION A-A REVISIONS SPECIFICATIONS FOR THE HELICAL PILES AT L SPECIFICATIONS, UNLESS OTHERWISE NOTED. EAST 14 DAYS PRIOR TO THE START OF WORK. THE SHOP DRAWING SHALL INCLUDE THE FOLLOWING: TYPICAL P - 1 PILE CAP DETAIL YIELD ASTM SPEC. A. MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. SCALE: 1/2 =10" TYPICAL P - 2 PILE CAP DETAIL A. STRUCTURAL STEEL SHAPES: 50 K.S.I. A-992 B. HELICAL PILE IDENTIFICATION NUMBER & DESIGNATION. B. PLATES & CONNECTION MATERIAL: 36 K.S.I. A-36 2"=1'-0" SCALE: 1 C. ANCHOR BOLTS: 36 K.S.I. F-36 C. MAXIMUM ALLOWABLE MECHANICAL COMPRESSION, TENSILE AND BENDING STRENGTH OF THE HELICAL � p, D. NUMBER OF PILES. rC SUPPORT NC SUPPORT WALL - �, --- - 3. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR E. PLANNED INSTALLATION DEPTH AND NUMBER OF LEAD AND EXTENSION SECTIONS. STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS". UNFINISHED BOLTS SHALL CONFORM TO F. PRELIMINARY HELICAL CONFIGURATION (NUMBER AND DIAMETER OF HELICAL BEARING PLATES). TOP OF PIER ASTM A-307. G. THE MANUFACTURERS RECOMMENDED CAPACITY TO INSTALLATION TORQUE RATIO. CONTINUOUS T (ANCHOR NOT SHOWN) SEE PLAN „ H. MINIMUM FINAL INSTALLATION TORQUE, DETAILS. AL REINFORCING 4. ALL BOLTS SHALL BE 3/4 DIA. (MIN.) UNLESS OTHERWISE NOTED ON THE PLANS AND T L I. CORROSION PROTECTION COATING ON HELICAL PILES AND BRACKET ASSEMBLIES. BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM OF TWO 3/4" DIAMETER BOLTS. ' 13. THE CONTRACTORS PILE DESIGN PROFESSIONAL SHALL SHALL SUBMIT TO THE ENGINEER DESIGN 1 1/2" " 5. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS CODE FOR WELDING IN BUILDING CALCULATIONS FOR THE HELICAL PILES AND BRACKETS INTENDED FOR USE ON THE PROJECT AT CLEAR 2-6 (MIN) LAP _ r CONSTRUCTION, AWS D1.1, AND MUST BE PERFORMED BY CERTIFIED WELDERS. ELECTRODES SHALL BE LEAST 14 DAYS PRIOR TO THE START OF WORK. ALL CALCULATIONS SHALL BE SIGNED AND SEALED SEE WALL SECTIONS • • #3 TIES AT E70 SERIES. BY A NYS PROFESSIONAL ENGINEER. THE SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: FOR RIENFORCMENT 12" 0.C. 2 progress review 09-28-22 6. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF ALL CONNECTIONS A. CONSIDERATIONS FOR BUCKLING AND EXPANSIVE SOILS. JJ AF -JA THAT ARE NOT FULLY DETAILED ON THE CONTRACT DRAWINGS. B. MINIMUM INSTALLATION DEPTH TO REACH BEARING STRATUM. I REVIEW WITH DOB C. SOIL BEARING AND PULLOUT CAPACITY. a 73 7. EXCEPT WHERE REACTIONS ARE GIVEN OR BEAM CONNECTIONS ARE DETAILED, BEAM CONNECTIONS D. LATERAL RESISTANCE OF THE SHAFT. 2 REV DESCRIPTION SHALL BE DESIGNED TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY FOR THE GIVEN E. ESTIMATED PILE HEAD MOVEMENT AT DESIGN LOADS. SIZE, SPAN, AND ALLOWABLE BENDING STRESS. CONCENTRATED LOADS NEAR AN END CONNECTION2° TYPICAL SHALL ALSO BE CONSIDERED. MINIMUM END CAPACITY SHALL BE 6 KIPS. 14. UPON COMPLETION OF THE HELICAL PILE INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE FROM FACE -0" ENGINEER THE FOLLOWING CLOSE OUT ITEMS: OF SUPPORT VBOTTOM VBOTTOM FOOTING DOWELS TO FLED AR 8. ALL INTERIOR, NON-EXPOSED STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT REINFORCING REINFORCING MATCH VERTICAL • \�-(� J M C,�/� SURFACES TO BE WELDED, HIGH STRENGTH BOLTED OR SPRAY FIREPROOFED. FOR FIELD COAT, SEE A. CERTIFIED TEST REPORTS, INCLUDING RESULTS OF PILE LOAD TEST (WHERE REQUIRED). 6 MIN. SPECS. B. MANUFACTURER'S CERTIFICATION THAT PRODUCTS MEET OR EXCEED REQUIREMENTS. 1. TYPE, SIZE AND ACTUAL LOCATIONS OF HSA -- - - FOR FOOTING PILE CAP ti ,;; °� 9. UNLESS C INSTALLERS FIELD REPORTS RECORDING THE FOLLOWING: - OTHERWISE NOTED ON PLAN, ALL EXTERIOR EXPOSED STRUCTURAL STEEL (INCLUDING LINTELS) STIRRUPS TYPICAL SEE PLAN 0 SCHEDUL� * =•= - SHALL BE GALVANIZED. 2. FINAL INSTALLED DEPTH OF HSA. SEE BEAM SCHEDULE 3. TORQUE INSTALLATION RECORDS ON ALL HSA L1 L2 • • 4#6 BARS N>` 0=zr"s q,5 10. UNLESS OTHERWISE NOTED, BEAM AND GIRDER CONNECTIONS SHALL BE PROPORTIONED TO DELIVER 4. . THEIR END REACTIONS TO THE CENTER OF GRAVITY OF THE MEMBERS TO WHICH THEY FRAME. TORQUE MONITORING CALIBRATION DATAEND SPAN INTERIOR SPA 9TH 2 9 �O CONNECTIONS FOR BEAMS AND GIRDERS FRAMING TO THE FLANGES OF COLUMNS SHALL BE 15. PILES SHALL BE DESIGNED AS COLUMNS WITH A DEPTH OF FIXITY (LATERAL SUPPORT) OF 5'-0" IN NE`N PROPORTIONED TO DELIVER THEIR END REACTIONS TO THE FACE OF THE COLUMN FLANGE TO WHICH FIRM SOIL OR 10'-0" IN SOFT SOIL. THEY FRAME. S E C TI ON A- A ALTERATION OF THIS DOCUMENT EXCEPT BY A 11. ALL BEAMS, EXCEPT CANTILEVER BEAMS, SHALL BE FABRICATED & ERECTED WITH NATURAL CAMBER SUBMITTALS TYPICAL CONCRETE BEAM REINFORCING DETAIL • . • LICENSED PROFESSIONAL IS ILLEGAL. UP. Al CANTILEVER BEAMS SHALL BE FABRICATED SO THAT THE NATURAL CAMBER RAISES THE 1. PRIOR TO PROCEEDING WITH THE WORK, CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE SCALE. NTS CANTILEVER END. ENGINEER FOR REVIEW: N 12. PROVIDE INDICATED CAMBER IN BEAMS AS NOTED ON THE DRAWINGS. MAKE ALLOWANCE FOR STRESS A. MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF OTE Janusas RELEASE BETWEEN MILL AND SITE. SAMPLE BATCHES. CONCRETE BEAM SCHEDULE ALL PIERS TO BE REINFORCED AS SHOWN ABOVE Residence B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL. UNLESS OTHERWISE NOTED ON PLAN OR IN SECTION. 0 13. DETAILED FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. FABRICATION SHALL EXTEND TOP BARS a NOT PROCEED UNTIL SHOP DRAWINGS ARE APPROVED, WHERE POSSIBLE TYPICAL PIER DETAIL. 2. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN ITEM "B". ADD'L ITEM "C". CONT ITEM "D". ADD'L 14. THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY THE FOUNDATION CONSTRUCTION FOR ANCHOR INTENT. REVIEW OF THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE WORK _ TOP BARS TOP BARS TOP BARS1000 Summit Drive BOLT LOCATIONS, ELEVATIONS OF TOP OF CONCRETE AND BEARING PLATES, ALIGNMENT, ETC. PRIOR IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A MINIMUM OF SCALE: N.T.S. Mattituck, NY 11952 ;2 TO START OF ERECTION. 10 WORKING DAYS FOR REVIEW OF ALL SUBMITTALS, FOLLOWING RECEIPT BY ENGINEER. ° 15. NO OPENINGS SHALL BE CUT IN THE STRUCTURAL STEEL MEMBERS UNLESS SHOWN ON THE DRAWING 3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: ARCHITECTURAL PLANS 9 OR APPROVED BY THE ENGINEER OF RECORD. A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST, SUBMIT WITHIN 48 HOURS OF Q a ° TESTING. m w STEEL PAINTING B. SOIL COMPACTION TESTS FOR ALL CONTROLLED FILL. o>0 L PROVIDE HOT DIP GALVANIZED OR AS ALTERNATE THE FOLLOWING BEAM DESIGNED Lar: ITEM "A". WIDTH REVIEWED BY: tjm 1. ALL NEW EXPOSED STEEL SHALL BE PREPARED AND PAINTED AS FOLLOWS; SPECIAL E INSPECTIONS CONTRACTOR SHALL PROVIDE FOR SPECIAL INSPECTIONS OF THE FOLLOWING WORK AND ANY - BOTTOM BARS - - 1;- - E TM o SURFACE PREPARATION: SSPC-SP6 COMMERCIAL BLAST OTHER WORK AS MAY BE REQUIRED BY THE DEPARTMENT OF BUILDINGS. o " +. " " „ " "D"" DATE: 11) 2. SPECIAL INSPECTION OF MATERIALS, ASSEMBLIES AND METHODS OF CONSTRUCTION SHALL BE AS PER ITEM A ITEM B ITEM C ITEM D March 17, 2022 PRIME COAL: 90-97 Tneme-Zinc (Tnemec Co. Inc.) at 2.5 - 3.5 mils dit CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE AND SHALL INCLUDE THE FOLLOWING, ' UNLESS SPECIFICALLY NOTED OTHERWISE: BEAM SIZE BOTTOM TOP BARS TIES & STIRRUPS SCALE: INTERMEDIATE COAT: 27 FC Typoxy or V69F Epoxoline II (Tnemec Co. Inc.) at 4-6 mils dit MARK BARS SPACING NOTES A. PLACEMENT OF CONCRETE 1705.3 & TABLE 1705.3 W D LEFT CONT. RIGHT SIZE TYPE EACH END FINISH COAT: 73 Endura-Shield (TnemG61 24" 24 4#6 3#6 #3 1®2", 2®7" BOL.®10 JanuA 2 1-01 ec Co. Inc.) at 2-3 mils dit B. REINFORCING STEEL 1705.3 & TABLE 1705.3 PRo�ECTNo: C. CONCRETE DESIGN MIX 1705.3 & TABLE 1705.3 " ❑ 2. THE PRIME, INTERMEDIATE AND FINISH COATS MAY BE SPRAYED OR BRUSH/ROLLED ON AND SHALL BE D. CONCRETE TEST CYLINDERS 1705.3 & TABLE 1705.3 GB2 14" 16" 3#6 3#6 #3 ❑ 102" BAL.®8" sHEETTITLE: a SHOP APPLIED, THEN TOUCHED UP IN THE FIELD AFTER ERECTION AND INSPECTION. GENERAL NOTES & 3. ALL REQUIRED INSPECTIONS AND TESTS SHALL BE PERFORMED BY AN APPROVED TESTING AND '� CONSULTING ENGINEER P.C. TYPICAL DETAILS INSPECTION SERVICE. 215 HALLOCK ROAD, SUITE 1 B 0 4. COPIES OF ALL INSPECTION AND TEST REPORTS SHALL BE FURNISHED TO THE ENGINEER UPON STONY BROOK, NEW YORK 11790 SHEET: X COMPLETION. L_ TEL (631) 686 - 5234 RING S-001 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL WORK WHICH IS A A EML I TMIRABILE@TDMENGINEERS.COM OF X DETERMINED BY TESTING AND INSPECTION NOT TO COMPLY WITH SPECIFIED STANDARDS. -21-6"— (D (D 1,_3lot P-2 3" 3" 31V 1" 1" 3to 3pf 3" 6" 5-8j' 5'-8 4 4'-9� 6'—74 3'-02 __2l-84 6*-64 4'-104 5'—8 5P-411 _T (Z L _j t'o P-1 0 P-1 P-1 1 _V7 T -F� ct) N 0 0 (Dr- (D GE1 (D 0 :!�Bl (D M Sz (D G131 C'11 I M E 01 —— — — — — —--- — — —— — - - -- -- -— - t L i —— — — —— —— — —E2 I E2 1 Z3 1 E2 I U E2 I EO F_ Z! En C4 I TLP_� -.�l- - - -- - - -- - - ---- -- - -- ---- - - -- -- -P FT'' r t r J GB2 Pi 0rC L L — — — — — — — — —1 1 L _j _j Z nt.t K)Ft 1 (D 0) 0) _T _F q " j j -20 it—Opt 2 —111" 1 24'-3" 2 24' 31 NEW 4" CONC. SLAB W WWM 1 —F—, NEN 4" CONC. SLAB W WWM 14'-6j" (D 6x6 W4.Ox4.O OVER 6 61L. 0 6x6 W4.Ox4.0 OVER 6 61L. POLYETHYLENE VAPOR r POLYETHYLENE VAPOR 0 0) —1 BARRIER ON 6" CRUSHED 00 00 BARRIER ON 6" CRUSHED 1z M I M STONE AND COMP. SUBGRADE M STONE AND COMP. SUBGRADE 3" if—011 4 BACKFILL(T.O.S. E.L.= —9'-0" BACKFILL(T.O.S. E.L.= —9'-0-) 4 0M I I E 1 199 3 1 1 1 it 1$ ___2_ i i a r_ FU 4—12r 59-81t 5l-8" 5'-341- 4'-24" ❑ 6'-14" 5'—1021 5' 53 1 5'-10i» Cz 01 I (D P-2 P-2 0) (D L P-1 P-1 LO P-1 r (D _1P_l _17 — -_ — -1 0 GE31 ❑P_Pl� GBII GBII E2 Pl[_ GBII G131 r — -- T Pi A - - - _j L J L - - - -- - --- -- -4 1 Z F I Ir— t — —— —— —— — — 2 E( I - -- - - -- - - - - --- - -- -- - L L -- - - - - - - - - - - - - - _j L _ GE32 L j -1 1 T LT—T CINI Ill _j ——— — — — — — —— — — — — —— —— — — — — — —— — — —— — L — — — L _ _ J r L _j (D — — — 0 (D (D (D 0 (D 3 P-1 01 I I I THIS DRAWING, L _J -20 L L I PREPARED FOR THE (D SPECIFIC PROJECT INDICATED, IS AN 'n INSTRUMENT OF I SERVICE, AND THE (D PROPERTY OF THOMAS it-01 of 1 51'-82" I I j j MURAWSKI ARCHITECT. LO INFRINGEMENT OR ANY USE OF THIS 00 00 PROJECT IS Fn i E2 NEW 4" CONC. SLAB W/ WWM in, M1 I PROHIBITED. ANY 01 n 0 1(D 04 6x6 W4.Ox4,O OVER 6 MIL. 1(D ALTERATION, OR POLYETHYLENE VAPOR REPRODUCTION OF r BARRIER ON 6" CRUSHED i i THIS DOCUMENT IS STONE AND COMP. SUBGRADE BACKFILL(T.O.S. E.L.= —9'-0") I I 1 I ALSO PROHIBITEDWITHOUT WRITTEN CONSENT OF THE go, 10 1 ARCHITECT. 101 5'-71" 2*-0" 10 190-61" 2 P-2 P-2 REVISIONS r- P-1 P-1 1 1 1 P-1 (D P-1 Q 0 GB11 GBI F -I 17' -1 —— — — —— — - I GBl_ GB1_ — — — —— —— —— — — — — — — — —— — — — rF— _1 f GE32 P-1 -T "0 _j — — — —— — — — — — — — —— — — - - --- - - - - - - - - - - -2 Fu J7L 4 t Pi Pi 92 T_P_ L _ __ _ J LP-1 - - J 0 17- — 7 1 1 1 3 0) (D (D L AD (D 01 L _J(D -20 (D ji lit 3,, lit 4-14 51-8fl 51-8" 5 2[ 6t-44 6'—Oj" 5'-114 5 1—0 99 1 (D . 50'-22" E2 00 00 —1 CY) M, NEW 4" CONC. SLAB W WWM I —M 2 progress review 09-28-22 U I 6x6 W4.Ox4.O OVER 6 61L. 4 0 04! 1 2_019 POLYETHYLENE VAPOR M 00 REVIEW WITH DOB BARRIER ON 6" CRUSHED REV DESCRIPTION 611 5'-8" 517811 6" STONE AND COMP. SUBGRADE BACKFILL(T.O.S. E.L.= —9'-0") (D 1 91 00 T T (D —K4 Mir 0 0 -20 P i A/�Cz. P-1 P-1 1 17/ r GE31 r - - P-1 GBII r — -,I GB1 J. MU �x P Fr — —— — —_099) F G E31(B OT. OF—EiUm— 3' 0 .'% NEW 4" CONC.6x6 W4.Ox4.0 VERB6 IL. 1 i�r r L WWM O —----- — — — — -- -- - - - - - - -- — — — — — —i L - - - -- - -- -- -- -- J L_ — — — — -- - — M _j POLYETHYLENE VAPOR 10 __j P-2 (P BARRIER ON 6" CRUSHED (D (D (D (D (D T Cl _71 2,9 -95 0 1 3" 30# 30) 1" 3" 1" 399 3" 1 E72 4 STONE AND COMP. SUE GRADE 1 6" 6'-54 6f-54 6t-54 6'-104 6 l-74 6f-44 6'—14 6'-14 \44 BACKFILL(T.O.S. E.L.= 0'-0""1 LF 7--j ' P I 7\ — — —— —— - ALTERATION OF THIS DOCUMENT EXCEPT BY A 101" LICENSED PROFESSIONAL IS ILLEGAL 2 0 �, 201—KN FOUNDATION PLAN SCALE: 1/4"=1-0Janusas" NOTES: 0 1,—o -1 Of-400 Residence a_ I LD C1 I M M I I 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO O THE INSTALLATION OF THE NEW HELICAL PILES D 0 0 1000 Summit Drive ( 2 2. REFERENCE ELEVATION =O'—O" AT TOP OF FIRST FLOOR FINISHED FLOOR. Mattituck,, NY 11952 10 01 M, M,I M 3. SEE ARCHITECTURAL DRAWINGS FOR COMPLETE FRAMING PLANS AND DETAILS. HELICAL SCREW PILE SCHEDULE ARCHITECTURAL PLANS 9 'a im M I SYMBOL QUANTITY DESIGN CAPACITY MIN. LENGTH MIN. DIAM. 0 0 10 4. SEE SCHEDULE THIS DRAWING & GENERAL NOTES ON DRAWING S-001 FOR HELICAL to 0 (0 1 3 1 1 SCREW PILE SPECIFICATIONS. < 78 30 KIPS MIN. 20 (FT) 2.875" -Ott (D LGQl(BQT. _9E_RE�k = --3'-- )i — DESIGNED BY: 5. BOTTOM OF PILE CAP & GRADE BEAM ELEVATION= —13'-0" UNLESS OTHERWISE tem E NOTED ON PLAN AND DETAIL. EREVIEWED BY: 0 t 6. SEE DRAWING S-001 FOR GRADE BEAM SCHEDULE AND DETAILS. TM o co (0 0 T (D 7. SLAB ON GRADE SHALL BE A FLOATING SLAB. WHERE ABUTTING CONC. DATE: 6" 51-8" 59-8t$ 6" WALLS/COLUMNS PROVIDE 1" PRE—MOLDED FILLER. March 17, 2022 8. NEW CONCRETE SLAB TO CONSIST OF 4" CONC. SLAB W/ WWM 6X6 W4.OX4.0 OVER SCALE: 6 MIL. POLYETHYLENE VAPOR BARRIER ON COMP. SUBGRADE (T.O.S. EL.= MATCH EXISTING). PROJECT NO: JanuA 21-01 a.0 1 9. Pl INDICATES NEW 1'-6"X1'-6" CONC. PIER W/ (4) #6 VERT. BARS & #3 TIES. @ SHEET TITLE: l'_O" O.C. CONSULTING ENGINEER, P.C. PILETOUNDATION 10. 'P--' INDICATES NEW PILE CAP, SEE S-001 FOR TYPICAL DETAIL. PLAN 215 HALLOCK ROAD, SUITE 1 B 0 STONY BROOK, NEW YORK 11790 SHEET: L x ING TEL 1 (631) 686 - 5234 ENGINEER S- 100 0 1— --- EML I TMIRABILE@TDMENGINEERS.Com A OF x :q � o EXTERIOR SHEATHING SEE ARCH. SEE ARCH. FOR WALL & FLOOR DETAILS T.O. FIRST FLOOR EL.= 0'-0" #5 BARS ® 12" O.C. �'' o � EACH WAY EACH FACE T.O. FOUNDATION WALL W o W o SZ EL.= SEE ARCH. 1" PRE-MOLDED FILLER �'- FLOOR JOIST SEE ARCH. FOR DETAILS i NEW 4" SLAB ON GRADE 1'-O" _ 5 BARS ® 12" O.C. ~� (3) #6 BARS i DOWELS TO MATCH WALL REINFORCING EACH WAY EACH FACE I T. & B. $ o - - T.O. SLAB 0 W DOWELS TO MATCH 1" PRE-MOLDED FILLER - - - 3 STIRRUPS x EL.= -9'-0" —XIX--X=x�—x —x=--X -X—X= a PIER REINFORCING I n ap `ti b-0 e NEW 4" SLAB ON GRADE 8 O.C. _ 1'-6"x1'-6" CONC. PIER t GB-2 o o �_ " I III III-III III- II _�_ W/4#6 VERT BARS & 6 CRUSHED STONE �'!«Ilhll �llaJl rill_Ll _"'I!!-! 1 !� DOWELS TO MATCH WALL REINFORCING #3 STIRRUPS @ 12" O.C. 1'-6" 5#6 CONT. E o T.O. SLAB Ar SECTION A- A EL.= -9'-0"- x—x—x=X_x COMPACTED TOP o SUBGRADE 3 STIRRUP AT 10" O.C. oo �t SCALE: 1 2 =1 -0 I # 4#6 CONT. n n cD �. - � :_� � -� -- - - - � BOTTO B.O. GRADE B [� 6 CRUSHED STONE - I__:� __ _�'�I=1 _��li_.- _. EA N - - f n - -- 3#6 CONT. L' - illll, I!II' = EL.= -13 -0 TOP B.O. PILE CAP TT COMPACTED " -II CONT. PILE CAP UNDISTURBED GROUND M o n EL.= -13 -0 j BELOW PILE CAPS GRADE SUBGRADE I #3 STIRRUP AT 10 O.C. - ; - I -_ / BEAMS NP. N 4#6 CONT. 2'-6"x2'-6"x2'-0" PILE #5 BARS EACH WAY I ( ) -BOTTO B.0_GRADE BEAM .. CAP (TYP.) �6) TYP.) I__ EL. 13 0 HELICAL SCREW ANCHOR II iI - UNDISTURBED GROUND HELICAL SCREW ANCHOR SEE SCHEDULE (TYP.) THIS DRAWING, BELOWPILE CAPS GRADE SEE SCHEDULE TYP. PREPARED FOR T U DISTURBED GROUND (TYP.) „ O HE CONT. PILE CAP----Z N 2 -0 BELOW PILE CAPS/ GRADE BEAMS (TYP.) SPECIFIC PROJECT BEAMS (TYP.) 2' 6" INDICATED, IS AN HELICAL SCREW ANCHOR 3 S E C TION INSTRUMENT OF SEE SCHEDULE (TYP.) S-200 SCALE: 1/2*=V-016 SERVICE, AND THE PROPERTY OF THOMAS 2f 2 S ECTI O MURAWSKI S-200 SCALE: 1 2 =1 —0 ARCHITECT. 1 S E C TI O N INFRINGEMENT OR ANY USE OF THIS SCALE- lT2*=l 0-016 PROJECT IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT WRITTEN CONSENT OF THE SEE ARCH. FOR WALL ARCHITECT. & FLOOR DETAILS 1" PRE-MOLDED FILLER NEW 4" SLAB ON GRADE EXTERIOR SHEATHING REVISIONS SEE ARCH. DOWELS TO MATCH WALL REINFORCING #5 BARS @ 12" O.C. T.O. SLAB EACH WAY EACH FACE EL.= 0'-0" —X�x----x= It x x 1, _I--'' 3#6 CONT. 6 CRUSHED STONE I__I !_ i - J1�'i-1 __ p 0 3 STIRRUP AT 10" O.C. COMPACTED SUBGRADE I : 1 # NL 4 6 CONT. tD BOTTOM--_ B.O. GRADE BEAM ,. EL.= -3'-0" A . GROU CONT. PILE CAP """—UNDISTURBEDD N BELOW PILE CAPS/ GRADE 2 progress review 09-28-22 BEAMS (TYP.) 1 REVIEW WITH DOB HELICAL SCREW ANCHOR IREV DESCRIPTION SEE SCHEDULE (TYP.) 2'-0" FtED A C 4 SECTION 4�; _ N �� S-too SCALE: 2 =1 -0 ►- >, 02 9g3 y0� N E`N ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 1S ILLEGAL rn 3 0 0 anusas 0 Residence 0 1000 Summit Drive 2 Mattituck, NY 11952 U N ARCHITECTURAL PLANS 9 0 O O 7 Q m t DESIGNED BY: 0 tjm E E REVIEWED BY: C/' TM 0 0 DATE: �I March 17, 2022 I SCALE: PROJECT NO: JanuA 2 1-01 U o SHEET TITLE: IL CONSULTING ENGINEER, P.C. FOUNDATION SECTIONS a' 215 HALLOCK ROAD, SUITE 1 B g/ _jlL STONY BROOK, NEW YORK 11790 SHEET: W ENGINEERING TEL (631) 686 - 5234 S-200 EML I TMIRABILE@a TDMENGINEERS.COM V_ OF X M g