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HomeMy WebLinkAbout48989-Z t sw 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#: 48989Date: 3/6/2023 Permission is hereby granted to: Janusas,Andrew _�w ...................... 357...CarpenterwwAveww ._. w_.ww.._........_.___....._._�........�.w ._...... µ. µww.�..�.�.... ...�mmm_.w.w.���w_.._......m_._ww����_._.�ww_.__._........... ----- Sea""" www ...... _i' Sea CIifF,_N Y 11579 To: construct accessory pool house as applied for per SCHD approval. At premises located at: .1..000 Summit Mattituc..k..__.� ..............__w.w._.................._m...... _ www_.............. .w....w_.� .........ww.... ................. � . SCTM # 473889 Sec/Block/Lot# 106.-2-3 Pursuant to application dated 2/6/2023 and approved by the Building Inspector. To expire on __,,,,,,,3/5/2024. Fees: ACCESSORY $200.00 CO-ACCESSORY BUILDING $50.00 Total: . $250.00 4ding-Ifi-s'p"'ector ri 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 liii ).,i://\\,w\k,.sotttholdtowilily.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector. -k- Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 20, 2023 OWNER(S)OF PROPERTY: Name:Andrew and Kristine Janusas :�=M000-106-02-03 Project Address:1000 Summit Drive Mattituck, NY 11952 Phone#:(516) 376-3626 Email:Andrew@a1 rigging.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@a1 rigging.com DESIGN PROFESSIONAL INFORMATION: Name:Thomas Murawski RA Mailing Address:3555 Veterans Memorial Highway, Suite A Ronkonkoma, NY 11779 Phone#:(516) 818-2604 Emailaomm@holzmacher.com CONTRACTOR INFORMATION: Name:Andrew Janusas c/0 Al Specialized, Inc. Mailing Address:600 Third Ave, 2nd Floor Phone#:(718) 874-0091 Email:Andrew@alrigging.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew StructureA dition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Y ' $20,000 Will the lot be re-graded? WYes []No Will excess fill be removed from premises? *Yes ONO 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? ❑Yes ®No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print namejhomas Murawski RA NAuthorized Agent ❑Owner Signature of Applicant: Date: 01/20/2023 STATE OF NEW YORK) SS: COUNTY OF Andrew Janusas being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner/Contractor (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. Swor before me this day of 20if ANGELA JANUSAS Not Notary Public Notary Pu,41;c, State of New York No d8o65o[ Uvaon L 8v,ssaLpCounty PROPERTY OWNER AUTHORIZATION Commission �PIres Aug.Nug.31,� (Where the applicant is not the owner) AN u5 4 I, ,!'j ® residing at "" -VE �d7hZreby authorize /0/1, tv4 G to apply on my be o Town of Southold Building Department for approval as described herein. A;7 ner's Signature Date AZ Print Owner's Name 2 YO Workers' CERTIFICATE OF INSURANCE COVERAGESTATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW p........ _. _._. .p,_ y..... . _wwww PART 1.To be.comp feted b Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insureduse ( street address only) 1 b.Business Telephone Number of Insured Al SPECIALIZED INC. 600 THIRD AVENUE, 2ND FLOOR 7188740091 NEW YORK, NY 10016 Work Location of Insured(Only required ifcoverage 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 ( Being Listed as the certificate Holder) Townwn of Southoid - Building Department Standard Security Life Insurance Company of New York 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: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family ieave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as des d above. Date Signed 10/14/2022 _ By (Signature of insurance carrier's z�astk$00Z d feparesenta,9ve or NYS Licensed Insurance Agent of pflxat insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-D13UPOLICY SERVICES -1..._..� ...._......._.__..� IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 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. D13-120.1 (10-17) I I11111111111111111111111111 °111111111111111111°111 Additional 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"la"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 conMained 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 IFAMILY 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. D13-1 20.1 (10-17) Reverse Ar-Ar\**,IN, NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ft411rA A A A A A 271760479 ROBERT T KIRKWOOD INC 91 WASHINGTON AVE PLEASANTVILLE NY 10570 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER � m CERTIFICATE HOLDER W Al SPECIAL.;ZED, INC. TOWN OF SOUTHOLD-BLDG DEPT 600 THIRD AVENUE TOWN HALL ANNEX 2ND FLOOR 54375 MAIN ROAD/P.O. BOX 1179 NEW YORK IN 10016 SOUTHOLD NY 11971-0959 .PO LI2503�323B4 CERTI3195087 NUMBER 10//1312 227TO D10/13/2023 101D14/2022 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 WSURANCE 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 STATE SUP NCE FUND 4 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1049440783 U-26.3 yy DATE(MMIDDIYYYY) ARIw CERTIFICATE OF LIABILITY INSURANCE 10/14/2022 THIS CERTIFICATE ISI;SUED ASA MAT TER 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 b 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 � , „.�•• �• t` Peter Merritt �� NAME; ROBERT T.KIRKWOOD,INC PHONE (914)769-9070 (914)769-4706 Afd No 91 Washington Avenue BkD��'ftSc PMesritt@Kirkwoodinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# Pleasantville NY 10570 INSURERA: United Specialty Insurance Co 12537 INSURED _ INSURER B: Manufacturers Alliance Ins.Co. 36897 Al Specialized Inc. INSURER c 600 Third Avenue INSURER D 2nd Floor INSURER E: New York NY 10016 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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. ISP{ .­ '' P LI Y F OLILIMITS LTR TYPE OF INSURANCE 'INS1„NN POLICYNUMBER MM/OONYYY /D MMD/YYYY X COMMERCIAL GENERP.L LIABILITY EACH OCCURRENCE S 1,000,000 �^qry F�aass YAV=”. 1WWf,"d"""""_....,....M 100,000 ..A CLAIMS-MADE PO OCCUR PRWISES ao"urrarms, $ Contactual Liability MED EXP An one�e so µ 3 A DLJ-GL-00000022-02 10/10/2022 10/10/2023 PERSONAL&ADV INJURY $ 1,000,000 OENLAGGREGATE LIMITAPPL IES PER: '.GENERAL AGGREGATE $ 2,000,000 ECTPRo- ❑ PULICI X FRO- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY C^LWSINE,D SINGLE LI'M'IT s 1,000,000 Ea9StA arq. ANYAUTO BODILY I NJ U RY(Per person) $ B OWNED +i'i SCHEDULED 152101-10-37-62-1A 10/10/2022 10/10/2023 BODILY INJURY(Per accident) s AUTOS ONLYp AUTOS°^•� HIRED ' Tr NON-OWNED R PERTY DAMAGE s AUTOS ONLY ^" M O AUTOS ONLY Per accident _. $ UMBRELLA LIAB „ OCCUR EACH OCCURRENCE s 5,000,000 A >. EXCESS LIAB CLAIMS-MADE DLJ-EX-00000193-02 10/10/2022 10/10/2023 AGGREGATE $ 5,000,000 DED RETENTION S $ WORKERS COMPENSATION PER TH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE � E..L.EACH ACCIDENT s OFFICERIMEMBER EXCLUDED? t�. NIA See attached WIC .(Mandatory in NH) E.L.,DISEASE-EA EMPLOYEE- S If yes,describe under DESCRIPTION OF OPERATIONS below EL,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Proof of Insurance CERTIFICATE HOL' ER 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 54375 Main Road/P.O.Box 1179 AUTHORIZED REPRESENTATIVE ,,•'/(/ Southold NY 11971-0959 � �� / t O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD GLGVIP,I IVIY lw!z \TION WHEN INSTALLING LEACHING STRUCTURES,UNSUITABLE SOILS SHALL BE )N C-1) REMOVED AND REPLACED WITH SAND AND GRAVEL,ACCEPTABLE TO THE SEL DEPARTMENT,A THREE-FOOT COLLAR EXTENDING DOWN INTO MINIMUM SIX-FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL. IN THOSE AREAS WHERE THESE CRITERIA CANNOT BE MET,CONSULT THE DEPARTMENT. TYPICAL LEACHING POOL SCALE: N.T.S. NELLING r .. .................w........... .... ..."... Design GsrrtY .. .. . sslraral CerdfcatlonRerlurred. :SkjbrW P.f,of F4A C.erJf'ication For The Imtallafion and Construction of the Sewage Disposal Systern E Use Form WWM.07:3 )OL HOUSE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE AND Pool House DATE w.7»IIS µ,- H.S. RE No. R-22-0939 ry APPRdVED �t �� � ' TOTAL IIA IMI,IM BEDROOMS ' 6/0 _w _ P9 E THREE YEARS FROM DATE OF APPROVAL SCDHS STAM �._.. a 1 6/15/22 JRH REVISED PER SCDHS NOI #1 REVDATE CK _ DESCRIPTION —......___.�w ..,.,..._..._.w....._.._.......... REVISION5µ�._.._.�.�......� .._.._�_._....�.w�.._. ...w_ ._.....�.__-_ SANITARY PLAN 1000 SUMMIT DRIVE MATTITUCK, NY SCTM # 1000-106.00-02.00-003.000 JRHConsuiting Engineers,, DPC The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 PHONE: (631)234-2220 FAX (631) 234-2221 E-MAIL: info@holzmacher.com Sanitary Plan .............. DESIGNED BY �T. A\x75(;P I,E SURVEY OF LOT 85 IN BLOCK 8 MAP OF CAPTALIV MDD ESTATES SITUATE AT MATT7TUCK LNUT TO OF SO OLD' SUFFOLK COUNTY, NEW YORK FILED: 0111911949 MAP NO. 1672 S.C.T.M. No. 1000-106-02-03 LOT AREA = 24,322 S.P. ELEVATIONS PER NAV88 DATUM GUARANTEES OR CERTIFICATIONS ARE NOT ISMSIER"C UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS'ME t4t GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PIURTIUSE AND USE,THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,ROOTS,PATIOS PLANTING AREAS, AGo,VON TO BUILDINGS AND OTHER CONSTRUCTION.ME EXISTENCE OF RIGHT OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ME Nor GUARANTEED (Imurrk)"'E"ALTERATION OR ADDIFRIN To THIS SURVEY IS A WLAVON OF SEGUON?2D9 or THE NEW YORK STATE COUCAVYON LAW.COMES OF THIS SURVEY MAP NOT HEARING THE(AND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALO COPY ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS;FIELD ow.R.voNS AND/OR INFOROADO 09MNED FROM OTHERS. SINCE MOST'ME Nor WERILE THEM LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. .00 .40 .9 SET STK,11 10,3 p ­ vs- MON: Mab SET/` try .40 W W 64' SET to Cc— SET da CANT SET 'o. 14' EDGE d", CLEA N"7 —————————80--- kf) co E_ SET SET K, 0 Al TRU no" -'R S 840'00'" )f �S 82-00,00" r 100.00' LOT 92 LOT 91 SECCAFICO LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 pseccofico0optonline.net Pot C. Seccafico. 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 3 PROPOSED NEW POOL HOUSE AND POOL S r~ � o N R E DENCE U tia � tw/Q.I 1 000 Summit Dr, Mattituck, NY 1 1952 � N rrQ N L� KW � ti DRAWING INDEX GENERAL NOTES o � DIVISION 1-GENERAL REQUIREMENTS D.Bolts in Wood Framing: 0.Fire Stopping: 2. All windows shall have insulating glass,or single glass with p T-1 TITLE SHEET & 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. a.THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS be positively secured in 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, o °' N ASP-1 ARCHITECTURAL SITE PLAN AND STORM DRAINAGE DETAILS �,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 A-1 POOL I--i O U S E PLANS 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. 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 M 2020 RCNYS a sill height of 44"or less above the floor for egress purposes. h 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 5116" P.Alignment: Glazing in doors and fixed glazed panels immediately adjacent to 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-2-5/8"sq.x 5/16". doors or within 18"of the floor,which may be subject to frequent and p 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 0. 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. 2. On-site verification of all dimensions and conditions shall be the responsibility of bolt. 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. 3. Noted dimensions take precedence over scale. Never scale directly from Reinforced Concrete S'.ructures A.General 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 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. ordinances(as applicable). INDICATED IS AN 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 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 2/3 depth of members first interior parallel joist. 2.Gypsum wallboard shall not be installed until weather protection for INSTRUMENT OF 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 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'-0". MURAWSKI placed until all reinforcing has been installed by the contractor and 3.All edges and ends of gypsum wallboard shall occur on the framing 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 govern,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. REPRODUCTION OF construction means,methods,techniques,sequences or procedures,or for e.Lap top plates at comers and intersections. safety precautions and programs in connection with the work,and will not be C.Foundation: a.Members 9-1/4"and less in depth: glue and intemaif w/2 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 3'-0"below finished grade. Where required,step footings b.Members greater than 9-114"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 1"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 116 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 112" the ends at the member shall not exceed 114 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 installatiow 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 imechanical 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 113 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 30#a.s.f.underlayment. Install with 41/2"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 1 REVIEW WITH DOB contractor shall notify the Architect in writing of the discrepancy and special equivalent metal bracing of equal rigidity. Midspan bridging is not 3.Eave Flashing: See note B4,below. 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 sold 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 firestops at mid-point vertically of not less than no.26 U.S,gauge corrosion-resistant metal. BRED ARc 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 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 feast 4"behind wall covering. Cover all exposed ompanies. 0 N n:-A reinforced slabs. applicable Western Wood Products Association Standards K.Lintel Schedule: plywood at building corners with waterproof building paper. 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 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 N 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. e«�-0 2 x 10 1105 PSI A 8993 y0 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: F N 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:10psf. Decks: 40psf.Attics without 4'-1"to 5-0" 4 x 31/2 x 5116 or 2-2x8 the roof to overlay a point 24 inches inside the interior wall fine of the a..All equipment installed outdoor and exposed to weather ALTERATION 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 5/16 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 3 1/2 x 3/8 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 fess 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: Ad 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. 1000 Summit Drive g content not greater than 19%,air dried lumber is desired but not d.Wall switches to be 48"above floor. 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, fines 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 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 astandards and stamped"Ground Contact 0.40 lbs/cubic foot". 5.Nails shall be placed 318"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 1 1/2" or the building shall be designed as a partially enclosed building in DESIGNED BY: Y 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 DATE: simultaneously. B.Flitch Beams: M.Corner Bracing: Exception: March 17, 2022 Wood structural panels with a minimum thickness of 7116 inch DIVISION 3-CONCRETE g ( ) P ( ) CONSTRUCTION TYPE CLASSIFICATION SCALE: NOTE: 1.Flitch beams shall have aminimum fb=15000,E=11.4 with 112" 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 11.1mm and a maximum span of 8 feet 2438 mm shall be 1„_ , „ 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. 4 -1 -0 E COORDINATE WITH I�SHEETS ON MAIN W RESIDENCE FOR ALL NAILING AND 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 R PROJECT NO: o compressive siren th 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 STRAPPING INFORMATION AND DETAILS. p 9 tension),or w/structural grade thermo-ply. Table R302.2.1.2 or shall be designed to resist the components and B C.Joist Hangers: cladding loads determined in accordance with the provisions of the SHEET TITLE: � COORDINATE PILES ,AND FOUNDATION REFLECTIVE RED DETAILS WITH S DRAWINGS FILED FOR 2. Concrete work shall conform to all requirements of ACI-318 specifications for 2.Lap plates at all comers. Building Code of New York State. PANTONE#187 TITLE SHEET AND PERMIT FOR THE MAIN RESIDENCE structural concrete for buildings. 1.All purlins,joists anc beams not framed over supporting members shall be supported. N.Nailing: TRUSS TYPE CONSTRUCTION STRUCTURAL GENERAL NOTES y COMPONENTS 2.Joist hangers shall be prime quality steel which conforms to 1.A!I nailing shall comply with nailing schedules in WFCM,IBC, SHEET: a ASTM-A525,min.22 cauge. Products acceptable shall be Simpson, OCA and CABO(as applicable),latest edition and all state and local COORDINATE SIGN LOCATION WITH FIRE 1 MARSHAL 1 - •O_P o Kant-Sag,or equivalent. building codes,or maufacturer's recommendations. T N 1 OF 13 O N d ' � o U� b0 V •;1 Ile O bo O T6 107 06 107 A o�x 00 '00 T / M « 0M0109 S.o° 1 11109 9,791 xW / O N S,0'z � SET Q S�S'O •�� RETAINING WALL AND GUARD `�y L zij SET x STK. RAIL PER 312 OF THE 2020 tw STK. •00 RBCNYS W ?' Ox PROPOSED POOL HOUSE W x � � ----- � PROPOSED IN GROUND POOL PROPOSED ON GRADE PATIO N ---Z8 76 op \ 10 1 �� \\ 1 1 1 80 PROVIDE EXTENSION — —_ 70 , COLLARS AS REQUIRED SET I ; I 1 \ PROPOSED 2 STORY SINGLE NASSAU COUNTY THIS DRAWING --- �_ — 1`�'� FAMILY RESIDENCE STANDARD HEAVY DUTY CAST IRON STK. �\ 1 SOLID 24"MAX REINFORCED FLAT FRAME,RING AND COVER TO GRADE IF UNDER PREPARED FOR THE 6 TOP 12"THICK 1 I 78 PAVED AREA SPECIFIC PROJECT 1 -� a 1 I 2'MIN. 0 INDICATED IS AN 4"x12"OPENING 4"MAX. �� ti INSTRUMENT OF ti 66 1 1 p J • 74-WA! 1 SERVICE AND THE \ 1 SET o 317779 17��q 1 O X w Im O= Z PROPERTY OF THOMAS Q m a PIPING TO BE 10" ® ® ® ® ® ® OZ ® ® r-79 ZU RCP.MIN 2'-0" I MIJRAWS111 74/ O 9, 3 OF j BELOW GRADE. ® ® ® ® ®_ ® ® ARCHITECT. ` \ 1 z _g PROVIDE 1/8"PER N o z u w FT.(MIN.) ® ® ® ® ® ® ® INFRINGEMENT OR .` Z -Q w PROVIDE TIGHT `x�%�- a - PRE-CAST CONCRETE O o C)� \ \ 'b p S JOINTS 8"` ® ® ® ® ® ® ® FOOTING ANY USE OF THIS Z\o //// \1 -'� 72 �� PROJECT IS PROHIBITED. ANY Ir x° b z ELEVATION SECTION ALTERATION, OR \ y - - f° 1 1 �'ZV `� ti " REPRODUCTION �� LINE OF GROUND WATER THI DOCUMENTOIS •14 23'40" _ O 6 \ \ 66� ( ALSO PROHIBITED m D �g (PENETRATION) � SET,CA COLLAR MATERIAL RETEABLESOIL WITHOUT WRITTEN sSS o�' - �� - 4 CONSENT OF THE x _��� 62 /�z9 \ ,\ - \ PROPOSED TERRACE \� �.� -- UNDERLYING SAND AND GRAVEL STRATA ARCHITECT. (Z,—60 9 _ \ 3'-0" COORDINATE WITH CALCULATIONS FOR RING DIAMETER T-0" 51 MIN�� 8' \ SD-3 x 60� _J NOTES: MIN. MIN. Q -V 2. 1.COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH 58 Y 2.THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND&GRAVEL REVISIONS 3q FILTER MATERIAL CONTAINING LESS THAN FIFTEEN(15)PERCENT FINE SAND. 1- i p \j SILT&CLAY(SILT &CLAY FRACTIONS ARE NOT TO EXCEED(5)PERCENT � THIS DRAWING IS FOR SITE PLAN INFORMATION ONLY. THE USE OF THIS DRAWING IS FOR 1-3 / 56 � � SD-2 STORM DRAINAGE FOR A SINGLE FAMILY DWELLING. ------ ------ ----- --- '_-- -- �� X54 [DRYWELL CALCULATION S O�x // �'' X\ \ 1\ -��`__—— /_ - _� -- p, X Q i SET AREA 1=5,226 Sq.ff - AREA SQUARE FOOTAGE '� - C TSTK. DRYWELL AREA =5,226 Sq.ft.OF COVERAGE MAIN RESIDENCE: 3,536 SF �// \ \\ 5,226 Sq.ft Ft.x.17'(2"RAINFALL)=888.5 CU.FT.(6,647.2 GALLONS) POOL HOUSE: 370 SF DRYWELL AREA=888.5 CU.FT.REQUIRED DECKS: 760 SF S D-1 x PAVERS 560 SF Y./ 1 \ _ ( SD-1 (2)8'-0"DIAMETER X 3'-6"HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210 GALLONS) TOTAL 5,226 SF 7�1' SD-2 (2)8'-0"DIAMETER X 3'-6"HIGH RING = 295.4 Cu.Ft.CAPACITY(2,210 GALLONS) \ N y / SD-3 (2)8'-(Y'DIAMETER X 4'-0"HIGH RING = 337.6 Cu.Ft.CAPACITY(2,526 GALLONS) /STK �( \ \ \ / X05 TOTAL CAPACITY=927.6 CU.FT.6,946 GALLONS>888.5 CU.FT.REQUIRED \ \ ____\_ __ �/ / - 48 \ \\ �� -�'` / 50 4 bldg dept.comments 01-20-2023 ALL TPRE-CAST STRUCTURES TO MEET THE REQUIREMENTS OF SUFFOLK COUNTY DEPARTMENT 3 file for permit 11-01-2022 OF PUBLIC WORKS STANDARDS. - 46 �\ \ �` �"—'— '�� 44x \� 2 progress review 09-28-22 � / 1 REVIEW WITH DOB ''� I \ \ `\ // •d•R REV DESCRIPTION \ \ — 48 --- 0 60 9-1 avail\ _ �4 �9 I93VAR y `x \`\ sTK. �0 6 0 y��l��n�ot..j yo c yak LP ` -4 L" d flIx8993 0 y d3 lJ'U °g 6E 14 III ALT LICENSED N OF THIS SED PROFESIIONAL BNT EXCEPT Y A IS MILEGAL v � `�Jy 9 8 6E I 0 anusas ZONE: A N PROPOSED SETBACK TO WORK PROPOSED: Residence FRONT YARD: 88.0' < 40' MIN. REAR YARD: 67.08' < 50' MIN 1000 Summit Drive SIDE YARD: 15.33' < 15MIN Mattituck NY 11952 AGGR.SIDE YARD: 39.13' < 35' MIN HEIGHT: 32.08' < 35' MAX 0 FIRST FLOOR 2,884 SQ. FT. ARCHITECTURAL PLANS o 2nd FLOOR MEZZANINE 545 SQ. FT. r U a FRONT TERRACE1,000 SQ. FT. DESIGNED BY: Y POOL HOUSE 246 SQ. FT. tjm REVIEWED BY: POOL 360 SQ. FT. TM DATE: TOTAL BUILDING AREA 4,490 SQ. FT. March 17, 2022 E LOT AREA 24,322 SQ. FT. scALE: It — 'E 1 —20 E (' %OF LOT OCCUPIED 18.46%<20%MAX PROJECT NO: JanuA 21-01 0 SHEET TITLE: ARCHITECTURAL SITE N a PLAN STORM DRAIN. MAN. DETAILS v SHEET: m o U ASP 1 .0 P a N 1 ARCHITECTURAL SITE PLAN 2 STORM DRAINAGE MANAGMENT DETAILS x OF 13 i SCALE : I"=20' SCALE: NTS a PROVIDE 2' PLYWOOD - A-1.0 P A-1,0 P SHEATHING AT A-1.0-P TOP AND s BOTTOM OF SOFFITS PROVIDE HOLD PROVIDE HOLD DOWN DOWN P4 o CONNECTORS. 12'-4" CONNECTORS. • r) o s 6" 5'-8" 5'-8' 6" COORDINATE WITH 6' 2" 6' COORDINATE WITH «. a� W iz� SHEET N-2 SHEET N-2 � W :o ;o 3) 1 4"X 9 4'M .L. F ...._.._....... �++� U cu O O r 3) 14"X94'M.L. '-� 'to GB1 BOT.OF BEAM-3'-0" I I ° I I ��.•��tt W ( 1,2" 10'-4" 12" 4"V.T. . 11'-3" � �... ROOF POWDER ROOM12"IL ` 10 IIE-MM% I 11/2' o l a I Unexcavat d l I outdoo utdo 11/21' d shower v LAV. N 1 1 Pool House M o y M ° I 4"POURED CONCRETE I I ! � W C. � N_ SLAB WITH 6X6 o W.W. d I w I n to o ON 6 MIL VAPOR BARRI R Q Ist. FLOOR e ON MINIMUM 6"95770 U Lv `O I I� I M I I �° °_' I I '� COMPACTED RCA. I I °' `--Q. o I 2' 3' "> O 0 Q Q IY LU w 1 ° C.O. M CV m m _ 2 I� o f I I I I x@ c.oJ 1 O l O 1 N Im — — — — — — ( I ___ __ _____ RUN INTO MAIN RESIDENCE AND TO NEW APPROVED SANITARY SYSTEM �. THIS DRAWING, 4'-10" 6'-0" to o I I I ( I I e I PREPARED FOR THE 1/2 Bah SPECIFIC PROJECT I !, PLUMBING RISER DIAGRAM - ` INDICATED, IS AN !III o wCl SCALE_ N_T_S_ GBl (BOT.OF BEAM=3--0- I ( —I I 'I'I F I �1 lay. INSTRUMENT OF ERVICE AND THE 10 N _._:.. PROPERTY OF THOMAS ARCHITECT. - - PROVIDE HOLD - PROVIDE HOLD INFRINGEMENT OR A-1.0-P A-1.0-P DOWN A-1,0-P DOWN ANY USE OF THIS CONNECTORS. CONNECTORS. COORDINATE WITH COORDINATE WITH L � � � 1V PROJECT IS 6" 5'-8" 5'-8" 6" 12'-4" SHEET N-21 1, — SHEET N-2 PROHIBITED. ANY 3'-0" 4'-2" 5-3" 2"x WOOD STUDS @ 16"O.C. (COORDINATE FINISHES W/SECTIONS) AND FLOOR ALTERATION, OR -`- '-`'-'-'- —= PLANS REPRODUCTION OF PROVIDE 2'PLYWOOD 12'-4" ----- --- - - SHEATHING AT TOP THIS DOCUMENT IS AND BOTTOM OF _ _ _ _ _ _ 12"THICK POURED CONCRETE FOUNDATION WALL WITH #4 REINFORCING BARS ALSO PROHIBITED PILE PLAN FOUNDATION PLAN SOFFITS F I R S T FLOOR PLAN , , •. VERTICAL @ 32"O.C.TIED TO #4 REINFORCING BARS INTO 24"WIDE x 12"DEEP WITHOUT WRITTEN -� CONTINUOUS POURED CONCRETE FOOTING WITH CONTINUOUS 2'W"KEYWAY SCALE: 1 /4" = 1 '—O" SCALE: 114" = 1 '—O" SCALE: 1 /4" = 1 '—O" — AND (2) CONTINUOUS #4 REINFORCING BARS IN FOOTING (3"COVER MIN.) CONSENT OF THE ARCHITECT. MINIMUM 75 CFM EXHAUST FAN VENTED TO EXTERIOR. R303.3 REVISIONS 1 POOL HOUSE PLANS, PLUMBING RISER DIAGRAM AND LEGEND SCALE: AS NOTED 12 2.05 VENTED SOFFIT TYPICAL ROOF CONSTRUCTION 4 bldg dept.comments 01-20-2023 ARCHITECTURAL ROOF ! ! ! I ! ! 3 file for permit 11-01-2022 _._.._.___..____...-.__- SHINGLE. COLOR TO E B I oo SELECTED BY OWNER 2 progress review 09-28-22 TYPICAL WALL CONSTRUCTION FULL ICE AND WATER SHIELD 1/2"PLYWOOD SHEATHING 1 REVIEW WITH DOB SIDING TO BE SELECTED BY 0 i OWNER. ROOF RAFTERS, COORDINATE REV DESCRIPTION BLUE SKIN BUILDING WRAP UNDER O I © WITH FLOOR PLANS FOR I ; SPACING AND SIZING 1/2"PLYWOOD SHEATHING 2"X 6"WALL STUDS AT 16"O.C. i I 5/8"GYPSUM WALL BOARD. I I ! ��RED ARC I ! ! 22"X6" PROVIDE!' PLYWOOD �� g J MIJ I j SHEATHING. COORDINATE WITH I ! ( FLOOR PLANS 2-2"X4" ►- .�o _ z 2-216" * �. DOORS AND WINDOWS. TYPICAL WALL CONSTRUCTION �'� 08` 93 COORDINATE WITH WINDOW SIDING TO BE SELECTED BY T y — SCHEDULE OWNER. F NE`N i� BLUE SKIN BUILDING WRAP UNDER RATIONOF HIS OCUMENT EXCEPT 3 E L E.V AT I O N ELEVATION 1/2 Bath Pool House 1/2"PLYWOOD SHEATHING ALT LIICENSEDPROFESSIIONAL S ILLEGAL 2" SCALE: 1 /4" = 1 '—O" SCALE: 1 /4" = 1 '—O" 2"X 6"WALL STUDS AT 16"O.C. 12 FOOTING AND FOUNDATION 5/8"GYPSUM WALL BOARD. 2.05 COORDINATE WITH __............ .....__..__.........—..-__-.-:::::.-... ANCHOR BOLTS. COORDINATE Janusas PILE/FOUNDATION PLAN ____..._._..:.___ _____.._.�._ .... ................... .... . -_s_ -=____-r==. ._y _ n_ WITH N-DRAWINGS -............__._....._.._.._. __.... ...................... ......................_.--......_.-..- ........ ......- 1• P P _._............ .. ..._._............. _..._........ - - - PROVIDE ALL NECESSARY SILL - 2-2.. 6„ 2-2"X4" 2- "X6' I VENTED SOFFIT ................ ..... ..______.._..._ ..._ - -- - - ::._.-;::., SEALER AND TERMITE SHIELD (TYP) ! ; Summit Drive -- � 1000 - - Mattituck NY 11952 ;Tai: 4" POURED CONCRETE ; `i1E}j.i_`r[i ; i.' FOOTING AND FOUNDATION to COORDINATE WITH SLAB WITH 6X6—W.W.M. 4 10 PILE/FOUNDATION PLAN ON 6 MIL VAPOR BARRIER ARCHITECTURAL PLANS I {..[i ON MINIMUM 6"95% r { o i !I I T ! I ' ''? r" i i ! COMPACTED RCA. ! I TYPICAL WALL CONSTRUCTION ! c SIDING TO BE SELECTED BY O I O ! BUILDING SECTION DESIUNED BY: © OWNER. BLUE SKIN BUILDING WRAP UNDER j SCALE: 1 /4" = 1 I i tm P 1/2"PLYWOOD SHEATHING ! ! REVIEwEDBY: I I — 2"X 6"WALL STUDS AT 16"O.C. ; I TM DATE: 5/8"GYPSUM WALL BOARD. ' I � � I I March 17 2022 ' i E ! I SCALE: l tr = 1 r-On EIF I I a PROJECT NO: o z JanuA 21-01 SHEET TITLE: o M DOORS AND WINDOWS. °� POOL HOUSE PLANS a COORDINATE WITH WINDOW ' I�r !! 'f +� ELEVATIONS AND SCHEDULE , ELE=VATION FOOTING AND FOUNDATION E L E V AT 1 O N x . MAR 0 5 202:1 _ _ ! SHEET: SECTION COORDINATE WITH "-I !._ o SCALE: 1 /4" = 1 '-O" PILE/FOUNDATION PLAN SCALE: 1 /4" = 1 '-O" E��BL�srrw:tZt=fix U • N 2 POOL HOUSE ELEVATIONS AND BUILDING SECTION x OF 13 SCALE :AS NOTED ci