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HomeMy WebLinkAbout50746-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE r V SOUTHOLD, NY x b 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 #: 50746 Date: 5/28/2024 Permission is hereby granted to: Weinberg, Shlomo 20 Orchard Farm Rd Port Washington, NY 11050 To: construct a swimming pool addition inclusive of an outdoor shower to an existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: 1425 Meadow Beach Ln Mattituck SCTM #473889 Sec/Block/Lot# 116.-7-6 Pursuant to application dated 4/9/2024 and approved by the Building Inspector. To expire on 11127/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $636.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO-ADDITION TO DWELLING $100.00 Total: $1,036.00 Buil ing Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 a *° Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutligidtownn gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Y �I u � PERMIT NO. Building Inspector: , NR--V- i'� ' Applications and forms must be filled out in their entirety. Incomplete mm applications will not be accepted. Where the Applicant is not the owner,an y Owner's Authorization form(Page 2)shall be completed. Date: April 5, 2024 OWNER(S)OF PROPERTY: Name: Kenneth Madsen & Michelle Harmon Madsen SCTM # 1000-116-7-6 Project Address: 1425 Meadow Beach Lane, Mattituck, NY 11952 Phone#: 646-235-1686 Email:k.madsen@verizon.net Mailing Address: 1425 Meadow Beach Lane, Mattituck, NY 11952 CONTACT PERSON: Name: Robert E. Herrmann, En-Consultants Mailing Address: 1319 North Sea Road, Southampton, NY 11968 Phone#: 631-283-6360 Email:rerrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name: Sherman Engineering & Consulting P.A. Mailing Address: 14 Nelmar Avenue, St. Augustine, FL 32084 Phone#: 631-831-3872 Email:Matt@shermanec.com CONTRACTOR INFORMATION: Name: Binder Pools Inc. Mailing Address: PO Box 1960, Shelter Island, NY 11964 Phone#: 631-749-2110 Email:Katy@binderpools.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: F±1Other Deck,swimming pool,outdoor shower $202,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? iiYes ONO 1 PROPERTY INFORMATION Existing use of property: ResidentLal, One—family Intended use of property: No change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A—C this property? ❑Yes RTNo IF YES, PROVIDE A COPY. ❑ Check Box AfterReading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By 4(!prina : Robert E. Herrmann QAuthorlized Agent ❑Owner Signature of Applicant: late. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert E. Herrmann being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me thi tray of I 20 7 ,.e.._r-�'Notary PubWe " KIM H. STEPHENS Notate Public-State of New York 1)�[WPEKTY OWNER AUT1101117A 1 1014 No.OIST5015931 (Where the applicant is not the owner) My CommissionQuatlfiedIn uffolk county resAugust02,20 LZ Kenneth Madsen& Michelle Harmon Madsen residing at 1425 Meadow Beach Ln Mattituck, NY 11952_ do hereby authorize En-Consultants to apply on my behalf to the Town of Sout o Department for approval as described herein. X O is Signature D Kenneth Madsen Print Owner's Name Mic htarlTion-Madsen 2 so Town Hall Annex Glenn Goldsmith,President � 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 cou � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 17, 2023 Kenneth Madsen Michelle Harmon-Madsen 1425 Meadow Beach Lane Mattituck, NY 11952 RE: 1426 MEADOW BEACH LANE, MATTITUCK SCTM# 1000-116-7-6 Dear Mr. and Mrs. Madsen: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, November 15, 2023: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#10359 from Shlomo &Alice Weinberg to Kenneth Madsen & Michelle Harmon-Madsen, as issued on April 19, 2023, and Amended on July 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, "44L," Glenn Goldsmith, President Board of Trustees GG/dd Glenn Goldsmith,President f SID Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski JL 4W �' Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ' • Fax(631) 765-6641 s BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 24, 2023 Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: SHLOMO &ALICE WEINBERG 1425 MEADOW BEACH LANE, MATTITUCK SCTM#: 1000-116-7-6 Dear Mr. Anderson: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, July 19, 2023: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10359 to reduce the 15' wide non-turf vegetated buffer which runs along the landward edge of the 50 wide non-disturbance area, to a 12' wide non-turf vegetated buffer to allow for the encroachment of the deck; and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated June 6, 2023, and stamped approved on July 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, A Nicholas Krupski, Vice- resident Board of Trustees AN K/dd � a LU WY a � �Wy W boo o> m NNW 0,0 s�hIy + �, �e tEEa w�wr.xv F ti g S mN"YA"E .. 1w W �"v'x"" "`"" N Mal$ a N >m 90 ' a Z V� $� F K k i Q 7 U m N N N `�o 4444 4 w whHUR ?go F o aq o 4 40= N N N N N g .�.._, 00 on 0 W 2 w w mm LL YY r v u dx - u_r __• 6 r a p z cQi P : W m N Zj2 pq r'N wi OU Z W f NNu W WW O F ZC� 8 4 Z� A pyQ a o� � LLI� 0 S? Fn m. N 0 w ® D ~ !I m p ar o O®O w 1r, LL � Q W �I N 4+.49 qN Vi O o LL Z N s ob LLJ � a Z °�$ o d BOARD OF SOUT14OLD TOWN TRUSTEES y° SOUTHOLD,NEW YORK s PERMIT NO. 10359 DATE: APRIL 1" 2023 a � .m ISSUED TO: SIILOMO& ALICE W EINBERO PROPERTY ADDRESS: 1425 MEADOW BEACH LANE MATTITUCK SCTM# 1000-116-7-6 •, AUTHORIZATION pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in held on 2_.dl. 3„ and in accordance with the Resolution of the Board of trustees adopted at the meetingt`�l 1 consideration of application fee in the sum of 250.0 paid by Shlorno � /.lice �e`nbe� and subject to the Terms and Conditions as stated in the Resolution, the Southold Town board of Trustees authorizes and permits the following: a°. Wetland Permit to expand the existing deck(732sq.ft.)by 1,151sq.ft.(1,883sq.ft.total)';install a 4'x6' staircase with locking gate and 41x4' platform along the southerly side of the proposed around the perimeter of the proposed deck to serve as a code compliant .. deck; install a railing p is p pool barrier;within the proposed deck install a 12' 8' spa and 12100'swimming pool; install an 8' diameter by 4' deep drywell for pool backwash; and install a 4'x8' pool equipment area; with the condition to establish and perpetually maintain a 50'wide non-disturbance area , landward of the tidal wetland boundary with an additional 15'wide non-turf vegetated buffer Landward of that; with a 4' wide access path going through the buffers to access the dock; and that no trees are to be removed during construction; and as depicted on the survey prepared by Kenneth M.Woychuk Land Surveying,PLLC,last dated April 26,2023,and stamped approved on May 3,2023. h IN,WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. ` fF0 o S A ETH PEEPLES-A t� ti i'�" '.�SY}�t",' iw a ,a, 5 . ., T4 R'k di'4�kN.d�"� Wka'" at�aVa �" " dCaS'�w• .: a.� ...,,� . ,� r y A fn- x« Eli w a ONo ju s > N a �oi x O� o 08 1 -Q- Q� Z ;Pig .....a.aa� . a 17 i „i aia"4 w I""91g7s 'y r ` tl�tr,N/daa'.YrU'.WreX9J 0.1k1'�'1A,6PoM1 1Y �ppp °'A Y&dY a S O1 H F ryi w cr. o z Y �o In rn in .ty�yf Z} 3 rl EGA F O K . O N O tip, k -. GG11 w m uj ---------------- 00 W p 2 S �' ui rvti 4f vN N ui N ui 2 C OD I'M N ° b Z 00@ NEW YORK STATE T T OF ENVIRONMENTALCONSERVATION Division of Environmental Permits,Region 1 SUNY(P Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov March 15, 2024 Ken Madsen 1425 Meadow Beach Ln Mattituck, NY 11952 RE: Permit No. 1-4738-01617/00005 Facility: 1425 Meadow Beach Ln, Mattituck SCTM# 1000-116-7-6 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Victoria Reed Environmental Analyst Cc: En-Consultants., BMHP, File ) a"'W Dc.pitnientoff YORK Envirortuz^rt,iotaM M Conservation a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01617 PERMIT Under the .0 Environmental Conservation Law (EL) ............. ............ ... ..... Permittee and Facility Information Permit Issued To: Facility: KEN MADSEN MADSEN PROPERTY 1425 Meadow Beach Ln 1425 MEADOW BEACH LNISCTM # 1000-116- 7-6 Mattituck,NY 11952 MATTITUCK,NY 11952 (646) 235-1686 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 710.013 NYTM-N: 4540.755 Latitude: 40'59'27.4" Longitude: 72'30'11.9" Project Location: 1425 Meadow Ln, Mattituck SCTM# 1000-116-7-6 Waterbody: Mud Creek Authorized Activity: Construct a swimming pool and surrounding deck. All work must be done according to the plans prepared by Kenneth M. Woychuk, last revised 3/14/2024 and stamped NYSDEC approved on 3/15/2024. (VAR) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-01617/00005 New Permit Effective Date: 3/15./2024 Expiration Date: 3/14/2029 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARY A MACKINNON, DEPUTY REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: ✓ Date: 0 Page 1 of 6 Am NEW YORK STATE i➢E PAE T E T F ENVIRONMENTAL CONSERVATION RVAT I 1<ac°ility DEC 1 -473 - 1617 m..... .. ,...em . .. _ .. ............ Distribution . ....._ .�._.._ .. �... _.. ...M . . List EN-CONSULTANTS Bureau of Marine Habitat Protection File Victoria Reed ......_..._ .e.._ ........ ... ....... ...m., .�.. Permit Componen. .�,....,. . �.. . �. ....____ .... is NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS Apply to the Following .. PP Y °g Permits: TIDAL WE 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk, last revised 3/14/2024 and stamped NYSDEC approved on 3/15/2024. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 W VORK S'rA"1'1; DEPARTMENT OF ENVIRONMENTAL CONSERVATION RVAT'ION Facility DEC ID 1-4738- 16 7 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit, modification, amendment). 11. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary, as per NYSDEC approved plans dated 3/15/2024. 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. Page 3 of 6 is NEW VORK STATE DEPARTMENT OFF ENVIRONMENTAL CONSERVA`rION Facility DEC ID 1-4738-01617 15. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of•SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 Attn: Compliance 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the rill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if; upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 0, State May Require Site Restoration II`tipon the expiration or revocation of this permit, the project hereby aLtdiorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Dep�artnient of, l'Invironmental Conservation may lawfully require, remove all or any portion of the uncompleted stnicturc or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 9a NEM FORK STATE I)EIARI'Mi;N'I'OF' l�NVIIZONMENI'Al,CONSERVATION VOW Pacifity DFC 11) 1-4738-01617 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. ...... ...... GENERAL CONDITIONS Apply to ALL Authorized Pe r mi ts: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SLTNY @ Stony BrookJ50 Circle Rd Stony Brook, NY1 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; Page 5 of 6 Am NEW YORK STATE DEPARTMENT OF: ENVIRONMENTAL CONSERVATiON IMW Facility DEC 11) 1-4738-01617 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS . .... ..... w. .��- .. m�. ...........�_�. .. �.a......._. ... mm.......__ ..... ... , _ .......... . Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnity and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name DARRIN C BINDER Business Name This certifies that the BINDER POOLS INC bearer is duly licensed License Number H-37179 by the County of suffolk Issued: 04/12/2005 Rnsa.Lie,Drargar Expires: 04/01/2025 Commissioner a STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE I a. Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-749-2110 Binder Pools,Inc. lc.NYS Unemployment Insurance Employer Registration PO Box 1960 Number of Insured Shelter Island,NY 11964 1 d.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically 11-3368250 limited to certain locations in New York State, i.e. a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Liberty Mutual Insurance Town of Southold 54375 Main Road 3b.Policy Number of entity listed in box"la": PO Box 1179 XWW60950488 Southold,NY 11971 3c. Policy effective period: 10/01/2023— 10/01/2024 3d. The Proprietor,Partners or Executive Officers are: included. (Only check box if all partners/officers included) (X)all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T' insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled 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 the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Certificate is valid far 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. Please Note:Upon the cancellation of the workers'compensation 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 Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. 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 the coverage as depicted on this form. Approved by: _James Amaden (Print name of authorized representative or licensed agent of insurance carrier) 09/22/2023 Approved by: /"1-- (Signature) (Date) Title: AGENCY PRINCIPAL Telephone Number of authorized representative or licensed agent of insurance carrier: 631-324-0041 Please Note: Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb/stqtc,1iy,u Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. 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 a hazardous employment defined by this chapter, and notwithstanding 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 compensation for all employees has been secured as provided by this chapter. 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 compensation to any such employee if so employed. 2. 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 a hazardous employment defined by this chapter,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 compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse YoaK Workers' CERTIFICATE OF INSURANCE COVERAGE s�ATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured BINDER POOLS INC 631-749-2110 PO BOX 1960 SHELTER ISLAND, NY 11964 1 c. Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 113368250 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold PO Box 1179 3b. Policy Number of Entity Listed in Box"l a" Southold, NY 11971 DBL397420 3c.Policy effective period 01/01/2024 to 12/31/2024 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave 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 ceftify 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 described above. Date Signed 3/12/2024 By 4dw 4f .(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer 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 emailed to PAU@wcb.ny.gov or it can 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 sox 4B,4C or 5B have 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(Article 9 of the Workers' Compensation Law)with respect to all of their 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 (12-21) 111111111°°°1°°°°1°°1°°°111°°°°°1IIIIIII 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 NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)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 may 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 NYS 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 Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS 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. D13-120.1 (12-21) Reverse Client#: 23825 BINDERPO DATE(MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 1 09/22/2023 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. uMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the polil y(les)must have ADDITIONAL INSURED provisions or be endo rsed. 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 any rights to the certificate holder in lieu of such endorsement(s).. N . L.SChuerleln� „ ..... .,. CONTACAME PRODUCER Kimberly Almaden Gay Agencies, Inc. PHONE 32400 41 � 631324Almaden631 0671 c N Est 11 Gay Road E•MAta kschuerlein@amadengay.com ,e ADDRESS, y.com P. O. Box 5004 AODR ss ....... tnrs�u�Rs AFFORDINGe ........_.. w... .... mm COVERAGE NAIC# East Hampton, NY 11937 V --_ _. INSURER A: alley Forge INSURED ...- .. --- .....-,.(INSURER B.Continental Insurance Company. Binder Pools Inc -- ......,. � ....., d.. INSURER C:West American Insurance Company 44393 PO Box 1960 _. INSURER D:Ohio Security Insurance Company 24O$2 Shelter Island, NY 11964 INSURER,.,E..i...............................--- ---�.....,.. .. ....,.,......_ ..... .....n,.._.—..— ,,.,,,, ......_ 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 MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IhNR A067LSUBR RANCE POLICY POLICY EXP LIMITS LTR TYPE OF INSU ,,,)..SR. p POLICY NUMBER .(MM/DDIYYYY) (MMIDD/1'YYY) ., ,,.. A X� X X 5084911313 09/25/2023 09/25/202 EACH OCCURRENCE $1 r000,000 ' COMMERCIAL GENERAL LIABILITY TO ENE $100 000 CLAIMS-MADE � Ak G� X�OCCUR _RE W5. (F,�oaCWTO cc a — XI PD Ded:1,000 MED EXP(Any one person) S 1m5�000 ,.r PERSONAL 8 ADV INJURY $1,000 OOO� GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,,000,000 • ,DUCTS COMP/OPAGG $2,000,000 I PRO XI POLICY JECT LOC OTHER. _ $ AUTO X _BAS60950488 512912 D MOBILE LIABILITY 023 05/29/202 �Frmuitj IN :E "MP1 $1,000,000 I ...,._._ ,r person) ..$ AUTOS BODILY INJURY(Pe ANY AUTO BODILY INJURY(Per AUTOS ONLY X I P•r aocsdonPDAk+1G accident)`$ OWNED SCHEDULED �. J PRt PERTY' E HIRED NON-OWNED $ + 1 AUTOS ONLY AUTOS ONLY I --m••••• -- --- I +....._._ )_ ....m Xbrive Oth Car $ B �, UMBRELLALIAB X OCCUR .X_ X 5086496894 9/25/2023 09/25/202 EACHoccuRRENCE $1,000 OOO EXCESS LIAB CLAIMS-MADE; AGGREGATE.m yy. „$1.,00.0,,000 WORKDI ERS OM�RETENTION$10000 ENsanolu XW W60950488 10/01/2023 10/01/202 $ PER F)iH �' AND EMPLOYERS'LIABILITY STATUTE .. n., .� ANY PROP,RIt.'IORIPARTNER/EXECUTIVE Y/N E L EACH ACCIDENT $1 r000,000 OFHCER(Ma dato/MEMBER ryInNH) EXCLUDED? �/ NIA EL DISEASE POEMPLIOMITE'$1,000,000 •• If yes,describe under � $1 OOO DESCRIPTION OF OPERATIONS below r OOO I I I I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is an additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE fl ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S799501M79930 KLH �1O o j r .uu I I u s y%/// ii I��I r✓//�ii / o; % / mmw,Ili I' - j P5, �/ /ail/i;�/ �� 'iri 00 /, r ia�✓✓/�i/i%�/%�i / "�-, ���f � at l /hU% "» �� { ©� ,�� �� ;"„�,,,_/,,,, ;,,,fir Jil/r/rii ✓i...�i��i�1,/%�.�����l t i bo 'ram40, , C4,.CIO ii Sri 1 l�/�i✓/%li yr' /� l 1, /i f )� , %%r�Ni////f ��.. °° uuuuuu uuuuuu '0-0, I I� N , "NO/ f� r it//✓// / ' , n r DATE(MM/DDNYYY) C "R " CERTIFICATE OF LIABILITY INSURANCE 03/25/2024 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). CONTACT Manuel Merino-Romano PRODUCER NAME; . .....9 Roy H Reeve Agency,Inc. Pro Ext: (631)298 4700A631)298 3850 A/C,No PO Box 54 E-MAIL mmerino-rmano@royreeve.com ADDRESS: 13400 Main Road INSURERS)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Utica First Ins Co. 15326 ......... INSURED INSURER B:. DG Carpentry Long Island Inc INSURER C ...... 320 Flanders Rd 5 INSURER D; INSURER E: Riverhead NY 11901 INSURER F; COVERAGES CERTIFICATE NUMBER: CL2311619988 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.. - ADDE tie Pdu F PDLFCY E INS TYPE OF INSURANCE frtSO yygpD POLICY NUMBER MMPDD/YYYY MMlDD✓YYYY LIMITS X'I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE c, 1 000,000 Ta t 50,000 CLAIMS-MADE Fx_] OCCUR PREMISES Ea occuerence ,.,$ MED EXP ,hny one person) S 5,000 A ART3001014920 11/01/2023 11/01/2024 PERSDf1AL S ADV INJURY 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE ;S; 2,000,000 POLICY 0 JECT' ❑ LOC PRODUCT'S-COMPIOPAGG $ 2,000,000 ..... OTHER: AUTOMOBILE LIABILITY Ea aI inISpNV.aLL.V,IMI1 $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS --- •---—•— •---•- HIRED NON-OWNED PR P AWAAfa'E. $ AUTOS ONLY AUTOS ONLY Por accident $ ......_._ ............. ........ UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGRLGAN E $ ...........__. DED RETENTION$ - S - WORKERS COMPENSATION PDR OTIB- '... AND EMPLOYERS'LIABILITY 'TbVTUTE.. -_,_,,, ER ....... Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE O NIA EL EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE,EA.E,MPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT .a .. ........ ....... ........ ...... DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Ken Madsen ACCORDANCE WITH THE POLICY PROVISIONS. 1425 Meadow Beach Lane AUTHORIZED REPRESENTATIVE Mattituck NY 11952 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD E Workers' Certificate of Attestation of Exemption sr� Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit DG CARPENTRY LONG ISLAND INC From:Town of Southold Suffolk County New York 320 Flanders Rd Unit 5 Riverhead,NY 11901-3700 PHONE:631-346-8220 FEIN:XXXXX5383 The location of where work will be performed is 1425 Meadow Beach Lane,Mattituck,NY 11952. Estimated dates necessary to coat late work associated with the building permit are from March 31,20�4 to December 31,2024. The estimated dollar amount of prgject is $50,001 -$100,000 Workers'Compensation Exemption n Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation (each individual must hold an office and own at least one share of stock). Other than the two corporate officers/owners,there are no employees,day labor, leased employees,borrowed employees,part-time employees, other stockholders,unpaid volunteers(including family members)or subcontractors. Corporate Officers: Jose A Dubon Gonzalez President,Ariel R Dubon Gonzalez Vice President Disability and Paid Famil P Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership (including LLC,LLP,PLLP,RLLP, or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Jose A.Dubon Gonzalez,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true, that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers'compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Co c4isation Board to the government entity listed above. SIGN HERE Signature: ! Date: 044/02/24 Exemption Certificate Number Received 2024-023562 March 31 , 2024 NYS Workers' Compensation Board CE-200 01/2018 S.C.T.M. N0. DISTRICT: 1000 SECTION: 116 BLOCK: 7 LOT(S): 6 NOps NOMAFURE TREES TOBE REMOVED FROM WE /DURNW,°CONS'MUCWN LAND N/F OF LAND N/F OF KEVIN CANDE KEVIN CANDE FTRC7G'O."iE-f1 1507 S F.B)frOK IN PLACE OF E)LM:i FIYJG 737 S,P- DECK TO FYF Fdfi:::CI40VG'::D TDG'::'CK RAId_IIvNG N0 SERVE AS CG.DIvtIPLJAAB'I"POOL.ENCL OSURE FENCE J POOL WASTE WAFER R m.. I a ` 4 �L FP 8 R`Ok"G)uG:ND 1 °NGD I'UTGF P::.CEBATI;O I3P.dF'FI:R C Bdlduue, I 1 / ZONE ,x xxx 2M .73'7910. imc I1 X / � f .i.' . x 3 1 � A/ID: 11T x � � . w x�COISIIt x x �w� x � x I xxwxxx x /"« ✓ _ Ir,, �j 11 r�yy 1 ,Tv + 'L 90 xxxxx:wxwwxxacxwxx�x m�m 7 A ".� x'xx xxxxxxxxx xxxxxxxx xx xx xxxx xl NYSDECxwxw�r xxx xxxxxxx ,� //✓/� / G�/,y,p' ' �I , ej 'w�! '� °: `� '�' x x x x x x x x x M x x x '"r /' ,L.Q'^r ,/ " y x x xUD x x x x x x x x x x /p / " -�. '1 y '� x w x y�x x x x x xk'�x x x x /' LA '�✓ � x w�P„ x x x x x x x x x I �`'�^"4`"+.. "h !/" "A. "a 1 "x x x x x x x a x x x x x x w K APPROVED AS PER TERMS * �g x x x x x x x x x x x " ' A I' / ZONE A 41 a� x x d w x x ■ x x x x x 1m x x w w4 x x x x AND CONDITIONS OF " axxwxxxxxxwx SR,'srzrM I I I'1 / PERMIT# M ;°a l�X-m m om" "JUTE �„� �� � �' �". � � �1 11 �� x x x x x �• � � / PI "� I .`. 14, 9 . xxx xxxx �x GI IL W x ����� �� /' � 2 � x x x x / — ✓ LNG // 1 »11x x T p 0 I � MUD CREEK / w 4 . X x X X I a"M m 1 x 'x x x x x" (HALL'S CREEK) 00D r .II•`E xllxxxxxxxxxw \ BASED ON UPLAND AREA:41,939 S,F. I 1 1 ' 1 r�'', // 'r DIS'I;U� .. 1 k TOWN OFSOUTHOLD LOT COVERAGE / / N auvu aawwVw z L W a� �� �SIT� aorer�vlu x x x x x DWELLING W/COVERED PORCH: 2620 S.F. 1 1 I xx xxxxxwxxxx"�r � 1 „�"",y"+w / L ZONE„AE 6,� 1 Y xxx�wxxxxxx,xxxx w REAR DECK: 732 S.F. 1 1\ 71.1 & " N l ° .,/ _ Id " / / xx%wx * X* w TOTAL EXISTING COVERAGE 3552 S.F. or 8.5% W� 5 xwxpxwwxxx*xxxxxxxw DEMOLISH EXISTING REAR DECK —732 S.F. �\ 11 1 r LG w x`x a x x xxx x PROPOSED DECK: 1507 S.F. / 5 I x x x x x xxx xTA PROPOSED POOL: 468 S.F. \V I I // 87 / d, " "! x x x1 x x x x x x x X HRUZ DIRREVOCABLE i zoNE x ' / ^~V�SACVC I // .. a 1 xw%x x�x'xx xxxxxxx s / I N , I x x I dw r �. xw" x TOTAL PROPOSED COVERAGE: 4795 S.F. or 11.4% FAMILY TRUST I I / 6� r lx xxxxxxxxxxxx x � • �. / d f/ P I' "/✓'/ x 11 xx xxxxxxxxx x�x x x w 1x x K 9c xxlzxx x x x x x X xxxxxxx x x ,r NYSDEC LOT COVERAGE x x x x x m x x x x x x x x x x 6 „� x x xx x w x x x x x x x x �x x x x ' Y // N 8;+y PGi`50"4W �'/ / x. Vs x x A x x x x x x x w x x x x DWELLING W/COVERED PORCH: 2620 S.F. 1 ' �tG 2 1, k x x x x x x x x x x x x x x x x x x T p,. x » w x x x x x x xxx,xarxuswxxxxxx xx REAR DECK: 732 S.F. / }3 / 1 th )58,40' UPLAND PORTION OF CATWALK: 58 S.F. // R.JAM r OF G RAk1 NGI DkS d GBGfA,PJCP 1 CONC./STONE WALK: 266 S.F. ffd L BOUN SHOWER, BILCO & STOOP: 70 S.F. PDBYR6dGBJ BgdLPIMdT OF MOD IL " \11 Ir ,hu FFNCF WAVE ACTION BOUNDARY I I 50' Nd'RUSTU+ARfD rNGDrc:OF TOTAL EXISTING COVERAGE: 3946 S.F. or 9.4% � II � p LAND N/F OF "iEb'NdDNGJGSTdJRBANCT-k7UFFFR PTPIC7d' Sr DEMOLISH EXISTING REAR DECK: —732 S.F. II I SHARYN KOHEN 12'NON.TURF \ DEMOLISH SHOWER, BILCO & STOOP: —70 S.F. I Vk GE DATED WJFFER PROPOSED DECK: 1507 S.F. PROPOSED LANDING W/STEPS: 36 S.F. I/ \ PROPOSED POOL: 468 S.F. PROP. SHOWER ON DECK: N/A I N p TOTAL PROPOSED COVERAGE: 5155 S.F. or 12.3% 1 1 1 1 TYPICAL SILT �. FEMA MAP#36103CO482H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SrRFFN TION °j V / EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS --- o / AND OR DATA OBTAINED FROM 07HERS. GEOTEXTILE FABRIC SUPPORT POSTS i UPLAND AREA: 41,939 S.F. WOOD OR METAL o I ELEVAAON DATUM: NAVD85 A_qI AREA:49„799.52 SQ.FT, or 1.14 ACRES - FLOW DIRECTION 7 13 UNAUIIIORIZED ALTERATION OR AUDITION TO THIS SURVEY IS A Y108AT7CVW OF SECTION 7209 OF IIIE NEW YOAK STATE EDUGA.TION LAYN 00AIE°5 OF THIS SURVE'Y IXCAVATED AND , MAP NOT BEARING VIE LAND SURWVOR'S EMBOSSED SEAL SHALL NOT BE CONWDEREO TO BE A VALID TRL/E COPS: GUARANTEES INDICATED HEREON SHALL&W BACKFILLED TRENCH«----•- "^r LISTED HEREON, AND TO THE ASSIGNEE"$OF THE L Nor TRANSFERABLE, TLITIDN ^•^'EXISTING GROUND ,✓ NLRING IN'STI' 1 y r GOVERNMENTAL AGENCY AND LENDING INY ARE ONLY TO THE PERSCIN FOR WHD11 THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY GD r THE OFF. IS O DIMENSIONS SHpIIN1V EREOAP'FROM THE PROPTRr LIKES To ME 4 7UCIVALFS ARE FOR A SP,EC'IFC"PURPOSE"AND USE 1HE EFOR T 1W NOT INTENDED TO MONVMENT THE PROPEdRT7"LINE'S OR 70 GUIDE THE ERECTION OF FENCES, ADDITIONAL S ES OR AND OTHER IMPROVEMENT EASEMENTS AND OR SV850 PACE STRUO" `COWD OR UNRECORDED ARE N07 GL+ARANi�7 UNLE6S PH�ALLY EM ENT TH' E 71ME OF StefR'VEY 0— JIM — �"e�� / ay Mimi, n CERTIFIED TO E PREMIE AT TH l�mm���U. �DG,p� KENNETH MADSE'N; k11—GT Gd7 - SURVEY OF:LOT 24 0 MICHELLE HARMON-�MADS N; MEADOW MAP OF.-HARBOR VIEW , BEACHRLED:AUG. 21, 1987 No. 8377 = �PELITY N I CHASE LE IN NAA., ISAOA ANIMAL LANE I'pOEk.ITY NATIONAL TITLE INSURANCE ERIIICES LLD; REVISED 03-14-24 SITUATED AT.MATTITUCK REVISED 01-25-24 D A6 T 1V.4 KENN TH � W pl rowN oF:SOUTHOLD �' � 1M'�YYCI�LI 113 � 0 d.0 REVISED 01-17-24 ISED 01-13-24 SUFFOLK COUNTY, NEW YORK ;� y Professional band tlewe ug an Design P.O. Box 153 Aquebogue, New York 11931 UPDATE FENCE 09-22-23 PHONE (e31)898-1588 FAX (631) 298-1588 UPDATE 08-01-23 FILE Y 222-81 SCALE:1"=40' DATE: JULY 1, 2022 N.Y.S. Li c: NO 05DBB2 b" THICK REINFORCED CONCRETE ���-✓.� COVER; IF PLACED UNDER DRIVEWAY 24" DIAMETER INLET COVER TO BE TRAFFIC BEARING SLAB &RATE d FRAME; IF GRASS SHOULDER AREA OR PLACED UNDER DRIVEWAY DEFINED SURFACE COVER ORATE TO BE CAST IRON OU a Q Lu J cc SITE LAYOUT NOTES: // ('7 I - I. THIS 15 AN ARCHITECT'S SITE PLAN d IS ____ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °� SUBJECT TO VERIFICATION BY A LICENSED - Ln - �_ -III-III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � 'c 4 -I I=1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III- SURVEYOR. THE INFORMATION 6� _ REPRESENTED ON THIS SITE PLAN IS TO THE O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I-II = ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ARCHITECT'S BEST OF KNOWLEDGE. 1=III i l_I=III= ^ � :� (9 2. SURVEY INFORMATION WAS OBTAINED L' Z FROM A SURVEY DATED JUL-I, 1 2022 AND O PRECAsr CONG. PREPARED BY: '� N LEAGHIN6 RING. SEE ' � X N WATER CALCULATIONS ON KENNETH M. WOYGHUK ! y , " '' '' 0 0 0 a-+ SITE PLAN FOR REO'D LAND SURVEYING, PLLG "°•` m -+ 2'-O" DIAMETER AS 2'-O° EFFECTIVE DEPTH PO BOX 153 �,.�� p _`• �y Occ MIN. PER 5ITE PLAN MIN. AQUEBOGUE, N.Y. I I x �"! f,i ^� , Q Q f1 O TELEPHONE: (631) 2Q8 1588 a ,•��"'� R� aq GLEAN SAND d &RAVEL FILL 3t ; TYF I OAL SEOT I ON @ DRY NELL , 50ALE: 1/4 = I-O '"� W 14 � f/� � 1 '.,.s*wAt tx Iy�;Y � ••7'`• `'� `, S', k .e�, .:.e„m,.,r:,.u�,y - ,�, ,��,.,,•: .ry;,gE;'}��' "�� + ."4z.�{'�` / _ 1 _ � ,may.. •� °'� ,9 � `��'�'-`��' �� �'� �� i.+.1 L '�f'' �� � _ � ..�• 1�..��° +\t� f +- � ..f�� ,• ,t � *...,,, +.x. � ate ('� � rn _- �� - / - _ _ _ .', .b `f.a «1 ''9�y A .t _ ,!.' 8: �?..,»S.. 4•V.' R . , '° e s' b�O°. S ,n..�" ° t OOt� _- '/ - SUBJECT PROPERTY 1 "�,� t ......., f � • HYD. q•4• __ , \ p ''° � 1 '+J .. •ra..:e :, :}"'e9 - 'd ,', `.�~. ,s,, - .,: a.i ;- ''b*�.^, 4 , tl;�,r , `(1 M.H. _-_- �'/ 2 �, 1�r, -_ ', i°�! Eiaa1.. '� r ?`i • - t�'!5 `-''�,,4y , * "„ ", ` „r ` pl� �,g. O - AREA OF SEPTIC crl N OR,AVE DRIYEW,�Y \ . •� { �' ti.r .=J �� ----___ _ _ _ - ' - - GONG. WAL \ ` , ...,...-..�..:�r •�' •�°; ��`� •� .,, � -. "�' . PROP. SCREENED LOOAT I O I`1 MAP 1- S�7 3�11�-_ __ , - - - - - - - r � POOL EQUIP 50ALE: NTS GOVERE 1 0 �� �� ��� R SUpp PORCH PROP. b' DIA.x4'D E : F A O E K E Y 2- - - I� LY LIMB �j POOL DRY WELL 47.77' ELECT. \ METER AG MAN i MIN \ Ll' MI�� FLOO_D_ZL?1 _X_--- • DEMOLISH STEFS, STOOi�, � OUT SHOWER -00 I •00 PROJECT LOCATION & SCOPE /O 2 STORY AC SHADED X p�O�OSED DECK ADDITION SITE PLAN & ZONING DATA \,-i52 5 �o o Q' / FRAME HOUSE �,, - 1 TEST HOLE 2 11 _/� N Y $ OARAOE /;- 1 • PROFOSED STEPS AND LAND I NO PER MAP OF HARBOR VIEW 0 �' J RELOG. 4'x3S' 0�0�?-� / 1 • PROFOSD OUT SHOWER C�-O02 .00 GENERAL NOTES FILED AU6. 21 lab', Niles OUT SHOWER M/13O p FILE NO. 83-I-1 _-` 1 ,y�o - /" �' 1 • PRO 'OS�D DRY WALLS STRUCTURAL DESIGN CHARTS ELEVATION v ' �A5__ 121 FRAME UNKNO N rEs%Hoge 2 \ __ LIN1; - - p DECK /, DECK PROF. - / FZ_d - 17/7' �, o� ��� O, JEO7 D1�TA : - � �� ,QQ PROPOSED DEMOLITION PLAN LOAM - F - \ � - - - - OUT SHOWER DRY WELL BURIED PROP 4 x4 - - 3 3 PROPANE LANDING /BOG STEPS / g // PROJECT / ZONING DATA 8- - - PROP. 12'x5cl, / ,� \ _ LAN 1.6. POOL �" - ,/ ,�u���-r j'� TAX MAP # 1000-IIb-7-6 - O2 .00 PROPOSED DECK FOUNDATION PLAN ��F DESIGN DETAILS SAND �01 -�p0 5\�G 45.0' ' /� � � \ O Y -PROP. DECK �- '� ZONING DISTRICT AG NC 1 ADDITION LOT AREA 1.0 ACRES COfO - I FAMILY DWELLING, �c- I OJ.00 PROPOSED DECK PLAN z / 1 /// / 1 LLI COVERED FRONT ENTRY, REAR DESIGN DETAILS / DECK ATTACHED 2 GAR OAR. 8 Z-28511 ; b/21/02 OUT SHOWER c0i V // / / p,NG� LIMIT OF MODERATE VARIANCE APPROVAL N/A -2O •00 PROPOSED DECK ELEVATIONS HAVE ACTION FEMA FLOOD ZONE X 8 AE6 ,BOUNDARY WETLANDS DISTRICT PERMIT #1035c1; JULY Iq, 2025 LU LIMIT OF GRADING / GROUND / / �" � Q DISTURBANCE. HAY BALES / // / L - - - - - - - L _ - ,' ' AND/OR SILT FENCING ALONG / ��PGK• - / O V 2 DEC DISTRICT P Is.o LANDWARD SIDE OF 50' BUFFER ,�go"g� ' - - - - - - /� - ' � PROJECT: COMMENTS: GROUNDWATER ENCOUNTERED b' BELOW 1 O o 1 LOT COVERAGE 6 LOT MADSEN GRADE DESCRIPTION (FOOTPRINT) AREA COVERAGE DECK ADDITION SITE PLAN HATCH KEY: 1 �g'N , , 1 TOTAL LOT AREA 4Q,7'lQ.5 S.F. N9 PROPOSED DECK ADDITION 1 g0 NG - - - - - - - , i 1 TOTAL LOT AREA (LANDWARD OF 41,g3a.0 S.F. WETLANDS BOUNDARY) RELOCATED OUT SHOWER 4, 'Y / --/ ��� \ EXISTING 2 STORY FRAME 2820.0 S.F. 6.790 1425 MEADOW BEACH L E - ,i pg- 1 DWELLING W/ COVERED PORCH MATTITUCK NY 11952 PROPOSED STEPS $ LANDING \ �-(\O� 1 EXISTING DECK '717,3 S.F. 1.79b 1 - ��� , _ - - - - - - - - ,I Wa PROPOSED DECK ADDITION 772.4 S.F. lb% DRAWING TITLE: TIDAL WETLANDS BOUNDRY � CONFIRMED BY SUFFOLK P _ to NOTE: ENVIRONMENTAL CONSULTING, / q , ' ,' PROPOSED POOL 465.0 S.F. 1.1% PROJECT LOCATION & SCOPE I. FLOOD MAP DATA FROM SURVEY INC. AUG. 10, 2022 � ,���•� � ' �_ ��22 � \ , MAP#:56103C0452H 1 �� / �00� O�� \ // \ PROPOSED STEPS - LANDING 36.0 S.F. 0.196 MAP DATE: Oa/25/200a SITE PLAN & ZONING DATA FLOOD ZONE X 4 AE (EL 6) PROPOSED OUT SHOWER 14.0 S.F. 0.095 2. SITE PROTECTION/SILT FENCING TO BE TOTAL AREA OF ALL STRUCTURES 4827.7 S.F. 11.5go INSTALLED AS REQUIRED BY SOUTHOLD 2 1 �C(Q \t\ 1 MAXIMUM LOT COVERAGE ALLOWED: 20% PAGE: ' IMPERVIOUS SURFACES < 8" FROM GRADE 3. SURFACE WATERS OR WETLANDS ARE 1 , .0 LOCATED WITHIN BOO' OF THE PROPERTY. EXISTING CONCRETE WALK 266.0 S.F. O.b�c ®® ■ 4. ELEVATIONS REFERENCE ELEVATION DATUM N \ 3O 82O - CATWALK AND PORTION OF 55.0 S.F. 0.1% 00 NAVD88 � 1 r MEAN HIGH WATER PROPOSED POOL EQUIP. 38.5 S.F. 0.1s� DATE: 05/08/24 1 OF 6 p 1 f j_ _ TOTAL LOT COVERAGE INCLUDING , _ DRAINAGE SYSTEM INSTALLATION NOTES: - 1 0 m STRUCTURES <5" FROM GRADE 5151.7 S.F. 12.330 �cr t -, .� tt y A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 ' � `f ' AT' WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC m \ /. ZONING REOULATION5 MAIN BUILDING COMPONENTS, LEAGHIN6 FIELDS, SEWER COMPONENTS, OTHER 1 i m (n G, V - DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS \ V 5OUTHOLD TOWN GODS 280 18 ��AY - 8 : 1 , �� \. 024 • '3 REQUIRED BETWEEN DRYWELLS � A MINIMUM 5 SEPARATION I .. PROPERTY LINES 1 ` • A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND EXIST. PROPOSED COMPLIES . a BURIED PROPANE FUEL TANKS. \ , �• / A MINIMUM V VERTICAL SEPARATION 15 REQUIRED BETWEEN THE BOTTOM OF DRYWELLS 8 THE HIGHEST EXPECTED GROUNDWATER MIN. FRONT YARD 50.0' ELEVATION. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL . ' �� ��� MIN. SIDE YARD 20.0' 50.5' 50.5' YES ` t` • SEE ALSO DETAIL 1 / 0-001.00. MIN. COMBINED SIDE YARDS 40.0' 62& 62.51 YES SITE FLAN «.A~s. " MIN. REAR YARD 60.0' 107.q' 107.�i' YES SCALE: 1" = 20'-0" WETLANDS 100.0' 76.0' 76.0' NO NOTES � SFE(' I F I OAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 515) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT _ TOSeTHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN,AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF d 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 5 Q " MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L GENERAL BLDG, BUILDING K KIPS (1000 LBS) 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. �� LV APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS J � APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS M 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. B.O. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HAN6ERS BY TEGO OR OTHERWISE NOTED Q N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GCNTRAGTOR. BOT BOTTOM MECH. MECHANICAL � c LO PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE . .POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ � S. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM,HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM r- FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 'AND AUTHORITIES HAVING JURISDICTION. - '0 0 RULES SPECIFIED IN 1.1 THROUGH 1,5. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD58 NORTH AMERIGAN VERTICAL DATUM OF 1988 C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURP05E5, 'I. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 0 N z 0 OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE .� INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED p„ -i. ALL BEAMS, 6RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Lr) 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GOUT. CONTINUOUS D.G. ON CENTER �� T - WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. SHALL BE CLARIFIED WITH THE ARGHITE'GT/ENGINEER BEFORE PROCEEDING N 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - p ,�..,, I WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. DEL. DOUBLE OGG. OCCUPANCY 0 0 m •- (0 6. NO DEVIATIONS OR GHANOES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE CRAVING AOENCY WHICH COMPLIES WITH THE - ' J 0 ateJ � P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-Q9. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 25 DFE DESIGN FLOOD ELEVATION O.H. OVERHANG CV C6 UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., a 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BA5E FLOOD ELEVATION Q BEFORE THE START OF FRAMING ON PACE 6-003. GENERALLY, 5HEATHIN6 I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I a0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH D.J. ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DECK JOISTS P. GONG. (I POURED CONCRETE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMIN6. 9. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 (L�� II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN6 AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION PLYWD. PLYWOOD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE: AND PROVIDE WEEP HOLES, EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RI RISER UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. r l 1.� 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. - 1 ROOM V RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES AR FLOOR AREA RATIO R.R. ROOF RAFTER EXCEED &-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO I ' A` 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. I FRESH AIR VENT STL. � STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR S.V. SMART VENT ,L RUBBISH, HASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TEENIN6 SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TO BE DETERMINED � r BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND TBD CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. ! r 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLA55 v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES la. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. I&. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. , THICK GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR CYP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C5 1 SPECIFICATION FOR GYPSUM LATH, OR A5TM Clcl CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION T.O.W. TOP OF WALL (n THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. v J COMPLETION OF PROJECT. M. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD AS PER PACE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" W 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP 4 5'-0" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL D D O ARCHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARBOAR SIDING. AOAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE W/ AWPA 022;WHERE DRILLING AND/OR CUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARIVN6 OUT OF OR F:E5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER W/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD. PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANOIR-E PROPERTY (OTHE¢ THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INGLUDIN6 THE L055 OR USE RE5ULTING THEREFROM;. (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 50REWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION CF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WITH ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR � EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GODS WNGR HANGER R LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS UN WHETHER OR NOT IT IS CAUSED IN PART BY A WD. WOOD EVALUATION REPORTS.A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL HOR. HORIZONTAL ZR PARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED 1r ZONING RESOLUTION -STRAND II _ 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMIN6,NAILING, PLAGINC A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE-SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRANIN65 22. [-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMIN6 MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELL.UL0510 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL. RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. SPECIFICATIONS, UNLESS NOTED OTHER ISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE COVERNINC BUILDING CODE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF 19Q0 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARI^IALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROU6H M 2.2.1. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES,AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND CONSTRUCTION;SSTD 10-0141 AND 2015 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING z I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. U INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DEVON $E USED IN ACCORDANCE WITH MANUFACTURER'S REGONMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TREATED WOOD 4 FLA5HIN6, STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS DIRECTLY TO THE WEATHER 3. METAL PLATES, CONNECTORS, SGRBJE5, BOLTS AND NAILS EXPOSED WALL W/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TABLE R501.1 SECURE E51ON CRITERIA w AREAS SHALL BE STAINLESS S STEEELEL O OR R HOT DIPPED GALVANIZED.CT TO SALT CORROSION IN COASTAL W/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CLIMATIC OEOORAPHIC DEXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINC (® MIN. 1611 GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, p 5HEATHIN6 AND SIDING, FRAMIN6 ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 6RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH PROJECT: STANDARD SHEARWALL HARDWARE (W/NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG L--- RAFTERS EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2"x4" LUMBER 15 W/b" RI5E 4 W/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GAT'E60RY B MADSEN LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/150 RAFTERS. 2.2 SEISMIC DE51 GN CATEGORY B DECK ADDITION .6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES MECHANICAL CONNECTIONS: SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING GORE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INTERIOR WALLS 4 PARTITIONS H/I80 AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE WEATHERING SEVERE '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 1' ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. Ib" WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOORS 4 PLASTERED CEILINC75 L/360 FROST LINE DEPTH 5'-O" 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSGREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 1425 MEADOW BEACH LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BY 51MP50N MANUFACTURER. TERMITE: MODERATE TO HEEAVY OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK, NY 11952 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONCRETE/MA50NRY LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CODES AND REFERENCE STANDARD: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ENERGY TABLE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF "I VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BY STRUCTURAL DESIGN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME ARCHITECT CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AWG)' 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM USE LIVE LOAD DEAD LOAD 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED PLUMBIN6 CODE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. EXTERIOR BALCONIES 40 psf 15 psf G-002mOO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SITE WORK DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC PA55ENOER VEHICLE 6ARAGE5 50 psf AS PER PLAN CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 2. VERIFY ALL DATA ON DRAWINGS. THERE 15 A DISCREPANCY, DATE: 05 CONSTRUCTION CODE. RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. UNINHABITABLE ATTICS WITHOUT STORAGE /08/24• 2 OF IS (MAX CLEAR HOT < 42) 10 psf 15 psf 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. UNINHABITABL STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING (MAX CLEAR E ATTICS HOT > 42")TTICS WITH STORAGE 20 psf 15 psf SWIMMING POOL 4 HOT TUB SITE. STOCKPILE ALL EXCAVATED MATERIALS. HABITABLE ATTICS 4 I. IN-GROUND POOLS SHALL BE DEVONED AND CONSTRUCTED IN CONFORMANCE 4 NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf WITH ANSIAPSPACC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 2011) FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf ,✓� j IN6ROUND SWIMMING POOLS, 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/ICC b (AMERIGAN NATIONAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 5LEEPIN6 ROOMS 30 psf 15 psf lit STANDARD FOR RESIDENTIAL PORTABLE :5PA5 AND SWIM SPAS, 2013) P Pw 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER(MINIMUM 45 IN HE16HT) DURING INSTALLATION OR CONSTRUCTION STAIRS 40 psf 15 psf a i. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. GUARDRAILS AND HANDRAILS 200 psf 15 psf & 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT p p ' BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE F,, 2020 NYS RESIDENTIAL GORE. 5. BARRIER5, BARRIER GATES, LATCHES,ALARMS AND MECHANICAL FUNCTIONS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NY5 RESIDENTIAL CODE. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E "1-16 (MINIMUM DEVON LOADS FOR BUILDIN55 AND OTHER STRUCTURES) 0 ENE /\L 5�'1�50L E�' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J O 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. © POST FOR 4 WALLS !� b7 WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL O POST FOR 6" WALL5), U.O.N. _ 'Q 7 C09 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. p C N z 0 WHEN APPLICABLE) d U c X (V p O O � ' O m c NOO cam W V W V I � I �=J EXIST. I I EXIST. STOOP vJ OUT 18 S.F. I SHOWER II CL I I L�------- I I IL-------- OUTSHOWER TO BE REMOVED \ STOOP AND STEPS TO BE REMOVED SERRC �— EXISTIN6 2 STORY FRAME HOUSE d C EXISTING 2 STORY GARAGE 15 NOT PART FRAME HOUSE E OF THIS FILING 6ARAOE 15 NOT PART OF THIS FILING EXISTING BILCO DOOR5 I i EXI5TIN6 2 STORY TION �— FRAME HOUSE 4 XIMp,TE L IOGE 1� GARAGE 15 NOT PART W pppRONG 6p� OF THI5 FILING g OFF 0 O V EXI5TIN6 RAILING 4 DEGKIN6 EXISTIN6 RAILING s DEGKIN6 TO BE REMOVED TO BE REMOVED W F— PROJECT: EXISTING DECK - MADSEN DEMOLITION NOTE: DECK ADDITION PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I I I I I I DECK STRUCTURAL COMPONENTS TO REMAIN STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EXIST.DN EXIST. DN I I I I I I OF ANY DEMOLITION OR CONSTRUCTION. I I I I I I I I I I I I I EXISTIN6 RAILING $ DEGKIN6 W BEACH LANE TO BE REMOVED 1425 MEADO TEMPORARY SHORING/DEMO SEQUENCING NOTES: MATTITUCK, NY 11952 EXISTING STEPS TO BE REMOVED EXISTIN6 STEPS TO BE REMOVED I. INSTALL TEMP. POSTS 4 61RDER PER DEMOLITION PLAN d PER DETAILS. 2. EMOVE EXIST. OI S.INSTALL NEW 61RDERER.PER PROPOSED PLANS;SECURE DRAWING TITLE: EXIST. FLOOR JOISTS TO NEW 61RDER. 4.REMOVE TEMP. PO5T5 a 61RDER5. PROPOSED DEMOLITION PLAN PROPOSED C)EMOL I T I ON FLAN PAGE: SCALE: I/4" = I'-O" A-101m00 DATE: 05/08/24 3 OF 6 r 0 E I `4 E /LL 5"%r t�--1 5 O L E� POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURI N6 S CONCRETE MIXTURE NEW PARTIAL HEIGHT I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF -{ CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE -{ EXISTING TO BE DEMOLISHED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND HOOD FRAME (L.6. STL. DOWNWARD FROM THE BOTTOM OF EX15TINS ADJACENT FOOTIN(95. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Q EX15TINO TO REMAIN WHEN APPLICABLE) 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. 0 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 4"x4" P.T. POST L1J F NEW FOUNDATION WALL SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR NEW WOOD FRAME (L.O• ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SIMP50N 6ALV. ABA44Z Lu cu 5TL. WHEN APPLICABLE) ENCOUNTERED. CONFORM TO AGI 506. POST BASE (OR EQUAL) ___I (`� 5/4"xb" SYNTHETIC 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4• IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / DEGKIN6 N.O.N. ON ry Q 4-1 N NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO STONE GAP ® POOL EDGE PLAN/SECTION/DETAILS) GRADE •O Lr) WOOD FRAME (L.6. STL. POST FOR 4" WALL5 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. II (MIN. (2) 2 x6 STRUCTURAL 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 51& CODE. 10"0 "50NOTUBE" FILLED �1111' O WHEN APPLICABLE) _ _ - f O _ POST FOR 6" WALLS), U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. SOLID w/P. GONG, i411 - REMOVE AS REQ D. NEW 2-HR FIRE RATED 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL c-- (MIN. 4,000 PSI) If�11` a-J >. (fl ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE fI Il L- z 0 WOOD FRAME (L.6. 51'L. 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE P.T. DECK JOIST COATED. 1111 d LN Oj WHEN APPLICABLE) PERMITTED WHEN NECESSARY. c=- AS PER PLAN 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS JOISTS P5 PER PLAN FASTENED w/ (2) SQUARE FOOT SF-22 Z CB `- U '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR HIGHER (2) #5 BENT REBAR CONCRETE OT SF_6 FORM X N SHALL BE STAGGERED. 515 4)x 5 LONG HEAVY DUTY GAL. O O AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. (CENTER BETWEEN I i FILLED SOLID w/ P. GONG. O O +� LAG BOLT® Ib" O.G. INTO FOUND. WALL METAL GALV. JOIST HANGER PARALLEL REBAR IN FT6.) I ! O O (9 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. w/(2, 5/8"� x 5" LONG APPROVED BY '51MPSON' (OR EQUAL) ® I (MIN. 4,000 PSU; INSTALL O m 4-J PLACE AT TIME OF POURING MAINTAIN REQUIRED CLEARANCES, MA50NRY ANCHORS a 16" O.G. EA. JOIST PER MANU. SPECS. 4-+ N -J L0 COVERAGES,AND PLUMBNE55. CD cf. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE (2) #5 HOR. REBAR UPON (2) 1 II'< O O O -. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 #5 HOR REBAR (4 TOTAL) II Ip Q a O Z p 5. CEMENT SHALL CONFORM TO A57M 0-33 FOR STANDARD WEIGHT CONCRETE. (A57M G494/0494M,TYPES G AND E). CONCRETE POOL --- -- . " Z 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL FOUNDATION WALL pi AREAS EXCEED ONE SQUARE INCH. p MIN. 4" BETWEEN ED6E5 OF II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED W IL 1-1/2" SQUARE BALUSTER TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS (STYLE TO SELECT) REACHED A COMPRESSIVE 5TREN6TH OF 500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. LEDOER OONNEOTI ON DETAIL(" 5 IISOUARE FOOTII FORM FOOTI NOS - Sf22 � SIMPSON H25A RAFTERTIE (OR QUA) A-IO2.00 5GALE: 3/4 I -o 50ALE: I" = I'-O" A-102.00 „ _ „ 5/4"xb" P.T. DECK v BOARDS n 1 W (2) 1/2114) HOT DIPPED 6ALV. / C EXISTING 2 STORY BOLTS a EA. P05T w/OVERSIZED / FRAME HOUSE 4 P.T. D.J. AS _ Z - _ WASHERS k END NUT PREBORED GARAGE IS NOT PART ZZ r PER PLAN _ RIM BOARD A55EMBELYTIE d / INTO BEAM,POST, DECK OF THIS FILING P.T. BEAM AS NOTED / 1'7'-0" _q , cV Y - SOLID BLOCK ® 12" O.G. / (2) 51MP50N DJT14Z� (1) 1/2"9 H.D. 6ALV. THRU _ / _ DECK J015T TIE 0 BOLT N/ OVERSIZED WASHER / / z 0 W n` EA. P05T $ END NUT PREBORED INTO / / / / / / / / / / / _ / /I-- /_/ /1_7/ / U POST d DECK JOIST TIE / AG 2 O "SIMPSON" ABA44 ELECT. 1 ® COLUMN BASE-� METER t] / N 4"x4" P.T. POST GRADE I I I I 12114) 'SONOTUBE' FILLED II o :fl - `Q SOLID w/P. GONG. ou 1 . (MIN. 4p00 PSI) o z \ LINE OF OUT ( D:?Ib'OGT OSHOWER ABOVE ! 'F IA-102 1 / � IF A-1o2 / 2 Ri <O 4 sF 3a C4T CF 4 "'z NEW 2"XIO" P.T. F NEW 2"XIO" P.T. / ~la a D.J. I6" O.G. I a EXTERIOR SUSFENDF_D GONG. STAIR DETAIL � iv -2 I �Q 1 / ACCESS HATCH NOTE: ACCOUNT FOR HEIGHT A-102.00 2 0__ / AT PORTION OF BILCO 5GALE: 5/4" = 1'-O" x DOORS AT HOUSE t � EXTERIOR SHEATHING AS O PER SECTION NOTES : HI HATCH ACCESS / � a HATCH ® DECK 0. EXI5TIN6 / EXISTING 2 STORY EXISTING 2 STORY / SIDING MATERIAL AS I� ; i- I FRAME HOUSE $ FRAME HOUSE 6 SECTION NOTES O z 4 a 131LG0 DOORS / GARAGE I5 NOT PART GARAGE 15 NOT PART VIFER OF THIS FILING OF THIS FILING BUILDING PAPER $ HOUSE WRAP O TO FULLY OVERLAP FLA5HIN6 Fx o LINE OF EXIST. STUD WALL_ n 6'-6" `' FOUNDATION NEW P.T. NEW P T._ Z FLASHING / / / / 5/4"xb" P.T. DEGKIN6 0- 2"x10'DROPPED 2'xIO'DROPPED 61RD / N.O.N. ON PLAN/ - �- GAP FOR SEGTION/DETAIL5) _ �� / x / Q NEW 2"XIO" P.T. "� O / Z DRAINAGE D.J. le, O.G. -4V Idyl 2"XIO" P.T - - E N6 GAT 1 �f D f7ROPP�- P.�j_ 0. o D.J. . Q� , 0 I U_. ON XM6mLOE (2) NEW P.T.#'S iu 2 NEW F.T. V OF � _ EXISTING 4 x4 POST EXISTING 2 STORY / O O I 5611 3RD IX EXISTING 4"x4" P05T N / FRAME HOUSE 4 / iv 0 17777rMETAL DTT DECK TENSION 3 = 6ARA6E 15 NOT PART "Z" " " / OF THI5 FILING 7 / ~ Q JOISTS AS PER PLAN FASTENED w/(2) TIE BY SIMPSON (OR A-lot .fl ,_NEW 2 X8 P.T�, _N _N Lu FLASHING ' D.J. I6" O.G. QSILL $_ 0 / / o 5/8 0 x 5 LONG HEAVY DUTY GAL.. EQUAL) m ls� RIM BD.;WHENI® FOUND.THALL FASTEN COUNTER :ry :` I 0 �N / x FLASHING P.T. DECK JOIST / NI w/(2) 5/5"m x 5" LONG APPROVED c ( - _ X .� / PROJECT: MASONRY ANCHORS ® I6" O.C. AS PER PLAN I = tV OL H cV � 0. 0- EXIST. FOUNDATION WALL- L la m EXISTING 6"xb" P05T•5 m M A DS E N h I r I III f EXIST. (3) P.T. 2"xlo" EXIST. (3) P.T. 2"xl0" m t] X DECK ADDITION 2 LEDOER CONNECTION DETA I L w ADD (1) P.T. 2 XIO FOR A ADD (1) P.T. 2 XIO FOR A a Q.y TOTAL OF (4) _ TOTAL OF (4) _ O O EXIST. 3) P.T. 2"xlO J A-102.00 SCALE: I" = I'-O" 2"xI0" DROPPED - - - - - - - _ - _ - Ip xm = � old EXISTINO MUST BE x 1425 MEADOW BEACH LANE 50NOTUBE MUST BE � N cV 5/4"xb" P.T. I0. VERIFIED TO BE AT f X F DECK BOARDS P.T. DECK J015T5 AS O PROVIDE FACE a v LEAST 10" DIAMETER a = w a = MA 1T 1T I 1T UCK, NY 11952 3 MOUNTED JOIST 0 NOTED ON PLANS r I 0 = o WITH 22"x22"x9" Im ' ml T HANGER= GER TO ATTACHED i- 1- X FOOTING. IF NOT THE -� EXISTING BEAM TO F- GUT EXISTING DECK JOISTS AT POOL F- m iv -� CASE CONTACT �, N DRAWING TITLE: 5/4" x REQ'D x POST x ARCHITECT. X Q AND PROVIDE FLUSH MOUNT JOIST X HEIGHT P.T. RISER ° ° ° I N 2 w w HANGERS TO ATTACH TO LEDGER w ° ° ° z 21'-5y2" FOUNDATION PLAN NOTES PROPOSED DECK FOUNDATION A-lo2 �. �' �:.� 1-L - -�2)NEN P.T. �: T�(2 NEW .T DECK BOARDS - - - `- - - - -- 2 NEW P.T. 12 NEW P.Ti 2 NEW P.T. _ 2 NEW P.T `2"x BLOCKING ® EA. 2"xl0"DROPPED "xl0 DROPPED 2 xl0 DROPPED 2 xl0 DROPPED 2 xl0 DROPPED GIRD 2 xI0 DROPPED TYPICAL LEDGER BOARD a EXT. DECK: DETAILS STRINGER TO MATCH SIZE O I. (U 2"x P.T. BD. TO MATCH DEPTH OF JOISTS OF P.T. DECK JOISTS 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LA6 5'-3" O BOLTS a 16" O.G. PROVIDE MASONRY ANCHORS 8'-II" 8'-II" WHERE REQ. FASTEN STRINGER TO Q I 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 15IMP50NI (OR BLOCKING (MIN. 6 a PROVIDE FAGS 1 - EQUAL) PAGE: Noa1 FASTENERS) Q i p MOUNTED JOIST a -1 X HANGER TO ATTACH 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 3 Q EXISTING SEAM TO 4 BENT OVER TOP EDGE OF LEDGER BD. crrn) z= ? 4 5. SEE NOTED DETAIL LEDGER BOARD A-102 2"xl2" P.T. STRINGERS ® I6" c^V� � � A-lot � A-102m00 4" THK. x STAIR WIDE xWIDTH - O.G. (MIN. 3 STRINGERS a x z x FOUND 8 P05T5 FOR HID. DECK: OF STAIR P. GONG. PAD EA. 5TAIRWAY) DBL JOIST FLUSH FRAMED WITH I DBL JOIST FLUSH FRAMED WITH O2 WD.P.T. P05T 8 P. GONG. PIER UPON FOOTING AS PER JOIST HANGER INTO LEDGER JOIST HANGER INTO LEDGER NOTED DECK DETAIL;TYP. PROPOSED 1.6. POOL 15 NOT PART OF THI5 2"xb" P.T. BLOCK IN BETWEEN FILING DATE: 05/08/24 4 OF 6 EA. STRINGER. FASTENED TO X NOTE: A-lot P. GONG. PAD w/ Ia/64" x j ALL DEGKIN6 SHALL BE FASTENED 7 w/COATED DEGKIN6 5CREW5 BY F I H 3-I/2" CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) a V a GALIBURN (OR EQUAL) - MIN. O (5) SCREWS PER BLOCK qo,, MIN. w p cv - z= x o ' 501L BEARING CAPACITY NOTE: c�V -? q c^V STRUCTURAL DE516N OF FOOTIN65 ASSUMES A SOIL GRADE ¢ GRADE �-; I Q BEARING CAPACITY OF 1.0 TONS/S.F. Z BEARING CAPACITY OF SOIL MUST BE VERIRIED B Y A 6EOTEGHNIGAL ENGINEER, OR BY A TEST HOLE IDENTIFYING _ EX15TINO SOIL TYPES ON SITE AND THEIR ASSOCIATED NEW P.T. 2"xl0" LEDGER IF REQUIRED - - - - - PRESUMPTIVE LOAD-BEARING VALUES. -1 EXTERIOR SUSPENDED GONG. DGiC DETAIL PE7AIL 12:_, n 44'-b" A-102.00 5GALE: 5/4" = I'-O" 45'-0" 0 5 10 20 FROFOSF_D DECK FOUND..TION FLAN GRAPHIC SCALE 5GALE: 1/4" = I'-O" OENERAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW FOUNDATION WALL Lu I �---I cS. W NEW WOOD FRAME (L. cu F---i 5TL. WHEN APPLICABLE) ('7 ' CV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL // O Ln WOOD FRAME (L.O. ST'L. POST FOR 4 WALLS !� O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED .L z WOOD FRAME (L.6. 5T'L. 0 � (V z O WHEN APPLICABLE) Q_ 'co Lo 2: X N 0 00 4- ' O m Z co PLAN NOTE' -J NO p -J Ln STAIR $ RAILING NOTE: Q d 01. ALL NEW 5TAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" Tr - RISERS SHALL BE OL05ED 2. 6REATE5T RISER HE16HT IN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN J". 5. 5TAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 5.1. BETWEEN CLEAR HEIGHT 4 HANDRAIL5: 56" MIN. 5.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. 5.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'7" MIN. 4. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE: SHOWN ON PLANS. 5. 6UARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED T WALKING SURFACES LOCATED MORE THAN 50" ABOVE f 1 FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS, v 6. 45" HIGH GUARDRAIL TO COMPLY WITH POOL • ENCLOSURE REQUIREMENTS PER NY5 BUILDING CODE C EXISTING 2 STORY n 1 6RIPPABLE RAIL AS PER CODE R526.4.2. FRAME HOUSE 4 W 1. RAILING TO BE WOOD W/STEELRT GABLES. HOME OWNER TO 6ARA6E Is NOT PA O VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE OF THIS FILING INSTALLATION OL Z Lu + oj� U � ELECT. A-103 OGATED EXISTING RAIN • METER 4'x5'-6" WATER LEADER OUT AT THI5 AREA SHOWER r m No Q JAMES HARDIE I"X4" 4"x4" P.T. P05T CEMENT TRIM (COLOR POOL ENCLOSURE TO BE SELECTED) ACCESS ATCH NOTE: "SIMPSON" ABA44 - ACCOUNT HFOR HEIGHT ® COLUMN BASE 0 AT PORTION OF BILGO in DOORS AT HOUSE cV PROPOSED — — — AGGE55 DOOR AT DEGKIN6 EXISTING 2 STORY I c — — FRAME HOUSE 4 EXISTING 2 STORY 1 6ARA6E 15 NOT PART FRAME: HOUSE 4 I� I OF THIS FILING GARAGE 15 NOT PART OF THIS FILING TRIPLE DECK JOIST LOCATED UNDER =_ SHOWER P05T _= LINE OF EXIST. BILGO DECK FRAMING AS PER DETAIL DOORS BELOW MITER DEGKIN6 EXISTING RAIN WATER LEADER AT TH 15 AREA EXISTING 2 STORY FRAME HOUSE 4 GARAGE IS NOT PART z GRADE POOL ENCLOSURE NOTE: OF THIS FILING 1 - ALL EXTERIOR DOORS AT EXISTING ERIMETER FENGO HAVE ALARMS POOL u D O P W (5 RI M X. 5.25° NEW DN - ALL PERIMETER FENCE 6ATE5 TO BE ENCLOSURE V (5 Tr MIN. 10' SELF-CLOSING AND LOCKING. rail D p 4 :� -ALL WINDOWS THAT OPEN INTO POOL AREA TO HAVE WINDOW LOOKS THAT El I DON'T ALLOW THE WINDOW5 TO OPEN MORE THAN 4". 5'W x 4'H SELF CLOSING 4 ''� LATCHING GATE D D p PROJECT: OUT SHC)NER I7ETA I L 4'- — NI A DS E N A-105.00 50ALE: 5/4" = P-O" MODIFIED DECK DECK ADDITION 1,48T.7 S.F. I + 1 POOL Q ENCLOSURE 1425 MEADOW BEACH LANE EN°LosuRE LINE OF EXIST. DECK m MATTITUCK, NY 11952 I' COPING MAY 2_ a 024 JAMES HARDIE I"x4" n DRAWING TITLE: 4"x4" P.T. POST TO BCEMENT E TRAM (COLOR PROPOSED DECK PLAN SIMPSON DTT2Z DETAILS TIE (OR EQUAL) in 5/4"xb" P.T. DECK BOARDS N PAGE: PROPOSED 12' x 5a'P.T. D.J. AS OOL 15 NOT PART 07 A-1.03 .00 PER PLAN THI5 FILING 2 OUT SHOV4ER 17)ETA I L DATE: 05/08/24 5 OF 6 A-103.00 SOALE: 5/4" = 1'-0" L 51-0 J L -0 12'-1" 45'-O" f'I. '74'-10" .rt'�� tA 0 5 10 20 FROPOSED DECK PLAN- GRAPHIC SCALE SCALE: 1/4" = I'-oil ELEVATION NOTES a O NEH LATTICE AS PER LATTICE DETAIL 0 W O2 NEW ACCESS PANEL ON HINGES IN LATTICE L1J cu Q 4-J N O C NEW WOOD FRAME STAIR O O 0') O O RELOCATED OL C N Z 0 OUT 5HOHER 5'H x 4'H SELF CLOSING b a GCB LATCHING GATE /4'H. POOL U ENCLOSURE c 0 0 � N PER R526.4.2 O O EXISTING 2 STORY m ((.0',�, FRAME HOUSE S N)5 RESIDENTIAL CODE O +,6ARA6E IS NOT PART Occ r- OF THI5 FILING N Q or—L 1 W �i I i y; �y .Y s a W Y� y%. .I J`, I r' /l J' 2 z U m l l LJ LJ JJ IL J I I I I L- - - - - - - - - - - � I � m LJ JJ LJ I I I l m —�— LINE OF SHIMMING POOL L J J J -,I� U � SOUTH ELEVATION (R I C HT S I I )E) Q • - 50ALE: 1/4" = I'-O" n�1 W 4'H. POOL C EXI5TIN6 2 5TORY ENCLOSURE FRAME HOUSE b PER R326.4.2 GARAGE 15 NOT PART NY5 RESIDENTIAL GORE OF THI5 FILING 7 r4'H. POOL ENCLOSURE RELOCATED OUT 5HOHER i i ,i ll y 1 r .I y. i y. 'i > y. I 11 J / 1, Y' i I' — 3 I— — — — — — — — — — — — — — — — — — — — ►� LJ o J J LINE OF SHIMMING POOL L J U f� EAST ELEVATION (REAR) W SCALE: 1/4" = 1'-0" o PROJECT: MADSEN DECK ADDITION AV 4'H. POOL 1425 MEADOW BEACH LANE ENCLOSURE PER R526.4.2 EXI5TIN6 2 5TORY MATTITUCK, NY 11952 NY5 RE51DF-NTIAL CODE FRAME HOUSE 4 GARAGE IS NOT PART DRAWING TITLE: FIRST FLOOR OF THI5 FILING ELEV. 15.5' -� PROPOSED EXTERIOR ELEVATIONS \ I j DECK POOL_ - �---------- I - - - - - - - - - - - - - - - - ELEV. +I3.1' A PPR OX. GRADE PAGE: y, ® RE AR D_E GK ELEv. +Vnn.O A-201m00 I V L - - - - - v�. � ,r a I II DATE: 05/08/24 6 OF 6 m LJ LJ LINE OF SHIMMING POOL APPROXIMATEOROUNDHATER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �.✓ SCE'" � ` NORTH e � F ELEVATION LEFT SI)E r SCALE: 1/4" = P-O" MADSEN RESIDENCE — 1425 Meadow Beach Lane BINDER 12' x 39' — depth 4' to 6' _J 3/25/2024 — Drawn by Katy Binder POOLS SCALE: 4" = 1, auto—cover box HOUSE SIDE (2) skimmers cutofill O O (4) LED lights 1'�6 pool length bench 116" I 1. . i ramp deep and shallow end (2) main drains I ( I i I (4) returns � — — 39=- - - —. r-- - - - - - �9'-6= — - - - - -9'-6= — ! —moo 2' coping waterline 7 auto—cover track — — ----------- -- ---- — 6" waterline the — — ---- -- -- -- -- -- - -- -- --- — ---- j . . 4' 3• 5'i 9" 5' 9" . . . .. . . . . . 1 10.5" 12" Coping Pavers Mortar 4" Compacted Sand 6" Tile 12" Bond Beam O Marble Dust Concrete #4 reoar (4) #4 rebar 10" o.c. throughout Cont. through verticals 5" o.c. where bond beam water depth exceeds 5' I O O 12" TO 36' Radius Compacted Soil O O Minimum specifications; Shotcrete Gunite 4,000psi minimum O Grade 40 rebar (conf to ASTM A615) All work to be in compliance with ACI-318 4" min. thick " Gravel base UNAUTHORI7ED ALTERATION OR ADC'lTION TO THIS DRANO AND RELATED DOCUMENTS IS A POLATION OF SEC 7209OF THE N.t.S. EDUCATION LAW A 3.jabc JOB#: binder t1F RMA DATE: 4.29. _ T yp Pool `' SHE NGINEERING SCALE: AS NOTED Section �D &CONSULTING P.A. Cross x 14 NELMAR AVENUE DRAWNG NUMBER �� S r ST AUGUSTINE,FL 32084 1y� 631.831.3872