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Home My WebLink About48718-Z eta TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48718 Date: 1/11/2023 Permission is hereby granted to: Farther Out East LLC . 999 McKinney Ave Apt 1201 ------�...�.._._..._.�._.�...��...._.__....................._..................... �... ___..__�_ ______ Dallas, TX 75201 �_.............. To: Demolish and reconstruct an existing single family dwelling as applied for with flood permit as per Trustees, DEC, ZBA and SCHD. At premises located at: 860Rabbit Ln., East Marion SCTM.....#...473889........._.................................................._................_......�__ �� .m.w Sec/Block/Lot# 31.-18-18 Pursuant to application dated 1 11/17/2022 and approved by the Building Inspector. To expire on 7/12/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,360.80 CO -RESIDENTIAL $50.00 Flood Permit $100.00 ____________.._ Total_ $1,510.80 _.. .................. Building Inspector f TOWN OF SOUTHOLD—BUILDING DEPARTMENT �r tiw r Town Bolloll Antwx 54375 Main Road P. O. Box 1179 Southoldl NY 11971-0959 Telcphonc! (631)765-1802 fax (631) 765-9502 �t1P�'n� � ��:�1 ry��1�1��, lip �y bate R.arxived APPLICATION FOR BUILDING PERMIT �d11 mm I i For-DIfiet•Use 0 L1 PERMIT NO. .� Dutldi�g9nsp��Ct�r�„ JK& m.„A.., �� f� ! 17 ) Applications and forms must be filled out In their entlretV.Incomplete applications will not be accepted. Where the Appticaht Is not the owner,aneT Owner's Authorization form(Pace 21 shall be completed. Date; November 3, 2021 OWNER(S)OF PROPERTY: Name FARTHER OUT EAST L.L.C. (c/o T Dowluig)JSCT' Nf k 1000-0'3-1--—-'18,— .......... 000 031 18— Project Address: 860 Rabbits Lane • East Marion, NY 11939 Phone ft.-(631)833-4416 Email mfdowling@yahoo.com Mailing Add ress=1999 Mckinnev Ave, Apt, 1201 • Dallas, TX 75201 .6.,,.. __ ....� ..—...ww...... ....._..... _.._.�_._...— .�. �, �,� ..... . -�.._ —.. .. , va .��o�� .... s ... ... CONTACT PERSON: Name:Bruce A. Anderson—Suffolk Environmental Consulting, Inc. Mailing Address: P.O. Box 2003 • Bridgehampton, NY 11932 Phone it:(631) 537-5160 Emarl Bruce@suffolkenvironmental.com DESIGN PROFESSIONAL INFORMATION. Name ToSeph T"'sc�►�t+1 , I7. E Mailing Address:P.O. Box 616 • Southold, NY • 11971 -... ........ ........ ati,.. ...... ., w . Phonie ft: 631 —765—2954 Lmail,wingman@optoriline.net CONTRACTOR INFORMATION: Name: Wilson Home Improvement Corp, Milling Address: P.O. Box 425 • Southold, NY • 11971 Rhone 9 631-903-0083 Ercall. wilsonhomeimprov@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION LNewStructure WAddit+on LIAlteratron LRepair YGDemoliti,on ., .o.. Estimated Cost of Project: 770kher, $ 100,000.00 Will the lot be re-graded? ❑Yes r0hlo,.,u „ � Will excess fill be removed from premises? MYes LXNo 1 PROPERTY INFOPMTION i EASting use Of rap'erty Residential intended use of p . Residential Zone or use districtIn whichpremises is situated. Are them any covenants andrestrictions with respect t R-40 this property? l yes IF YES, PROVIDE COPY, Check%i ix,Aft ffl jid ft; isnoponi",P Afl� nd 4 W2� ?�1ss� t C ar f' V4dC PPU�'ri 'I' ri,a ii"MADE. � *a1*w04 is sael s 11 1%ommom p1suaw toft subdof00 P lawovlwhohl,sufl N 1400401610 UTAS) a Area ,liart la r " 1 air a ' dtl CAS Baa to C&OP41 Witha 61dWigas,boikft 004, 1� a areand 10 dontIt *I In mopktoft Filmsera �a PUWAOble,AIM At Cbm A MAWOM01440,PU rbumt to 3ectfoal2110 15o y 5,4 a," "i Application itt d (print nalrlte),'bert Anderson Mikuthod2ed Agent 0 Owner 00, Signature Applicant, " '� Date* Nov. If", ton F NEW YORK) SS," COUNTY OF m. flr�l C Robert W Anderson @ Suffolk Environmental Consul8in&Inc, duly rlbq deposes and says that s) i $ theapplicant � aie 11 of 1 11 c�livi11 dua!11 sl �i1°i � tra� above Aare , being (S)he is the Aggent (Contractor,Agent,Corporate Officer,etc.) of said era owners, and is duly authorized to performor have performed the said r and to make and le this application,that all statements containe In this application aretrue to tNe test of his/her knowledge and belief;and at the work will be performedthe manner set forth In the applicallon file therewith, Sworn before me this y !' . ._.. a of w..w.. w.w a..�. . � .......... try �u. Public MATTHEW D, {VPN NOTARY Pt!OUC-STATE OF NEW YORK (Where the applicant is not the owner) No.01 lvso53359 ouaiified in Suffolk County y commission Expires 01-22-2 ti- a a�a r i . �. v .� rl X 11 Dallas TX residingat , i �s .� I�11. ».�raaaw� . . .. ,.a... ., ,.m�..._ g _._a.._.......�� r 1 h Suffsalk lana iron..mentaal�.onsulti &Inc, apply t&rb latrut rlt .�.� �.�. ray behalf to t:h Town of SoutWd BuildingDepartment for approval as dessalbed herein, Ener"s Signat .. w Owner's Signature � �. Date Thomas Dowling Maureen Dowling Print Ownees Name ie Pri t Aeras Name 2 Glenn Goldsmith, President Town Hall Annex A. Nicholas Kru ski,Vice President 54375 Route 25 p b P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Coy BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 21, 2021 a a ya Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 w "� � ,•.�C�, Bridgehampton, NY 11932.2003 RE: FARTHER OUT EAST, LLC c/o THOMAS & MAUREEN DOWLING 860 RABBIT LANE, EAST MARION SCTM# 1000-31-18-18 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 19, 2021 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of FARTHER OUT EAST, LLC c/o THOMAS & MAUREEN DOWLING applied to the Southold Town Trustees for a permit under the provisions of Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated February 12, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed applications be found Inconsistent with the LWRP, and specifically Inconsistent with the following coastal policy: Policy 4.1 - Minimize losses of human life and structures from flooding and erosion hazards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 14, 2021 and May 19, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, MI M 1 o x Qu Y B WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposed structure, as applied for, is located in a Beach area as per Definitions in Chapter 111 Coastal Erosion Hazard Areas of the Town Code and governed by Section 111- 12D. All development is prohibited on beaches unless specifically provided for by this chapter„ and, NOW THEREFORE BE IT RESOLVED, that for foregoing reasons, and because the proposed action is located within the coastal erosion hazard area and in a Beach area, and because the proposed action is not permitted in such area pursuant to Chapter 111 of the Town Code, that the Trustees deem the proposed project to be impermissible under Chapter 111, and, BE IT FURTHER RESOLVED that for the foregoing reasons, the Board of Trustees DENIES WITHOUT PREJUDICE the Coastal Erosion Permit application of FARTHER OUT EAST, LLC c/o THOMAS & MAUREEN DOWLING to perform the following modifications to the existing structures and property consisting of removing existing propane tank along western side of existing dwelling; remove existing hot tub; remove ±132.0sq.ft. of existing seaward deck and reconstruct seaward deck with steps (minus balcony) for a total of 501 sq.ft. in-kind and in-place; reconstruct/expand existing seaward balcony (inclusive of existing balcony area)for a total of 104sq.ft.; remove existing cellar entrance; abandon and remove existing sanitary system in accordance with S.C.D.H.S. standards; remove existing shed from landward side of existing dwelling; remove existing chimney from eastern side of existing dwelling; and remove ±358sq.ft. of existing northeasterly deck; on existing 1,092sq.ft. dwelling construct a 58.0sq.ft. addition onto northeastern corner; construct a 20sq.ft. pergola with counter under against seaward side of dwelling; construct a 67.0sq.ft. porch along the northerly portion of dwelling; construct a 381.25 screened porch along the easterly side of dwelling; install a new propane tank along westerly portion of property; construct new 50.0sq.ft. basement entry along westerly side of dwelling; install a new IA/OWTS septic system landward of dwelling; construct a 2.5' high (maximum height) by 97.5' long retaining wall along the northeast corner of property; and as depicted on the survey prepared by Gary Benz, L.S., received on February 12, 2021. This determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Very truly yours, 4r— .04" Glenn Goldsmith, President Board of Trustees GG/dd k �t 0 1 I 11 , II BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9882 DATE: MAY 19,2021 ISSUED TO: FARTHER OUT EAST LLC c/o THOMAS &MAUREEN DOWLING PROPERTY ADDRESS: 860 RABBIT LANE EAST MARION , SCTM# 1000-31-18-18 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 19, 2021, and in "+ G consideration of application fee in the sum of$250.00 paid by Farther Out East, LLC_. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the u" following: Wetland Permit to perform the following modifications to the existing structures and property consisting of removing existing Pro ai �tank along western side of existing dwelling; remove existing hot tub; remove t132.Osq.f. > of existing seaward deck and reconstruct seaward deck with steps(minus balcony) , for a total of 501sq•f. in-kind and in-place; reconstruct/expand existing seaward balcony(inclusive of existing balcony area)for a total of 104sq.ft.; remove existing cellar entrance; abandon and remove existing sanitary system in accordance with S.C.D.H.S.standards; remove existing shed from landward )� �N side of existing dwelling; remove existing chimney from eastern side of existing dwelling; and removel zl t358sq.ft.of existing northeasterly deck; on existing 1,092sq.ft.dwelling construct a 58.Osq.ft. addition .w w onto northeastern corner; construct a 20sq.ft. pergola with counter under against seaward side of dwelling; construct a 67.0sq.ft. porch along the northerly portion of dwelling; construct a 381.25 screened porch along the easterly side of dwelling; install a new propane tank along westerly portion of property; construct new 50.0sq.ft. basement entry along westerly side of dwelling; install a new b IA/OWTS septic system landward of dwelling; construct a 2.5' high (maximum height)by 97.5' long ' retaining wall along the northeast corner of property; and as depicted on the survey prepared by Gary Benz,L.S., received on February 12,2021; and stamped approved on May 19,2021. nl r IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these , resents to be subscribed b a majority of the said Board as of the 19th day of May,2021. P Y J ty << � :;;'e IfI4 a A ��$IiC97p 5 FF�� VACPMC4 'r-NAYE� t ip I ir n I e f i w Glenn Goldsmith, President �� Town Hall Annex A. Nicholas Krupski,Vice-President 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino "Tel one( 3�1 765-159 Greg Williams 0065"ga ? r t BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD r, T) 717r, "" M"'. ''. ..:' v,'CIT COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #9882C Applicant/Agent: Suffolk Environmental Consultants Inc. Permittee: Farther Out East, LLC c/o Thomas & Maureen Dowling SCTM#: 1000-31-18-18 Project Location: 860 Rabbit Lane, East Marion Town Board Granted Appeal Approval: September 21, 2021 Date of Expiration: September 21, 2023 Reviewed by: Town Board and Board of Trustees DESCRIPTION OF ACTIVITY: Removal of the existing propane tank along western side of existing dwelling; remove existing hot tub; remove±132.0sq.ft. of existing seaward deck and reconstruct seaward deck with steps (minus balcony) for a total of 501sq.ft. in-kind and in-place; reconstruct/expand existing seaward balcony (inclusive of existing balcony area)for a total of 104sq.ft.; remove existing cellar entrance; abandon and remove existing sanitary system in accordance with S.C.D.H.S. standards; remove existing shed from landward side of existing dwelling; remove existing chimney from eastern side of existing dwelling; and remove±358sq.ft. of existing northeasterly deck; on existing 1,092sq.ft. dwelling construct a 58.0sq.ft. addition onto northeastern corner; construct a 20sq.ft. pergola with counter under against seaward side of dwelling; construct a 67.0sq.ft. porch along the northerly portion of dwelling; ccnstruct a 381.25 s-cFeened porch along the easterly side of dwelling; install a new propane tank along westerly portion of property; construct new 50.0sq.ft. basement entry along westerly side of dwelling; install a new IA/OWTS septic system landward of dwelling; construct a 2.5' high (maximum height) by 97.5' long retaining wall along the northeast corner of property; and as depicted on the survey prepared by Gary Benz, L.S., last dated January 21, 2021; and stamped approved on September 23, 2021. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. GG n Goldsmith, President Board of Trustees DATE(MM/DD/YYYY) AC"RV CERTIFICATE OF LIABILITY INSURANCE 08105/2022 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(les)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). PRODUCERACT Lorena Amoroso NANYpEc Dinegar-Schneider-Reacculgia, Inc. PHONEwl�1t (718)423.1,300 No', 8)423 X75 AIL 25-63 Francis Lewis Blvd M.APPra on E,"sorena ds. - _wom ....... Flushing, NY 11358 INSURER(S)AFFORDING COVERAGE _ NAIL# ...... INSURERAw: IllinolS a ign ............._,..........,-, .�w,�.._........... ... __. ...,_ .... INSURED INSURER B: New York State Insurance Fund ww WILSON HOME IMPROVEMENT INSURER C: .„ _ .. P O BOX 425 INSURER D: SOUTHOLD, NY 11971 INSURER E .. INSURER F; COVERAGES CERTIFICATE NUMBER: 95949715-78197 REVISION NUMBER: 6 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �. INSR AtdDL SUB:R. . ... - POLICYEFF'_ POLICY EXP ILIMITS R TYPE OF INSURANCE POLICY NUMBER ..D A X COMMERCIAL GENERAL LIABILITY CONNY156399824-003 05/20/2022 05/20/2023 EACH OCCURRENCE $ 1,000 000 1"��C'F'I�TEPS CLAIMS-MADE Ex_] OCCUR PREM 6 .,,,,fEa 4rurrenoeL 1 OO OOO MED EXP An one person $ 5,000 . .www._.... PERSONAL&ADV INJURY $ 1000 O� OO^ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2 000000 JEF LOC PRODUCTS COMP/OP AGG $ 2000,000 POLICY F—] OTHER: $ CO I1+IEC3SINGLELiMIT $ AUTOMOBILE LIABILITY (EsaceldenIL__ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS - HIRED NON-OWNED PROPERTY OAkIAE _ AUTOS ONLY _,,,,,,,, AUTOS ONLY Pet a n $ UMBRELLA LU1BOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ ..... DED RETENTION$ $ B WORKERS COMPENSATION 06/13/2022 0611312023 X AND EMPLOYERS'LIABILnY „STATUTE ERPER S ANY - OFFICER/MEM ER EXCLUDED?ARTNIER/EECUTIVE N/A E.L.DISEASE $ 100,000 YIN E.L.EACH (Mandatory In NH) -EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000" B DISABILITY DBL 7167407 11/0312021 11/03/2022 DESCRIPTION OF OPERATIONS/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 THOMAS AND MAUREEN DOWLING ACCORDANCE WITH THE POLICY PROVISIONS. 860 RABBIT LANE EAST MARION, NY 11939 AUTHORIZED REP =SENTATIVE LOR ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LOR on 08/05/2022 at 09:08AM NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 821419183 WILSON HOME IMPROVEMENT CORP 1450 BOISSEAU AVENUE SOUTHOLD NY 119712927 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DOWUNG RESIDENCE WILSON HOME IMPROVEMENT CORP TOWN OF SOUTHOLD 1450 BOISSEAU AVENUE 860 RABBIT LANE SOUTHOLD NY 119712927 EAST MARION NY 11939 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12447092-4 428511 06/13/2022 TO 06/13/2023 10/29/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2447 092-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT WILSON UGNA WILSON HOME IMPROVEMENT CORP ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT' S4 71*1 NE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 533833143 N1w workers' CERTIFICATE OF INSURANCE COVERAGE sTarxir Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured WILSON HOME IMPROVEMENT CORP (631)903-0083 1450 BOISSEAU AVE SOUTHOLD,NY 11971-2927 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 821419183 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 860 RABBIT LANE 3b. Policy Number of Entity Listed in Box"1a" EAST MARION,NY 11939 DBL 7167 40-7 3c.Policy effective period 11/03/2021 to 11/03/2023 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 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/2/2022 By e�" ' (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 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 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By y (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 709774 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in box"3" on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's 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 Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (10-17)Reverse rte► � � �1��/i ZY o C� ,• a. fff; 3 a a f a` CD c m Cp m �-.- C OECD X n' QD mill VJ � m CO � IVAN 0 0 Cr m 0► - � C.4 O I_V N • ' � z C 0 0 = a rn W cn o C m " W CO c G) z CD C rn z . C m o zw m VP ou (� 'ri rw r ,`rY �,' �+ cn"�p w 9 to 77/1 Pel Ma— �w �r 1, 1 BOARD MEMBERS Southold Town Hall 53095 Main Road• P.O. Box 1179 Leslie Kanes Weisman,Chairperson `a Southold,NY 11971-0959 Patricia Acampora QfLJ(� Location: Eric Dantes �� , a Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road (at Youngs Avenue) Nicholas Planamento ,w, � ,, Southold,NY 11971 MIN N, RECEIVED http://southoldtownny.gov Q I�•�� (Tv_ ZONING BOARD OF APPEALS 7 2022 TOWN OF SOUTHOLD °� u' Tel.(631) 765-1809 •Fax (631) 765-9064 `' S ' B wn er I FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 21, 2022 ZBA FILE: 97655 NAME OF APPLICANT: Further Out East, c/o Tom Dowling PROPERTY LOCATION: 860 Rabbit Lane (adj. to Gardiner's Bay), East Marion,NY SCTM: 1000-31-18-18 E 31 A11NA3 LQIS: The Zoning Board of Appeals has visited the propel Ty under con Moderation in this application sand deterruarraes that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 5 11 E01, TIV�;�wm Q ;E.- This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 11, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP D 1 ERMI ��"1'1 ) This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 21, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. This determination is based upon the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. 1. Move existing develoInnerat and structures cts fear a'woyffi-oniflooding and erosion hazards� as practical. Maintaining existing tlevelopment and structures in hazord areas rnoy be warrantedfln- a. structures which functionally require a location on the coast of in coastal waters. The single-family residence does not require a location on the coast. The proposed screen porch to be located 11.5' to the bulkhead is not supported by this policy. According to the Suffolk County Hazard Mitigation Tool, the parcel is susceptible to storm dam age. This area suffered daruaage from "fropic<al Storm Sandy. The coordinator notes the Southold Town Trustees issued a Wetlands Permit 99882 and the Town Board issued a Coastal Erosion Hazard Area Permit 99882C on September 21, 2021 for same proposed improvements within the page 2, July 21, 2022 #7655, Further Out East SCTM No. 1000-31-18-18 Coastal Erosion Hazard Area. Based on the aforementioned documents, the Board has detennined that the action is CONSISTENT with the LWRP.. PROPERTY m_' The subject, non-confonning, 10,266 square feet (3,159 square feet buildable), .236 acre$/DES!('"��..I�m1"ION: ) .23 a . rectangular-shaped waterfront parcel located in the R40 Residential Zoning District measures 133.52 feet along Rabbit Lane, a private right of way, then runs south 82 feet to Gardiners Bay, along a private association beach, then follows the high-water mark 115.35 feet west and returns 91 feet along a residentially developed lot to the west, back to the roadway. The parcel is improved with a two-story frame dwelling with an attached garden shed, substantial `at grade' decking, a hot tub, bulkheading landward of the shore with wood platform/access steps to the beach below and a gravel driveway as shown on the survey by Gary J. Benz, Licensed Land Surveyor and last revised June 23, 2022. BASIS OF ,ICAT1W Request for Variances from Article XXIII, Section 280-124; and the Building p Ins ector's December 20, 2021, Amended January 3, 2022 Notice of Disapproval based on an application for a permit to demolish and reconstruct an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet; 3) more than the code permitted maximum lot coverage of 20%; located at 860 Rabbit Lane(adj. to Gardiners Bay), East Marion,NY SCTM No. 1000-31-18-18. ;''l m,w(mL, "_F t l_L1, 1_ D: The applicant requests variances to demolish (as defined by Town Code) an existing residence with 2,253 square feet of improvements representing 71.3% lot coverage and replace it with a renovated residence with 2,,203 square f ct,of improvements representirig 69.7%lot coverage where the code limits lot coverage to 20% in the R40 Zoning, District and to `reconstruct' the residence mairitaining the existing front yard setback of 9.2 feet where the code requires a minimum front yard setback of 3 5 feet and to maintain an existing rear yard setback of 17 feet, where the code requires a minimum rear yard setback of 35 feet. As part of this action the applicant proposes the following additions and alterations to the existing residence (technical demolition): • Remove existing propane tank along the western side of the dwelling • Remove existing hot tub from seaward side of dwelling • Remove 132 square feet of existing seaward deck and reconstruct remaining structure in kind • Reconstruct and expand existing seaward balcony by 52 feet(104 square feet) • Remove existing cellar entrance • Abandon and remove existing sanitary system in according with Suffolk County Board of Health ® Remove existing shed from the landward side of the dwelling • Remove existing chimney from the eastern side of the dwelling • Remove 358 square feet of decking from the northeasterly deck • Install new IA/OWTS landward of the existing dwelling • Construct porch along the northerly portion of the dwelling; 67 square feet and setback 61 feet from wetlands • Construct screen porch along the easterly side of the existing dwelling; 381.25 square feet and setback 11.5 feet from seaward bulkhead o Install new propane tank • Construct new basement access along westerly side of existing dwelling • Construct addition on the northeastern corner of existing dwelling; 58 square feet setback 66 feet from wetlands • Install 112 linear feet of retaining wall along the northeast corner of the property a Renovate the existing dwelling AI:)Q1ImIONAL�. I'""f %SIA"("��Q : The Coastal Erosion Hazard Line runs parallel to the shoreline and bisects the existing residence in the FEMA designated zone X property. The subject property consists of two parcels;the subject Page 3,July 21, 2022 #7655, Further Out East SCTM No. 1000-31-18-18 bayfront lot known as Suffolk County Tax Map 1000-31-18-18 and Suffolk County Tax Map 1000-31-17-19, a vacant lakefront parcel located opposite the subject property on the landward side of the existing right ofway, When purchased the applicant acquired both lots; it is unknow whether the vacant, lakefront lot across Rabbit Lane can be developed with a single-family residence, however, the applicant, as part of the public hearing and record indicated their intention to 'merge' the two lots and at a later point al.)ply for a penia It to build an accessory garage oil the vacant parcel to service the residence. As a result Of the right of way it is improbable to �rnerge' the lots. The applicant indicated that they would be willing to create covenants and restrictions, to be filed with Suffolk County,acceptable to the Town of Southold Attorney to ensure that the vacant lot Would not be developed with a dwelling. The subject parcel is the beneficiary of Zoning Board of Appeals decision #5957 dated November 2, 2006 granting relief for an addition to the second floor of the existing single family residence. The Board of the Town of Southold Trustees issued wetland permit#9882 on May 19, 2021. The Board of the Town of Southold Trustees issued wetland permit#9882C on September 21, 2021 after the Town Board of the Town Of Southold granted Approval for construction in the Coastal Erosion Hazard Area. During the public hearing no immediate neighbor spoke in opposition to or in favor of this application. However, several neighbors voiced their concerns over the applicant limiting their access and enjoyment to the private right of way known as Rabbit Lane and the footpath access to the association beach that is adjacent to the applicant's property. Of additional concern to the beach access User is the placement of the IA/OWTS sanitary system blower close to that footpath. The applicant indicated they will relocate the vent to another location on site. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law ''267-143)(b)(I). Grant of the variances will riot produce ari undesirable change in the character of the neighborhood or a detriment to nearby properties. The skth,jecl: property is located at the end of unpaved, private right of way adjacent to an association beach and opposite a vacant lot owned by the applicant, Additionally, most of the neighboring residences are older homes that have been substanti,ally altered and updated to reflect current needs and taste. The applicant proposes a technical demolition to their property in Order to update the 11OUS'e. WIAC the applicant proposes the addition of an enclosed, screen porch on the cast side of the residence and Other alterations that may imply an increase in lot coverage,they are actually reducing the existing lot coverage fn'.)m 7 1.3%to 69,71%. Furthermore, the applicant proposes to maintain the existing non-confornling front and rear yard setbacks. 2. Town Law §267-.b,(3)(1))(2). The benefit sought by the applicant cannot be achieved by :501fle method, feasible for the applicant to pursue, other than an area variance. The existing residence is presently sited with a front yard setback of 9.2 feet from the roadway and 17 feet from the rear-yard bulkhead at Gardiners Bay, Excessive lot coverage, including substantial at grade decking, has existed for many years without complaint and is covered by an exiStitic, Certificate of Occupancy; the buildable lot area today would allow the construction of a structure with a maximum footprint of approximately 631 square feet and would be further iMpacted by tile, Coastal Er-osion Hazard Line. Alternatively, the Town Board has reviewed the action and has granted permission for the 'technical' demolition, alteration and addition as requested by the applicant. 3. Town Law§267-I)f3l(bS . The variances granted herein are mathematically substantial, representing 248% lot KJ_ coverage over the allowable 20% for the R40 Zoning District; 74% relief from the code relative to a reduced front yard setback of 9.2 feet; and 51%relief from the code relative to a reduced rear yard setback. However,the applicant Page 4,July 21, 2022 #7655, Further Out East sCTM No. 1000-31-18-18 proposes to reduce the lot coverage from the existing 71.3% and does not propose any alteration to the existing front and rear yard setbacks during i'lie renovation. Since the house is not located in a FEMA designated flood zone (property is classified as Zone X they do not propose any elevational change In height or other disruptive activity and will maintain the existing residential structure and foundation. 4. jLoiNj ,gest that a variance in this residential i�Law�267-b�3b�4 . No evidence has been submitted to snag 'gest will have an adverse impact on the physical or environmental conditions in the neighborhood. "T"he applicant Must comply with Chapter 236 of the Town's Storrs Water Management Code. 5. ,I,own Law §267-b(3)(b)(5). The difficulty has been self-created, The applicant purchased the parcel after the Zoning Code was in effect anal it is presumed that the applicant had actual or constructive knowledge of the limitations on the Use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town LLaw A�� Grant of the reqUeSted relief' is the rnininium action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a renovated residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the conin"unity, RESOLUTION OF'Ljfl,`,,, 3t)ARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for, and shown on the survey by Gary J. Benz, Licensed Land Surveyor and last revised June 23, 2022 and the architectural drawings consisting of floor plans and elevations labeled A-100, A-101, and A-200 prepared by Joseph Fischetti, Jr., License Professional Engineer, last dated October 12, 2021. SUBJECT'1701TIE FOLLOW1 4G CONL)FIFIONS., 1. The installation of a Suffolk County Department of Health approved Innovative Advanced (IA/OWTS) sanitary system. 2. Relocation of the IA/OWTS 'blower' shall be located at a minimum of 10 feet away from the association beach access path. 3. The right of way, Rabbit I Lane, shall not to be blocked in anyway or at any time by construction equipment, contractors, parked vehicles, etc. 4. The association beach path shall not be blocked at any time 5. The applicant shall maintain a construction fence at the perinieter of SCTM: 1000-31-18-18, during the conStRIC6011 period ensuring debris and equiptilent, etc. renlain, on site, which shall be removed prior to Issuance of the final Certificate of Occupancy, 6. The proposed screen porch on the east side of the residence shall remain unconditioned and without enclosure of any kind other than 'screening'. The porch is to contain minimal electric and no plumbing. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board ofAppeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building.nspect-or's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Am,deviavionfirom the survey, site phlin eindvor architectural drawings cited in this decisic)n will result in dela.Ys andlor a possible denial by the Building Department of a building pennit, and may require a new application and public hearing before the Zoning,Board of Appeals. C, Page 5,July 21, 2022 #7655, Further Out East sCTM No. 1000-31-18-18 Any deviation frons the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconjbrmities under the zoning code. This action does not authorize or condone any current or facture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS 1`H1 PROPERTY OWNER'S RESPONSIBILITY TO EN,' IJRE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) ............ L,o�lie'Kanes Weisman, Chair-person Approved for filing Y //'; / '—,- /--- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY(a Stony Brook,50 Circle Road.Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 wvvw.dec.ny.gov a i Ii July 29, 2022 � Farther Out East LLC � CIO T & M Dowling 1999 McKinney Ave, Apt 1201 Dallas, TX 75201 Re: Permit No. 1-4738-02375/00013 Facility: 860 Rabbit Ln, East Marion SCTM# 1000-31-17-19 & 1000-31-18-18 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 Panicola Environmental Analyst Trainee 1 cc: Suffolk Environmental Consulting Inc., BoEH, File evwrx ry JEO Ir nttetttat girt* u�� Ettvironrtteitt�1' Conservation i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02375 PETIT Conservation Law (EC .. . .......... _. ..www__._ �.. Under the Environmental Co� _m m�mm Permittee and Facility Information Permit Issued To: Facility: FARTHER OUT EAST LLC FARTHER OUT EAST LLC C/O T& M DOWLING 860 RABBIT LNISCTM# 1000-31-17-19 & 1000- 31- 18-18 1999 MCKINNEY AVE APT 1201 EAST MARION, NY 11939 DALLAS, TX 75201 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEIIAMPTON, NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 724.007 NYTM-N: 4556.046 Latitude: 41°07'29.4" Longitude: 7219'53.6" Project Location: 860 Rabbit Ln, East Marion SCTM# 100031-17-19 & 1000-31- 18-18 Marion Lake Authorized Activity: Construct an addition, a screened porch, front porch, balcony and basement entrance to an existing dwelling, remove a deck,reconstruct part of deck, install a gravel driveway and garage, remove an existing septic system and install an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS). All work must be done according to the three page plan, page 1 prepared by Gary Benz, last revised 6/14/2022,page 2 prepared by Suffolk Environmental Consulting Inc, last revised on 6/17/2022, and page 3 prepared by Joseph Fischetti, last revised on 3/15/2021, and all stamped NYSDEC approved on 7/29/2022. Please note, the property landward of the Iunctional bulkhead greater than 100' in length constructed prior to August 20, 1977 as shown on the survey prepared by Van Tuyl & Son last revised 8/16/1967 is beyond Article 25 (Tidal Wetland)jurisdiction. VAP Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-02375/00013 New Permit Effective Date: 7/29/2022 Expiration Date: 7/28/2027 Page 1 of 6 In NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02375 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: SHERRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Br Aoh' NY 11790 -3409 Authorized Signature: ' mmIT Date _ L � ,__ .�..�..... �� .. ._.�.... Distribution Li�_��.� ... .m.,. st SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat Marine Habitat Protection File Victoria Panicola Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 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�+ 1�T.. F!ti F Af In n4 AQ 1� -wo nrir.r fn nnlr n�annnn�Pnf nf�fhe/lrn ect the permittee . Motile of 'Cofmmencenient r->,114aOL TV 11VLua JJ.... LV VW........--ne—of Y�v�vv., a per.._.tt 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. 3. 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. Page 2 of 6 ft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02375 Such approved plans were prepared by Gary Benz, last revised on 6/14/2022 (page 1), Suffolk Environmental Consulting Inc, last revised on 6/17/2022 (page 2), and Joseph Fiselietti, last revised on 3/15/2021 (page 3), and all pages stamped NYSDEC approved on 7/29/2022. 4. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 5. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 6. No Equipment in Wetland Heavy equipment, including bulldozers, backhoes,payloaders, etc., shall not be operated within the wetlands. 7. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20) shall be staked along the proposed limits of clearing and ground disturbance as shown on the approved plans. 8. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. h. Maintain Silt Screen The screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. to. Clean Fill Only All fill shall consist of clean soils sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials i.oxic to aquatic life is expressly prohibited. 11. No Grading Soil In Wetland During the grading or sloping operation, soil shall not be placed in or graded toward the wetland. 12. No Fertilizer after Plants Established Fertilizer may only be used to aid in plant establishment during the first growing season following planting. Fertilizer may not be used in subsequent years. 13. Equipment Storage 100' from Wetland, Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 14. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 15. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting hom this project shall be seeded with an appropriate perermial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. Page 3 of 6 As NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02375 16. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 17. Area Planting Specifications The proposed revegetation area shall be planted with native trees, shrubs, and grass seed mix and remain to grow in naturally and undisturbed as follows : as shown on the approved planting specifications plan. 18. Buffer Demarcation A permanent 4'high post-and-rail fence must be installed along the edge of the existing edge of vegetation and the revegetation area to distinguish the developed area from the buffer to remain natural and undsiturbed. 19. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of 1/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of UA OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water- I lomeowner section at: Overview of Provisionally Approved Technologies. 20. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS) permit issued for the system. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. 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. 23. 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. Page 4 of 6 g NEW YORK STATE, DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02375 24. 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 Permits. 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 hermit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -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: Freshwater 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; b. failure by the pennittee to comply with any terms or conditions of"the permit; Page 5 of 6 IS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MW Facility DEC ID 1-4738-02375 c. exceeding the scope of the project as described in the permit application; d. newly discovered material irdbrmation 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. b. 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 Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the pennittee'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 ights-ofway 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 O� � U o a) C C u, Q .U) � O Q OAC i :3 O W ?O� C += L d V CO E Q .� O O O +- O (CS w c o o �.� C: p O -� c ;� Eh c=n O N o c M E (6o N v p—O. co L ,o C/) aIM ALni con 0 c 0 41 O O V E r- -0 Cj Q WC) v CU o Q W o 0Z) � L c 100-i-Q 0 O i •C CIO ~ •� w o N o 6 0 ci O LL O o 0 w � o � v �, z 4- p L- OC M' N +1 a) O O a-- U) L. .� N -1--+ Q ,� O N, i � C O N DO SO N � c� •� :3O m o CL a) ,o cn a) c j O �- o Q :'= a) z o ;t! '" F- Q U N C a w NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631444-0272 Bureau of Ecosystem Health-NYSDEC E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER:; EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions,The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DA'f1E THIS NOTICE MUST BE SENT TO THEABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND IOR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X X X NOTICE OF CO LETION OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Bureau of Ecosystem Health-NYSDEC E-Mail:dee.sm.RIMHP-BEH@dee.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans.(Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK ANDIOR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 4 BEDROOMS FUJI CLEAN CEN-5 = 450 GPD CL LEACHING Z [4] 3' DEEP LEACHING GALLEYS w o [2] 3' DEEP EXPANSION GALLEYS z 0 mwbmw 0 N DOWLING NEW "0 LT O (D H WALE GO WALL do 0RABBIT LL F0 — CMO %SHERS MARION ,EAST wO 0 m C # 1000-31 -118-18 a o AREA FOR HEALTH DEPARTMENT APPROVAL STAMP DAFE10/5//22 it E=. NO .., , R-21-0755 W w. .... W FoR MAXIMUM BEDROOMS w.r. ��wimm�murmurcun�xur��rc�iamiwanwwia�r,�.rza iiw;n�mwuim�.ww,�auwnrcvm�aumu^sawvuno�uwnrwwuvm Av r Approved lire Accordance w'ft rr ci e 6, Sectfon 0-614§ IF of th Suffolk County Sanftary Code ETA I L DRAWN BY: JF/JP MAY 12, 2021 SCALE: AS NOTED I IDS t...E VE I....ER SHEET NO: �i J � a �. Z O 0 W d O J N OO Z N UIQ O EjN / dOQZ 1 \ C} Na- OF Ilk OR ,, cl 9 a <w w p x a w w C7 u�c, 'AA v,S.SS,Gy w,y ., p.•y. ./�, n d `v b6 S \ S �Cwt. � `w '�'�'�`_ '• °.�� o-�`�r�2 `moi ��'��P.S' w.� ,,, \ off• �� Y 4 , LP P 05, flag CID w ,y�be 72 5� \ ) ani � f„ � �? � ,,., i� r,��ti ��' :�y •.� ,��<��i \\ x° JA Cld b Ip 0 THE AREA OF THIS PROPERTY IS 10,266 S.F. OR 0.236 ACRES ALL ELEVATIONS SHOWN REFER TO NA VD 88' DATUM COVERAGE CALCULATIONS h ALLOWABLE COVERAGE IS 2,053 S.F. (20%) § COVERAGE IN 1999 WAS 2,298 S.F. R� EXISTING COVERAGE IS 2,287 S.F. LIV�Lr-i34� 1 PROPOSED COVERAGE IS 2,287 S.F. z �` w WETLANDS'\ ,+ FRESHWATER WETLAND BOUNDARY-1 ✓' AS DELINEATED BY 7 SUFFOLK ENVIRONMENTAL ONSULTING INC.612312020 b ! ly 1 FLOOD ZONE l COASTAL EROSION HAZARD LINE s.o3A�u I 11P +'1L ''' MAP No.290 19 MIXED SAND ' PROPOS® OYVTS 6 /ti I I� SANITARY SYSTEM. ; 6 � W SEE ENGINEER'S PLANS a BROWN FINE Drb FOR DETAILS. -2.— WATER rr B.. ' O v SANITARY SYSTEM SETBACKS: i 0.83 OWTS TO GARDINERS BAY A2' ,``'' WATER IN OWTS TO NORTH WETLAND 76' –' ,�p�' BROWN AND PALELEACHING GALLEY TO GARDNERS BAYS 5S' 4'" &'y y FLOOD L BROWN FINE LEACHING GALLEY TO NORTH WETLAND ZONE SANDS EXPANSION GALLEY TO GARDINERS BAYS 60' EXPANSION GALLEY TO NORTH WETLAND --8.97 g, ./, E`^ 0.•`"4-C'4 ✓,• TEST HOLE INFORMATION �c D'" � Nig + w M DONALD OCTOBER 26,,2020 E WATER ENCOUNTERED 5.1' Opp ��2 N:zAD, gE,kC G''NQEG 0 NPtL a W- BELOW SURFACE4 tg 51.4'' /r( � sK, A© 1SRecltb J Tn r cR e a ems° .y �•�. p��'�A9E� Atik P n,% P z Y ti y � �°w cp.,- / 2© 1 V. ✓ a p p ` RAN f 1"1 " 1�.5tf @ a e-7 0NwG�o "0'-& 6P IN a Zf' FLOOD ZONE EXISTING PROPOSED i °wF.,,,x1 ,°sz sF A�Awxc I.—IF ' vro°°°E(]'/MIFI,W—BALCONY k.1-1 1-'sF. WO°°DECK/sRvS,xixus enLCoxv BALCONY Sx sF. 84LCONv ,O4 S.G. ....- T.B.R. = TO BE REMOVED NCS aLx 1N S pS 5 A NE.° Sa Il I.1°11—S 1-1 Sour"11 A°CK"E.° "SF. FN°"T'°A`" ,a;F.F. REVISED PROP. & ITEMIZED COVERAGE 112112021 CERTIFIEDT0: FR�,E="E° -- A`" � •CE-A—ANCE K.. 9nIN TF IE 5°I" ADDED PROPOSED SANITARY SYSTEM 111812021 Thomas Dowling •1111- °S`°--- REVISED PROPOSED 1211812020 Maureen Dowling °A°—r""A°°"°°"°AE'E 'S E'N °*u m. s.E, ror> zcs 5.c I PROPOSED REMOVAL OF HOT TUB 1111712020 or f—DED A CI—E CaC uAOHS x1rIN— <°xEx.C.<aCCxan«S REVISED FLOOD LINE 1013012020 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. NO. 1000 — 31 — 18 — 18 SURVEY OF: DESCRIBED PROPERTY GARY BENZ L.S. SITUATED IN: EAST MARION TOWN OF:SOUTHOLD Surveying and Land Planning 527—B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 71912020 JOB NO. G20-5879 SCALE: 1" = 30' GaryBenzLS®Yahoo.com j (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY 1S A VIOLATION OF SECTION 7209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL 1F ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. THE AREA OF THIS PROPERTY 15 10,266 S.F. OR 0.236 ACRES E C E p�� U V E ALL ELEVATIONS SHOWN REFER TO NAVD 88' DATUM SEP 2021 COVERAGE CALCULA11ONS W ALLOWABLE COVERAGE IS 2,053 S.F. (20%) Southold Town t COVERAGE IN 1999 WAS 2,298 S.F. FBoanialf7nasteeS EXISTING COVERAGE IS 2,287 S.F. • -� PROPOSED COVERAGE IS 2,287 S.F. Y � ARD r r?USTEES -'r A� WETLANDS TOWN OF SOUTHOLD,- 1\ � r Esr wAS D INEA F cD aouan a r f as NMEN AI BY N '7 DATE sDE xrow�ave ENrAc covsucn c,INC A ! FLOOD 1 ZONE 1 A l �, ✓ >`—cDAsiAL E� 1 d II nt•?� p f f f EROSION qqq,��( d ''y-A HAZARD LINE FLEV N 6 ,�qs f r MAP NO.29. W� MIXED SAND h 1 I •7" LOAM PROPOSED OWTS / BROWN FINE SEE SYSTEM . SEE ENGINEER'S PLANS SAND FOR DETAILS. WATER - \ IS % ELEV SANITARY SYSTEM SETBACKS: y� OATS TO GARDINERS BAY 42' r Y T \ M WATER IN OWTS TO NORTH WETLAND 76' -�'" �•"� � 'Or /" 6 BROWN AND LEACHING GALLEY TO GARDINERS BAYS 59' �* �{7 r Cly FLOOD PADSBROWN FINE LEACHING GALLEY TO NORTH WETLAND 56' !, ` ZONE y SAND, EXPANSION'GALLEY TO GARDINERS BAYS 60' EXPANSION GALLEY TO NORTH WETLAND 55' -6.97' TEST HOLE INFORMATION MCDONALD GEOSIENCEC20 p ' 0 OCTOBER 26, WATER ENCOUNTERED 5.1' 4a t, lAh aN1�4- C,a- s, p, 4 D,4 S�,sNO�eh Tn BELOW SURFACE Y`5 Ib SOo �`��•vv � PR°R 0e '�J��..'"-0 yw'f��''C��ati�'..ova VN,�p` ,,p' �e,�a� �i.+. "'"��.�MNr� vy �'T q'.�ynt1°`o � � .dv^ � �'✓ pNwH t�'� r. o PO r q ° , a° �Ddu• C)'r. ,mowryp J' FN aha 12 Gid vo FLOOD qa ZONE EXISTING PROPOSED , cc"is,cvs, cm„„ev wi"us e-. 1.1 Sl T.B.R. = TO BE REMOVED S-1 3x .. o„Y 3<s,F. wr000 aroma”"a STEPSsam or eui""cno 3<s r xvoo usosu a srt"s swm ac aur"„c.o a SF.. SA n •`"°"T Smaxl sa. "� '�„r” 2027 61 '` REVISED PROP. & ITEMIZED COVERAGE 1 21 CERTIFIEDTO: .—s„Eo ,o,=.F. SOS-10—„ a,s” / / ..-0—0' so s,F' ADDED PROPOSED SANITARY SYSTEM 1/1812021 Thomas DowlingREVISED PROPOSED 1211812020 Maureen Dowling a"°-"„`T"„"s o„""S' -- PROPOSED REMOVAL OF HOT TUB 11/17/2020 TOTAL x.:.,s.F To..� x.=aT s,a REVISED FLOOD LINE 1013012020 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE S.C,T.M. N0. 1000 — 37 — 18 — 18 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: EAST MARION TOWN OF:SOUTHOLD Surveying and Land Planning 527—B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 719/2020 JOB NO. G20-5879 SCALE: 1" = 30' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES ANDIOR EASEMENTS OF RECORD THIS SUR VEYiS A VIOLATION OF SECTION 7209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL :F ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW, NOT BE CONSIDERED TO BE A VALID TRUE COPY �i Asscssops WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS. No. Date Issue Notes GENIERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1 5/6/2021 SCHD-PERMIT 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING 2 10/12/2021 BAAPPLICATION JOINT DESCRIPTION NOTES BUILDING USE 3 0411412022 MEETING PROGRESS When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING SEE PLANS 3 04115/2022 BUILDING PERMIT in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT ( ) CONSTRUCTION NOTES. TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTALSQ. FT. OF CONSTRUCTION (SEE PLANS) 5 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 NYS RESIDENTIAL CODE,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS Ownership and Use of Documents: State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE - AS PER FLOOR PLANS,CROSS SECTION, DETAILS,AND GENERAL NOTES These drawings and specifications including the ideas and arrangements represented therein, construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL are the property of the architect. No part therof sound and a weatherproof con leted product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE shall be copied,disclosed to others or used in P P p connection with any work or project other than OVER PARTITION 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: PER -SBC LAP NAIL for which they have been prepared without the COLLAR TIE AS PER meets current federal,stale,county and local codes,ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TABLE 3.4 EACH FACE expressed written consent of architect. These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL Error or Omissions in the drawings which are should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE clearly necessary for the completion of the work TO RAFTER END NAIL or its appurtenances shall be considered to be accordance with table 3. . included work although not directly specified or 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END shown in the drawing. (DO NOT SCALE DRAWINGS). First WALLASSEMBLYTO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL - First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift DO NOT SCALE THE DRAWINGS.If a 4).The designer 9 ner has not been engaged 9 P ed for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: dimension is needed that does not exist on the responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under NAIL NAIL ravings,contact the architect for additional information. construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) Drawing Legend specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL _ _ _ _ P p P P anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION _ _ _ _ _ Wall To Be Removed 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE Wall To Remain INTERSECTIONS 4-16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE New wall 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE New Foundation Wall or exceeds manufacture's specifications and applicable codes. Type I exterior shear with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ------- Lines Above p pp STUD O.C. NAIL S .: attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c. in the field, and FIRE PROTECTION ym SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. --"'-'-'-- Lines Below 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE &CO2 DETECTORS ® 101 Door Tag in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN NIA-STANDARD STICK FRAME CONSTRUCTION 101 Window Tag 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 q g _ 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: section x, FOUNDATION NOTES. )yp requirements appropriate BOTTOM PLATE TO: '` '` -1 sheet a- Type II exterior shearwalls shall meet the re uirements of table 3.15a-b times the a ro riate FLOOR JOIST, BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Detail Tag length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Elevation Tag determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Interior Elevation Tag 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY, SPACING NOTES MODERATE SLIGHT TO xx 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. MODERATE HEAVY MODERATE 17 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE �-- ~ Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar, 18"long at 12"o.c..Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON " W of 5).All concrete to be 3001)p.s.i..Concrete slabs to be TO JOIST END NAIL @ 6 O.C. 8d COMMON @ 6 O.C. SEE NOTES: �- W >- poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: Z Z BLOCKING TO: EACH TOE " SEE NOTES: 1 (BOTH FIELDS) ~ _ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3- 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W (D 0 'Cl' 6 maximum lifts(layers). P p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON Z _J � along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ 4 O.C. 8d COMMON @ 4 O.C. SEE NOTES: 1,3 = W 0 rn 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL V � 'r N 8x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES Q LO DECK AND COVERED PORCH NOTES. JOIST ON LEDGER 3-8dCOMMON PER TOE U) Z 0 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACID pressure treated lumber. BAND JOIST PER END _ O 0 ~ r� All fasteners, hangers and anchors to be galvinized or stainless steel. 3- 16d COMMON V" W � � the below grade portion of exterior walls prior to backfilling. 9 g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, _ W c� BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMON 0 X ) g q y SILL OR TOP PLATE FOOT SEE NOTE: Girders on concrete piers shall be anchored with proper steel connectors anchored Ix 0 FRAMING NOTES into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. ROOF SHEATH C7. 2).Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W p- m For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. W 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"A2"A2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8tl AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL •t, otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES: 1,3(BOTH FIELDS) �;� .,"`;, where needed. GYPSUM 7" O.G.EDGE 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4). Unless otherwise noted ,all bearingwall headers to be(2)2x10#2+BTR. Doug. Fir. 5d COOLERS NOTE:2 FOR PANEL FIELD a R� '�, "� • WALLBOARD 10"O.0 ,FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE: 3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: Bearing wall window sills shall also have 2 window sill plates for 2x4 wall NOTES �, openings. Be g ( ) P 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicalble. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON ) 9 9 q anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. 7/16"OSB 6d COMMON 3"O.C..EDGE PROJECT MANAGER: 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"0.C. FIELD 2).Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with Es ra Oman Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.,C . FIELD 7). Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ASSOCIat@ A.I.A other access openings unless otherwise noted(typical). Sag Harbor, New York, 11963 3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL tel 631 833 4416 esra@ozcanarch.com JOINT DESCRIPTION 1).PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPINGAT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. www.ozcanarch.com 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS V D.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF D OW L I N G NOTES: NYS Residential Code provided to FIRE all con NG REQUIRED RESIDENCE under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 860 RABBIT LANE, 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebiocking in walls constructed EAST MARION, NEW YORK 11939 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Date : 09/15/2022 " 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural O VERIFY MOVE EXISTING ND G SOIL CON ITIONFILLAS NEEDED. p g Scale : As Noted adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Note: 11 x 17- one half noted scale over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2) COMPACTION ER F NEW D AND D FILL SHALL BE AT LEAST COMP THE PROCTOR under stairs shall comply with current N.Y.S.Residential Code, 1).All electrical to be installed as per N.Y.S. Residential Construction Code. DENSIT 12"(PER Title SOIL (TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13).All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BYA PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. pp pp ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebiocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. GENERAL NOTES to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot -16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 - , DWg. NO. torch down type material over. and R315 of IRC. `,; `�: r' - �.I'r. . • ' 16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS To BE HB&G ;;, 4 A-0 0 2 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP N 0 1 t AND BASES.USE WITH FLASHING CAPS TO COVER TOP WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT KING STUDS 5 ENDWALL RAFTER WALL STUD pwnership and Use of Documents: 0 CRIPPLE STUD BOTTOM PLATE These drawings and specifications including the o ideas and arrangements represented therein, o RIDGE LEDGER BATHTUB are the property of the architect. No part therof HEADER shall be copied,disclosed to others or used in DOUBLE JOIST connection with any work or project other than for which they have been prepared without the SIDEWALL RAFTER expressed written consent of Architect. JACK STUDS Error or Omissions in the drawings which are FLOOR clearly necessary for the completion of the work USP NUMBER DESCRIPTION APPLICATION or its appurtenances shall be considered to be HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS included work although not directly specified or 1ST. ADSfi ANCHOR TO FOUNDATION W/ANCHOR BOLTS shown in the drawing. BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER I DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR DO NOT SCALE THE DRAWINGS. If a 2ND. ADS5 HOLD DOWN BOTH BOT,PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP PPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL, dimension is needed that does not exist on the ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE HE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC drawings,contact the architect for additional information. WALL STUD Drawing Legend THROUGH-ROOF EXHAUST VENTS SELECTED AND = Wall To Be Removed LOCATED BY CONTRACTOR Wall To Remain CRICKET AT TOP-SIDE OF VENTILATION CHANNEL '�""-'—' New Foundation Wall METAL STRAP AS REQUIRED New Wall RIM BOARD CHIMNEY RAFTER ____—_ - Lines Above SILL PLATE(S) WALL SHEATHING :: RAFTERS MAINTAIN ----------- Lines Below VENTILATION WOOD JOIST SIDEWALL FLASHING toy Door Tag FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALLAND MOISTURE 2x4 LEDGER BLOCKING tpt Window Tag BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A Section X, AND ALL WINDOWJDOOR OPENING JACKS TTUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA '�'- -7 Sheet A-XXX FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER Detail Ta THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER � - g INSTALL 4'0"O.C. SHALL BE COVERED WITH CORROSION- --CONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH l ONTIN.SOFFIT/EXT.PLYWOOD Elevation Tag ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE Interior Elevation Tag LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO " 4xx ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL • ON ALL OPENINGS KEEP ROOFING NAILS OUT W ` OF FLASHING 2ND,FLOOR WAIL � ROOFING LAPS BASE FLASHING 4 INCHES RAFTER W Z z BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME �-- EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W �' _J -- SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z - Lo SHINGLES AT BASE MIN.4 INCHES THROUGH VENT Z J 0 N WOOD JOIST Z D C.0 Cn op � TOP PLATE GIRDER/HEADER u' W CO SIDE WALL FLASHING LL_ 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 48"OC WOOD JOIST LL- AND ALL WINDOW/DOOR OPENING JACK SUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD O X FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS O W 00 INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION r ) 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATON PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2"ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0 �. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS � 8"••16" MSTA48 1-1148x48"16ga.STRAP AND JACK STUDS ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF R SHRINKAGE.&REDUCE BUMP OUTS PLATES TO EACH STUD ® DBL.SILL PLATE A °, In�r�yP yet t �•y, SILL GASKET WOOD JOISTS ' TERMITE SHIELD SUBFLOOR. r TYP.CONC.FOUNDATION ^ CONC.SLAB GASKETNE 2x6/2x8 CONTINUOUS WOOD PLATE6 MIL. DAMPPROOF EXTERIOR GRANU ARLFILL ' BOLTED TO STEEL BEAM WITH '�0, ct.?' 6MIL POLY ON EXTERIOR �' \. 1/2"DIA. BOLTS @ 48"o.c.STAG. ' 'o�EsV 1;" V STEEL COLUMN ^ _ `�`�zrr ROOF JACK p CONC.SLAB ° ° A 'o - � �/ I I � \ STEEL BEAM % ANCHOR BOLT EMBEDMENT COMPACT FILL a aoo° =p BLOCK POUREWLL:CONCRETE:7 TOP AND BOTTOM PLATE PROJECT MANAGER: v ° a L FLASH NG ATOOFING PS WITH 1/2"x 6"ANCHOR BOLT KEYWAY FOOTING ° \ CO�SC.FTG. o Q o G o " Esra Onan USE WITH 3x3 SQUARE WASHERS 112 GROUT -'� �- �\ - SIDES AND TOP oo ; ��g•gam°oho ° a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR " 3"STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION FOUNDATION 5/8 DIA.ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) Associate A.LA SILL PLATE TO FOUNDATION ROOFING AT BOTTOM Sag Harbor, New York, 11963 CRAWL SPACE OR FOUNDATION 1 STORY 72"OC g SILL PLATE FOUNDATION TYPICAL BEAM DETAIL tel 631 833 4416 esra@ozcanarch.com TYPICAL NEEDED FOR STRUCTURAL BRACING.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL/BOTTOM BEARING WWW.ozcanarch.com WHERE NEE ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS&VENTS DETAILSLAB-ON-GRADE D OW L I N G rSUBFLOOR RESIDENCE CONC.SLAB DOOR FRAME 6X610/10 WWM GARAGE JOIST COMPACT FILL DOOR r USE 2X8 G STEEL BEAM 860 RABBIT LANE, FOR BLOCKOUTF_ EAST MARION, NEW YORK 11939 - 4"SLAB P.T.PLATE W/6X6 WMM SLOPE Date : 09/15/2022 4"DRIVEWAY NOTCH JOISTAND ADJUST HEIGHT 1/2"AIR SPA E < ° ° 71/2"< (WITH A NAILING PLATE IF NEEDED) Scale : As Noted AT END AND ° a TO BE APROX.1/2"OR HIGHER THAN ES OF WOOD o , `� ° ° ° ° n STEEL BEAM TO ALLOW FOR SHRINKAGE Note: 11 x 17- one half noted scale _GRADE og a o a c ; ^ BEAMS I I- -III i I-I I D,° D _ -- _ _ _ a a P (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 0 0 6X6 W.W.M. ° =i Tale 12" - a a a e D ° I= I—III-1 I I-1 I MIN. �, ° c o ° c ,� o ° a , i—i SUBFLOOR a a n ° ``�NOTCH EQUALS 1R/4 DEPTH OF BEAM RED-MAXIMUM III` D D- ° ° o° 111= _ � CONSTRUCTION DETAILS a REINFORCING BAR REINFORCING BAR -III ° a ° •o > III 1 II I I JOIST DRAIN TILE ,g oo.�— ►-I o " c 3 �o o II a L '° ° a " �� SHEET METAL/30#FELT UNDER BEAM AT POINT I( A ° ° i STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC.BLOCK11 1-7 iT 3" PLATE(BOLTED TO BEAM) Dwg. No. TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �\ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT A-003 BEAM POCKET No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 Ownershio and Use of Documents: DOOR SCHEDULE These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in OPENINGS MANUFACTURER MODEL NO. TYPE HARDWARE U-FACTOR SGHC GLASS & DIVISIONS REMARKS fo which they have been prepared without he N O� expressed written consent of Architect. Unit Width Unit Height Error or Omissions in the drawings which are 100 TBD. TBD. Swing Simple 314" 7V TBD. As from On elevations clearly necessary for the completion of the work or its appurtenances shall be considered to be 101 ANDERSEN TBD Slider 5'11 1/4" 6'10 313" TBD 0.25 0.30 DOUBLE PANE,ARGON FILLED, LOW E TENPERED included work although not directly specified or 102 N TBD. Slider 1411" 810" TBD 0.25 0.30 DOUBLE PANE,ARGON FILLED, LOW E TEMPERED shown in the drawing. 103 RSEN TBD. Bi-Fold 16719" 87 TBD 0.27 0.30 DOUBLE PANE,ARGON FILLED, LOW E TEMPERED DO NOT SCALE THE DRAWINGS. If a " " dimension is needed that does not exist on the 104 LE TBD Swi Si a 2'4 6'8 CTIJ drawings,contact the architect for additional TRUSTI 105 TRUSTILE TBD Swing Simple 2'6" 618" TBD information. 106 TRUSTILE TBD S\Mnq SirrIle 2'6" 618" TBD Drawing Legend 107 TRUSTILE TBD SWing sirroe 2'0" 618" TBD 109 TRUSTILE TBD B-fdd Bi 5'0" 6'8" TBID _ _ _ _ Wall To Be Removed 200 ANDERSEN TBD. Slider 8'0" 6'11" TBD 0.25 0.30 DOUBLE PANE,ARGON FILLED, LOW E TEMPERED Wall To Remain New Wall 201 TRUSTILE TBD. Pocket B-part 4'6" 618" r New Foundation Wall 202 TRUSTILE TBD Pocket SnIJe 218" 6'8" TBD `~ Lines Above 203 TRUSTILE TBD SWing Simple 218" 68" TBD ----------- Lines Below 204 TRL SDLE TBD Bam 216" 618" TBD 101 Door Tag 11301 ANDERSEN TBD. Swing SnlJe 32" 618" TBD Window Tag SP01 CUSTOM CUSTOM Swing Simile 2'6" I7'0" TBD Sawn Match to Screw Porch Section X, SP02 CUSTOM CUSTOM Swing Simple 31 12" 17V TBD Sawn Match to Screen Porch ��'' � Sheet A-XXX Detail Tag AW t.: 0 Elevation Tag WINDOW SCHEDULE 404XX Interior Elevation Tag NO. MANUFACTURER MODEL NO. TYPE FINISH R.O. WIDTH R.O. HEIGHT GLASS & DIVISION U-Factor SHGC REMARKS 101 ANDERSEN ANDERSEN Double Hung WHITE 2'5 1/2" 37 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 W r 102 ANDERSEN ANDERSEN Custom WHITE 7'5 1/4" 5'3 1/4" DOUBLE PANE ARGON FILLED LOW E 0.22 0.30 104 ANDERSEN ANDERSEN Awning WHITE 2'3 1/4" 23 1/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 = w 105 ANDERSEN ANDERSEN Custom WHITE 7'5 1/4" 5'3 1/4" DOUBLE PANE ARGON FILLED LOW E 0.22 0.30 Lu z 106 ANDERSEN ANDERSEN Casement WHITE 2'3 1/4" 37 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 EGRESS z 107 ANDERSEN ANDERSEN Double Hung WHITE 2�5 1/2 of 3,7 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 W (D � � 108 ANDERSEN ANDERSEN AwningWHITE 23 1/4 2'3 1/4 DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 = J O= N 110 ANDERSEN ANDERSEN Custom WHITE 6'0" 3'11 1/8" DOUBLE PANE ARGON FILLED LOW E 0.22 0.30 (� Q f- In 200 ANDERSEN ANDERSEN Awning WHITE 2'3 1/4" 2'3 1/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 z Z) co 201 ANDERSEN ANDERSEN Custom WHITE 4'11 1/4" 47 1/4" DOUBLE PANE ARGON FILLED LOW E 0.22 0.30 EGRESS O O 202 ANDERSEN ANDERSEN Double Hun WHITE 2'5 1/2" 3'7 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 I'i' W co 203 ANDERSEN ANDERSEN Double Hung WHITE 2'5 1/2" 37 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 = U- co 204 ANDERSEN ANDERSEN Double Hung WHITE 2'5 1/2" 37 3/4" DOUBLE PANE ARGON FILLED LOW E 0.24 0.30 O X 206 ANDERSEN ANDERSEN Bi-parting Casement WHITE 6'0" 3'11 1/8" DOUBLE PANE ARGON FILLED LOW E 0.22 0.30 U,J a m 207 1ANDERSEN ANDERSEN Casement WHITE 23 1/4" 3'11 1/8" DOUBLE PANE ARGON FILLED LOW E 0.22 10.30 (n 0 q r tC s:. 3"Vent Thru Roof ROOF MASTER BATH. PROJECT MANAGER: --.2„--;---- Esra Oman 1 11/2" 1 1/2"1 1 1/2,, 2" 1 2" 1 LAv. LAv. Associate A.LA u s oWE 2ND FLOOR Sag Harbor, New York, 11963 tel 631 833 4416 esra@ozcanarch.com 1 v2 3 1 1/2 2 2 www.ozcanarcch.com KITCHEN BATH#1/LAUNDRY �- "----T___T-_-_ POWDER RM. DOWLING 2"--r--- ,----- ---- I li 1/2" I 1 I RESIDENCE 1 1/2" Ii 1/2" 12" 2" SIN I �� 1 1 I 2" 1 1/2 I 4"MAIN WASTE LINE 1 LAv. LAv. SLOPE 1/4" PERS T. W 1 W.C. DW W.C. s wE r--------I F.A.I. 1ST FLOOR 860 RABBIT LANE, 3" 11/2" 2" 2„ 3" EAST MARION NEW YORK 11939 2" 3 C.O. 11 Q, Date : 09/15/2022 CONNECT TO Scale : As Noted APPROVED Note: 11 x 17- one half noted scale SANITARY SYSTEM Title SCHEDULES Dwg. No. 04cLAaUe ING RISER DIAGRAM A-00 No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 Ownership and Use of Documents: These drawings and specifications including the REMOVE ideas and arrangements represented therein, - are the property of the architect. No part therof EXISTING shall be copied,disclosed to others or used in I DECK connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are \S - - clearly necessary for the completion of the work __ -__pN• % ❑ or its appurtenances shall be considered to be I pp - --.------- ---- ,- : -- I included work although not directly specified or shown in the drawing. BU�K�EPO - I DO NOT SCALE THE DRAWINGS. If a 0\S1\NG -- --- --- -- - I dimension is needed that does not exist on the - - - -- drawings,contact the architect for additional - 9 � T"I information. Drawing Legend I I I +1-23'-6 3/4" +l 1 T 2" - - ----- - - -- -- - +1 25'0"f I I i _ _ _ _ = Wall To Be Removed VIF J - - -- - -DECK - - -- DECK 1 I I Wall To Remain +/-11-4" I I I New Wall 3 +/9'S 3/4" 5 1 1301/2" 31 STEPS _j New Foundation Wall 11=61/2 - - - - -r— - \\ ------- Lines Above VIF UP" % ��% - -- - --- - - - - - -- -- -- -- --- -- \ �- ----------- Lines Below TER� C ------ 101 Door Tag----------- CENTERWDOOR - - - - -- ------------*-- -- mow g -LINE OF TERRACE ABOVE_ � 101 a I - - - - -- - - 42'-31/2" - - - - - -- -- - - 1 Section X, Sheet A- ^ _ -- -- " -- _-- -- -- - - - - - --I T-- - REMOVE 15 3 --------- - 18-6 - - - 123-61/2 - - - - Detail TagXX - - 1 1 -- --- ---- EXISTING PROPOSED SCREEEN IN PORCH -- - - - ----------ONE STORY - - - - - -- T� O STORY - - -- -- -( - . -- 1 1 .- - BALCONY REMOVE EXISTING - - - - - -- - -- - - --- -1 cwi - 1 -- - - DECK 1 - - --- - - -- -- � -- - - - - -- - -- - - - tc Elevation Tag i - - -_ _ NEW TERRACE _-—__ REMOVE EXISTING - ---- - -- -- - - - - - --5 0 0 / " I - 3 5�-- 31 " -- - 9'4" I �' o 1w --- -- 9'1"x{11:.7" - - BRICK FIREPLACE I - { - -- - - - - - - -- - -- - -- -- Interior Elevation Tag I " -- -- - - ,� '-71/2" TJ 1/2" T 71/2" T-71/2" 2'-3" 14-1 - -- - -- -- - -- I - - - 1 -- -- i - - -- - --� - - - REMOVE -- _ _ FIREPLACE _ 206 --- -- -2 0 - 4— 1 b2 -- —► -- - - %�/ /110 ❑❑ ,❑ , ❑/ - 108 1 ❑ PROPOSED COUNTER P/ \ 1 I III II \\ y / Uj z< Cl)Ny IIiI 1IIII rI —�'IIf IIII I —_,II o I ,//��,%�iji///�/i/❑//�, III IIII �-////�// ❑ING PWDR. j O Z— _WI jr 13 2"❑ Z EXIST EXISTINGBEDROOM#1 W (D toy tos Zzt LO UJ O 0, ) � cV line of c.h.chaInge � „_ ISLAND' EXISTING KITCHENI I Q II. LO ---------T I,------ ----------- - r? 5; PROPOSED SCREEN PORCH 1 OI 102 OI EXISTING(MASTER)BEDROOM#3 24'0"x 15'0" I 38-O'CEILING HT. PROPOSEDSTUDYAREA 2 ATHEDRLCEILING CEILING // n0 i------ Cl) ——————— ——— AREAWELL ILL.0 L --I a V- -- --- ------ ------ -- -- ---- ----------,I{II-III�I--10-8 I ^MI—i_m 11IIl —_ Iii ❑-2I 0I0 203 33IjII i 0 Z ► IIIIIIII N , �❑�j//�////�/❑��i//iI , . � -- �❑mo❑w'// I ..,- iv{i�� ❑_5_ / "❑110056 IIIII -33IIIII� I 0 - 106 - Ql��^ Ms - A aNX o REF. mN Z W201 - -------L---- US --- ------ I------- -- ——— - ————U o w - I --------- - 1 - -= w LINE OF RIDGE ABOVE z U) O m -------------------- - -- C ----ROOF BELOW - 0 < I I 1 rI-I o 1 _3 x w u O EXISTING HALL "M> o a_ Z M 107+ DN. J I C. 2'9112"j SH 2 9 /2" J " " �49 x 46 3 /2 w s FL yx chag Cl) PROPOSdATH.#1 EXISTING BEDROOM#2line of c.h. line of c.h.change o o PROED WALK-IN CL. EXISTING Fl- BATH. 071 C. 201 2 IT 0 LINE OF 8'CEILING HEIGHTJ 4-1 1/4" ------- T-71/2" 1/2" '-2 1/ Esra Oni 1�r �>FA Gaa, En 9'4" 3 w PROPO RY119 1 1 Associate A.LA cc U) REMOVE EXISTING BILCO o -------L- DOORS PATCH FOUNDATION Sag Harbor, New York,rR 1 1: 9 63 WALL tel 631833 4416 esra@ozcanarch.c o m www.ozcanarch.comREMOVE EXISTING SHED L- J DOWLING Cr PROPOSED COVERED PORCH---- --> RESIDENCE CO 0 L---- — � 1 860 RABBIT LANE, _ -2 " 1 EA S T MAR ION N EWYOR K 11939 --------------Q _---- Date : 09/15/2022 Scale : As Noted 5 9'10" Note: 11 x 17-one haf noted scale 10'-9" 0 9'-8112" 254" EXISTING Title 57'-81/2" ARCHITECTURAL PLANS Dwg. No.A- 101 SECOND FLOOR PLAN 2 FIRST FLOORPL Scale: 1/4, - -0 Scale: 1/4, - A0NA//Offml No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, T-11 1/2" T-11 1/2" are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than -1 for which they have been prepared without the - -I expressed written consent of Architect. ,•1 Error or Omissions in the drawings which are CKP�O�i� •�• ( � clearly necessary for the completion of the work __ __ �• 1 or its appurtenances shall be considered to be \YNEOFO� '� included work although not directly specified or shown in the drawing. co ice' _�/• '"s 1 I ��_ ' �••i• G1ROER�---- I DO NOT SCALE THE DRAWINGS. If a .✓'�•PCQDROPPEO T-11 1 4" I Y draw nsl9sn,co tactthethat architect for add tionadoes not exist on�he 11 `' 32x8 11 1 I W 1 1 information. LL 3-2x8ACQ DROPPEDGIRDER I �UJ Drawing Legend I i i i e, l iJ Wall To Be Removed I I Wall To Remain I 14"SONOTUBE, coI 2X12 ACQ STRINGERS @ 48"O.C. 3'-0"MIN.BELOW GRADE New Wall I t? I LINE OF STAIRS ABOVE ON 24"X24"X12"PC •.r New Foundation Wall I I m ---- ----�---- ----� FOOTING,TYP. I ——————— Lines Above T-31/2" T-31/2" '--T-31/2" '---- ' -----T-31/2"-- ' 5'-5" 5'-5" ----------- Lines Below o _ TI ( 3248 ACQ DROPPED GI RDER 1 IL`NE OF DECK ABOVEE i 101 Door Tag 101 Window Tag w �I-----• ---- I ---- •--- -- - - z I ( Section X, POST ABOVE,ON I I POSTABOVE POSTABOVE i —I SheetA-XXX FOUNDATION WALL I 11'-0114" 15'$" I FILL SOLID 18"FROM EACH I - ; Detail Tag w � SIDE OF POST I I 'o °Q ,-- i� ADD#4 REBAR IN EkH VOID ( I ¢ ^ Elevation Tag (SONOTUBES @+l 6'-8"O,C v I I v co I 7OFTHEM) ¢ I o POST ABOVE,ON POST ABOVE,ON POST ABOVE,ON ILL SOLID 4'-0"FRdM o FOUNDATION WALL FOUNDATION WALL FOUNDATION WALL I o Interior Elevation Tag CORNER BLOCK AN ADD ,- „ ( w x 4XX ----A 0 #4�AR�1IGE�CHV ID �-----, -6 1 6 --- ------ ►---- _ ------------ i 1 3-2x8ACQDROPPEDGIRDER i-----; I J ------------ 1—._._. Uj r-- --------------------� — --- — ----- 8"FOUNDATION WALL T-0" 8"FOUNDATION WALL ON fL I I BELOW GRADE UNDISTURBED SOIL I I r ------------- ------------------------ --------- ------ ------ --------, �_ I I SEE BUILDING SECITION SEE BUILDING SECITION I Q I I I I I I W 1/A1300 11A1300 • W I I STEEL POST ABOVE ON I I I ( I I ( Z ( I FOUNDATION WALL Z I I w I I o a I a o I I W io NOT E: a ( W O a) DOUBLE JOISTSI LACE SIMPSON STRONG z UNDER Z Ln WALLOVERANCHOR EXISTING RAT SLAB .a - � PARALLEL PARTITIONS ABOVE N BOLTS AND SECURE � w 'oI o ( Q I- cli W/HEAVY HEX NUTS I N U.m N I z � CrO PER MANUFACTURER'S y O X INSTALLATION MANYAL m= Dco o o w _ LL M'- I I 4"CONCRETE SLAB I I m o ( i I 4'0" 8" I ON COMPACTED FILL LL I I I I I I I I X ----I :� I ------------------ I '.�. I I ------------ --------------- I------ •-------L------_— I 1 �" O 30 N i I ( _._. _--._�_. --- FURNACE Em —•_• �._._. —•—{ — — I W m C14 ♦♦^^ �- ( I EXISTING(3)2xl0 DROPPED GIRDER I I V J Q EXISTING UNFINISHED OPEN BASEMENTco ILL SOLID 3'0" FROM 5___ -110 Ceiling Ht. EXISTING in EACH SIDE OF POSTr -1 o I ELECTRICAL ADD#4 BARS IN VOIDS I ( a I I PANEL NEW I I I EJECTOR I ci ¢ I ci •.. I I I PUMP d I I tR X ' o I I I PLACE SIMPSON ST�tONG J m W I ALLOVERANCHOt� ��` I•+ � o � I I as • af�" a BOLTS AND SECURE G,, �•. I I ( NEW POST ABOVE LOCK w I I - > '�"" I•,f* , M L--- L_ WMEAVY HEX NUTSI N SEWAGE I INSTALLATION MANWAL o PIER OR EQUAL BELOW (z_ ' �---CO --------------- LINE ~ � BO n :i I , " I " I C PER MANUFACTURERS aO ( 8: 14 2 $ 1- o I lo F NEW 30"X30"X12"FOOTING o m i Q i c I I ILL SOLID 4'-0"FRdM = o ,�^ I I CORNER BLOCK ANb ADD $ 0 I STEEL POSTABOVE 0 I " #4 BARS IN EACH VOID I C I FOUNDATION WALL I o I / EXISTING I WATER O I - L- -----J L— - ----------- --- -------------I------------------------ .. ——————————————————— —-- — -- -- —� — — I — I I I T I I PROPOSED AREA WELL PROJECT MANAGER: I I I I 4-0" I POSTABOVE,ON I I I V' EXIST. ( I I FOUNDATION WALL I , ! PROPOSED CRAWL SPACE CRAWL SPACE i I E S ra OZCa n I RAT SLAB —J--- I PROPOSED DOOR q ;� I I ------ ------ I — ---- I— i, I (co I REMOVE EXISTING SEWAGE I - ---- I I NEW 2X10 FJ@ 16"O.C. --- - _ LINE,PATCH AND REPAIR I -~ ' Associate A. .A - REMOVE EXISTING BILCO I --------- ( Y `; I I--I-----� I REPAIRANDPATCHEXISTIP Sag Harbor, New York, 11963 -T- I FOUNDATION WALL tel 631 833 4416 esra@ozcanarch.com -----a_--------- , XISTINGVIF L--�------J www.ozcanarch.com 1 1 I 1 1 I I 1 8" 8'-11 1/2" 8" 1 I I D 01�/L I N G 1 1 I W-11" 1 10'-31/2" 2 10'-0114" " 1 1 -30 3 RESIDENCE 1 1 -30 1 1 I I I 1 1 1 _ _ _ _ 860 RABBIT LANE, I 1 1 14"SONOTUBE, LINE OF STONE PATIO ABOVE EAST MARION, NEW YORK 11939 3'-0"MIN.BELOW GRADE ON 24"x2a712"Pc Date : 09/15/2022 FOOTING,TYR12 POSTABOVE POSTABOVE Scale : As Noted Note: 11 x 17-one half noted scale Title STRUCTURAL PLANS Dwg. No. S- 100 BASEMENT STRUCTURAL PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings,contact the architect for additional information. Drawing Legend Wall To Be Removed Wall To Remain New Wall New Foundation Wall ——————— Lines Above 6X6 ACQ POST - Lines Below I I 6X6 ACQ POST 101 Door Tag ————. INEQE7EBB9��f�1 E_—————— NEW(3)2X10 ACQ FLUSH GIRDER LJ i 101 Window Tag l I Section X, Sheet A-XXX I (3 I �x Detail Tag I o I I :J I I Elevation Tag I a I I x Interior Elevation Tag XX 6X6 ACQ POST (2)2X6 POST 6X6 ACQ POS I I I z I I I I LEDGER BOLTED TO RIM W SIMPSON STRONG -- WALL SSW 18X8 (3)14"x 1314"FVL HEADER I I (2)91/2"X1314"LVL HEADER (2)911�"X1314"LVL HEADER STEEL POST 3)2X6 POST ( 0 UJ HSS 3X0.25 I NEW POST I W }I I I I Z— Z I I I — I 1• • I I W Q �• IIIIci � WJLn DE) ci I O � Ci U IIIIIIII io ` %I Imo II F- �DI 2 _ 8'-0'CEILING _MLO o I I9. ' ' Z CATHEDRALCLiNG -CATHEDRAL CEILING 001 U) LL "I �= =-�i w EXIST. W C.0 w M I I NEW POST POST(VIF) ^^ O X o I ABOVE TO RIDGE L.L. O 1 0 � ------ -------------- -I --- -----~ -- --- ---------- -- - -- 1 ---------c� ----- — -- --------- —Z ------- -- N --- --- W m 30 v• � - 1 (2)16"LVL STRUCTURAL RIDGE _-_- _ _ -30 a U) O y (3)2X6 POINT LOAD I• •I I O POST ABOV I I EXIST. I _ TO RIDGE C; POST(VIF) I EXIST, 2"LVL HDR(VIF) 6 1 1 • � IIII BLOCK DOWN ------- I - - -- ( ci -- -- . N I I I d ir, N 1 11 X y— Z' 0 Q 1 ,•f � a r , (2)2X6 POST @ —�I• •1 --�-- - _= w EVERY RR I I I rCDm z (2)2x10 RRS@3'-4"O.C. '3)2X6 POST +-- - (31i< 0 ► I I C, r 2x10 COLLAR TIES@3'-4"O.C. -- I -- - ( �' W o • STE L POST _ -�-- �uS z a �,'!o' HSS 3X0.25 6X6 ACQ POST BLOCK DOWN TO FOUNDATION ► —— SIMPSON STR G I ° LL SSW 18X8 o LINE OF 8'CEILING HEIGHT t t(2)91/iX13/4'LVLHEADER p (3)11 7/8"x 1 314"LVL GIRDER W \ I d o PROJECT MANAGER: 6 coI . Esra Oman (2)2X6 POST � cZ3 N I I I (2)9112"X1314"LVL HEADER N N 2x10 RR @16"O.C. Associate A.LA Sag Harbor, New York, 11963 2x8 CJ @16"O.C. tel 631 833 4416 esra@ozcanarch.com • www.ozcanarch.com (2)2x10 HEADER - --_ --- w w I � • I � I DOWLING Q I UI 2 2x10 RR @16"O.C. � -30 3 RESIDENCE 6X6 ACQ POST I 6X6 AC POST -30 860 RABBIT LANE, ® EAST MARION NEW YORK 11939 \2)2x6 POST ABOVE Date : 09/15/2022 TO RIDGE Scale : As Noted Note: 11 x 17- one half noted scale Title STRUCTURAL PLANS - Dwg. No. S- 101 FIRST FLOOR STRUCTURAL PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 (Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in N connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a 4 dimension is needed that does not exist on the -20 drawings,contact the architect for additional information. Drawing Legend = _ _ Wall To Be Removed Wall To Remain New Wall New Foundation Wall ------- Lines Above ----------- Lines Below I I I 101 Door Tag j ( i 101 Window Tag I I I Section X, 7 SheetA-XXX I ( Detail Tag i I AUX t.1 BALCONY ( D Elevation Tag I jx Interior Elevation Tag I i I -4XX I I I i I W 4-- — — — — — — — - -- I I (2)91/2'X1314"LVL HEADER (2)91/2"X1 3/4"LVL HEADER I I W Z Z IUJ Roof Pitch I �■ Z ci 5/12 I I J.� W 0 0) I o= ------- -------- ----® ---- - ---------- 2 s I I N I 1 v) z � cfl o p 0 ti �Q II (0 M (2)2x10 RRS@3'-4"O.C. � I CPOU ~ I 0 I `W CO W I I LU ILL � aj X 1 Roof Pitch > I 1 O ---� —————— -———————— - ---- ---z —L------- �F— w (2)16"LVL R DGE .�.,.�- (2)9112"LVL --_•• —— ———————— 30 u„' m EXISTING RIDGE G I U 0. iD fn I N 22 ROOF BELOW zz' 0 a I I RICKE}ROOF x i - <F� Roof Pitch r c p 5/12 I I c 1 c� 2 (2)2x10 RRS@3'4"O.C. �y A. I v c •S 0C>� I r I OVERLAY RRS I I • I (2)9112"XI 3/4"LVL HEADER I --- (2)91112"X1314"LVL HEADER I q PROJECT MANAGER: - o- -- - -- --- Roof Pitch � I E s ra Ona n 2x10 RR @16"O.0 c I 3.3/12 " I '► ; Associate A.LA Roof Pitch � Roof Pitch i Sag Harbor, New York, 11963 7� !12 9 7/12 tel 631 833 4416 esra@ozcanarch.com www.ozcanarch.com I I . I DOWLING 2 2x10 RR @16"O.C. 30 3 RESIDENCE -30 860 RABBIT LANE, EAST MARION NEW YORK 11939 Date : 09/15/2022 Scale : As Noted 3 Note: 11 x 17- one half noted scale -20 Title STRUCTURAL PLANS Dwg. No. S- 102 SECOND FLOOR STRUCTURAL PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10/12/2021 ZBAAPPLICATION r T 3 04/14/2022 MEETING PROGRESS ASPHALT SHINGLE ROOFING 4 09/1512022 BUILDING PERMIT _-_- .---.-_-_ _-.. - ----------- -. -- ---_-------- _.___ -- -_.._-- Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than RAILING - _ for which they have been prepared without the expressed written consent of Architect. STEEL VERTICAL POSTS MAHOGANY TOP RAIL = -------- - ---_-_--- - --- - - ------- - --_ Error or Omissions in the drawings which are STAINLESS STEEL DIA 3/16"WIRES -_ - __ T = clearly necessary for the completion of the work @ 31/2"O.C. --- - -- - - - - '- - - _ - or its appurtenances shall be considered to be included work although not directly specified or PLATE HT.(EL.18.1)_Q� shown in the drawing. ------- ------ - PROPOSED TERRACE - ---- Z ©O NOT SCALE THE DRAWINGS. If a - - __ Zo o dlimension is needed that does not exist on the dlrawings,contact the architect for additional -�-- 00 information. —= PROPOSED SCREEN-IN PORCH Drawing Legend Wall To Be Removed _- ill Wall To Remain New Wall New Foundation Wall ---- ------- Lines Above ------- - -- - --- FIRST FINISH FLOOR(EL.9.0) FIRST FINISH FLOOR ----------- Lines Below -- - - - - - -- - - - - - - - - PROPOSED AREA WELL --- --- --- - -- ISED GRADE EL.8.5' o"® 6 101 Door Tag 101 Window Tag SOUTH ELEVATION Section x, Scale: 1/4" 4 Sheet, AUX Detail Tag Elevation Tag - - - -- - - -- - - Interior Elevation g -4XX a NEW ROOF - - - - - --- - -- UJ PROPOSED ENTRY& - -- - - -- - COVERED PORCH PROPOSED SCREEN-IN PORCH --- -- GENERAL NOTES: w } 12 NEW ASPHALT SHINGLE ROOFING LINE OF SHED TO BE REMOVED - — - --- - ------ NEW ANDERSEN WINDOWS _- - - - - - - - -- 1 , ' � U') - - _ - - NEW CEDAR SIDING TO BE PAINTED TO WHITE _1 10 - - -- NEW COMPOSITE TRIMS AND SOFFIT (n Z = CD T _ O_ SCREENED-IN PORCH PLATE HT. --- T -- SECOND FINISH FLOOR NEW GUTTERS AND LEADERS (� Cn j - - - - - - - '1" -- _ -- ---- _ 9 _ -Q�J W c0 FRONT PORCH PLATE HT. - - _:r:—- ------ - - --- - - - - - - 9'-01/2" = V- C4 ILL 1/2" — _____ _ J LINE OF AWNING TO BE 0 X I _ — -- -- -- REMOVED W m i ---- ----- - �- Ini: POSED AREAWELL L; - — - SCREENED-IN PORCH FLOOR V, `6!'+,t. t} -- ----- w 1 �, 1 L----------------------J NORTH ELEVATION )� oFrss,o Scale: 1/4" = 1'-0" 3 PROPOSED SCREEN-IN PROJECT MANAGER: PORCH = _ Esra Oman — PROPOSED ENTRY& COVERED PORCH Associate A.LA Sag Harbor, New York, 11963 _� --- -- — - - --- _ tel 631 833 4416 esra ozcanarch,com -- - - _- -- -- - - ---- -� - - -- -- -- -- - � vwuw.ozcanarch.com PROPOSEDTERRACE DOS N G - - - - - - - - - RESIDENCE PROPOSED TERRACE - - -- - - - - -- — �- T - _ --- T — = - — - - - - SECOND FINISH FLOOR `--- -� ---�-`-- -'"- -� �- -- - _--- -- - --- -r--1-y � �� -,� ��- -- SECOND FINISH FLOOR LANE, _ _ _ _ _ - - - - - - - - - EAST MARION NEW YO K 11939 �9'-01/2" -- - - - - - --- -- -- - 9'-0112.� Date : 09/15/2022 Note: 91 x 17- one half noted scale -- ------ _ -----_ -- Title -- -- - - -- ----- - PR SED AREAWELL ELEVATIONS FIRST FINISH FLOOR- -�Q FIRST FINISH fL00oR� f A-200 EAST ELEVATION 2 WEST ELEVATION Scale: 1/4" = 1'-0" Scale: 1/4" = V-0" No. Date Issue Notes 1 5/6/2021 SCHD-PERMIT 2 10112/2021 ZBAAPPLICATION 3 04/14/2022 MEETING PROGRESS 4 09/15/2022 BUILDING PERMIT 5 PROVIDE CONDUITAND BLOCKING Ownership and Use of Documents: FOR FUTURE PV PANELS These drawings and specifications including the SCREENED IN PORCH: ideas and arrangements represented therein, 2 16"LVL RIDGE are the property of the architect. No part therof EXISTING RIDGE ( } 5112^ (2)2x10 ROOF RAFTERS@ 3'-4"O.C. shall be copied,disclosed to others or used in RAKE EXISTING ROOF RAFTERS TO REMAIN 2X10 COLLAR TIES @ T-4"O.C. connection with any work t project other than 2x8 CJ @16"O.0 ' 2X6 T&GESK ROOF BOARDS for which they have been prepared without the I BLUESKIN BUILDING PAPER expressed written consent of Architect. I i ASPHALT SHINGLE ROOFING POST TO RIDGE POINT LOAD POST TO RIDGE Error or Omissions in the drawings which are (3)16-LVL BELOW POST TO RIDGE j clearly necessary for the completion of the work or its appurtenances shall be considered to be (3)14"LVL ABOVE FOLDING DOORS included work although not directly specified or NEW FLUSH GIRDER shown in the drawing. - DO NOT SCALE THE DRAWINGS. If a o I FIXED SCREENED PANELS: dimension is needed that does not exist on the MASTER BR STUDY I - - 1X2 SLATS W/3/4"GAPS PANELS 12 PAIRED WITH INSECT drawings,contact the architect for additional SCREENED PANELS information. 10 Drawing Legend FOLDING DOOR I WaII To Be Removed SECOND FINISH FLOOR - - __ _ -_ -- —__ = =_==M'= ——————— - —————————— 1'LAIE IJL(E1�1�1)� Wall To Remain 8'113/8" - - - - - EXI ,TIN FJ p, I N New Wall _ 91/2' 9'1" New Foundation Wall . O.H. m . I � ----------- Lines Below —OPEN— PEN I - -`? FIXED SCREENED PANELS 101 Door Tag I - U I - (2)2X6 BLOCKING F-1 [_ i 4 I 101 Window Tag �- - DEMOUNTABLE SCREENED PANELS _ _ Section X, BR 1 HALL KITCHEN GRE AT R OM i ROPO ED SCREENED-IN PORCH —1 Sheet A-XXX (2)2X6 POST@42"O.C. I �- Detail Tag I 118"per foot slope away FIRST FINISH FLOOR(EL_9.0') I _ III - CO 1/4"per foot slope FIRST FINISH FLOOR(EL.9_0')� Elevation Tag ISED GRADE EL.8.5' 0" E ISTIN 2X8 1 "O.C. \ ,\P V .\ - - - - - 0" F1 17 EXISTING(3)2X10 DF DROPPED GIRDER L: - \ -" - -,r ---- - ' 1 \ '� 6" Interior Elevation Tag i ! mr7 \ 14 FOOT MIN.PITCH MIN.4" 0' i7TDIASANITARY PIPE SDR35 \� \' 'y\ \\ \ FIXED SCREENED 8 PC WALL ON 8X16PANELS 'CONTINUOUS FOOTING STING UNFINISHED BASEMENT \ \ \ \ \ EXI \ \ \ \ 914 ritsb e \ \ \ \ \ \ w grade away - - - - --- --- - -- - -- - - - - i \ \ \ \ \ \ \ \ BASEMENT � W ,/ � / ;I'..,/\ \ I" 'I, ; ,\ \`EXISTING 2'X2'X1'PC FOOTING W/8"X8"X16", `� :� \ `� \ .� \ \% ;� \� ,` ,\ , \\ '\ Z J Lo CMU COLUMN TO BOTTOM OF GIRDER,TYP. / / / / / ;/ ., / / / / ,/ / / i = W O M J = N BUILDING SECTION V z = L6 Scale: 1/4" = 1'-0" 1 - O 0 LL v� c� W � CD INSULATION NOTE: LLLL Cfl NEW 2X8 CJ @ 16"O.C. PRESCRIPTIVE METHOD THROUGHOUT X ALTERATIONS PER TABLE R402.1.1.2020 O CONTINUOUS RIDGE VEN RESIDENTIAL CODE W W EXISTING RIDGE BEAM — MINIMUM INSULATION: v) d Co (1)l 3/4"X14"LVL R-20 WALLS O a ROOF CONSTRUCTION: R-19 FLOOR -NEW RIDGE EXISTING 2X12 RR @ 16"O.C. R-49 CEILING -NEW 2X12 RR@ 16"O.C. I -30 LB UNDERLAYMENT BUILDING FELT NEW RR 2X8 RR 16"O.C.DECORATIVE -TESLA SOLAR SHINGLE ROOFING. TYPICAL ROOF CONSTRUCTION: 110 3"CLOSED CELL SPRAY f"OAM(R 19.5) R-30 C - - --- UNFACED BATT INSULATION=(R-49.5) ______-_---__I _._ ___ _____ -EXISTING RIDGE ;;, - ----- --- I ----- -- - - -- -EXISTING DF RR@ 16"O.C. ---- -i - -- ---- - -— -30 LB UNDERLAYMENT BUILDING FELT �o ° ' �•" ' -TESLA SOLAR SHINGLE ROOFING - - --- - - - -3 CLOSED CELL SPRAY FOAM R 13 +R-30 C RIDGE VENT - --- --- - -- - - -_-.. . UNFACED BATT INSULATION =(R-49.5) ✓� d,,..t�' PROVIDE VAIR GAP - -- - - THERMAL ENVELOPE STRUCTURAL RIDGE _ -- - (2)16'LVL - -- - - - - -- TYPICAL WALL CONSTRUCTION: - -- - / - - - - - -- ---- ---- ---- c 40 NEW POST TO RIDGE - III - _ _ _ BEDROOM#3 � BATH. 2 - -EXISTING WALL STUDS @ 16"O.C. 12 -5/8"PLYWOOD SHEATHING PROJECT MANAGER: HERMAL � II -5 --- -- -BLUESKIN OR EQUAL ------ - ENVELOPE -CEDAR BEVELED SIDING Esra Ozcan NEW POST % III ---- - -3 1/2"CLOSED CELL SPRAY FOAM INSULATION RAILING: o (R21) M III 4X4 MAHOGANY VERTICALS @ M -5/8"GWB ' III 12 4'-0"O.C. ;. PLATE HEIGHT III------ 3.3 5/4X4 MAHOGANY'TOP RAIL — - - SECOND F_INISH_FLOOR Associate A.LA - - - - - ---------- T O vr� Sag New York 11963 8,8- - - - - 1'-0" ------- - _-_ PLATE HEIGHT 3/16"DIA.SS WIRES @ S 112"O.C. r EXISTING 2"X10"F.J.@ 16"O.C. �� EXISTING 2"X10"F.J.@ 16"O.C. g Harbor, , g�_0° tel 631833 W OZCaIIaI'@ COnI arch.com NEW HEADER, III t~ z NEW TERRACE: 2X8 DJ@ 16 O.C. SEE PAGE 8-101 FOR SIZING I III � o " OPEN III m 6"MAHOGANY TENS D OWL I N G NEW FLUSH GIRDER , III W/CONCEALED FASTENERS ABOVE KITCHEN OPENING - III NEW HEADER, CLAD UNDERNEATH W11X3 ■ BEDROOM#1 ❑ BEDROOM#2 RESIDENCE SEE PAGE A-101 FOR SIZING c III J o = SEE PAGE S-101 FOR SIZING COMPOSITE VW1112'GAP LIVING AREA ( III DINING AREA W NICHE i NEW DECK:— III " ^ 71/8" DETAIL TO BE FEMA COMPLIANT I I I -2111 6"MAHOGANY DECKING NEW SPRAY FOAM 6X6 ACQ POST CLAD W/COMPOSITETRIM NEW SPRAY FOAM W/CONCEALED FASTENERS CLOSED CELL � III CLOSED CELL 860 RABBIT LANE, 2X8 ACQDJ@ 16"O.C. INSULATION 7"=R-45.5 III I CLOSE CELL L =R 45.5 EAST MARION, NEW YORK 11939 FIRST FINISH FLOOR(EL.9_0') " EXISTING 2"X8"F.J.@ 16"O.C. 0°� - - - - - - - - 0 Date : 09/15/2022 _ _ FIRST FINISH FLOOR NEW DECK: __ ___ ... _... .._. " F \ \ \ EXISTING 3 2X10 D� EXISTING CRAWL SPACE \ - - - ��;G o�2 DETAIL TO BE O \ \ "' \ \ \ : EXISTING 3 2X10 „ \ . .\ ,. / HOGANY DECKING \ ,\ \ \ \ \ \ DF DROPPED - ---- �` \\ X, \ \� . .\ - - - - -AVERAGE GRADE AVE I � Scale As Noted O / co' 1'-10112"� \ ' ! DROPPED GIRDER - / ,/, ./ W/CONCEALED FASTENERS. PED Note: 91 x 17- one half noted scale �� \ .\ d \ ,\. \ 2X8 ACQDJ@ 16"O.C.\ -. \ ih. o� EXISTING UNFINISHED BASEMENT co - -- i; , ' ' ,/ ;� w / o EXIS ING UNFINISHED BASEMENT / ' _ _ Title xx W 14"PC SONOT \ \� ` `� -- -- - /. BUILDING SECTION NEW 8X16 PIER \ / UBE ON \ \ \ UNDER POST TO \ j\ \ 24"X24"X 12"PC FOOTING \ ,' � �\ � /� - - - - - - - �� - -- - - -- --- BASEMENT(� RIDGE \' \ \ BASEMENT / \ \. \ \ . \. \ \ \ \ - \ - \ �� - - � � '�'/\ ;�� . �. ;\ �\ \ I \ \ I\ ,.\ , . � .\ , . , . EXISTING CMU FOUNDATION WALL ; , -\ , . ,\ \ , . \ � �� \ ,\ � � � �� 1� \ ;.� ,� ;� ;� :� ,�� - � \ \ .� .� \ ,� �� ,.\ EXISTING 8 X16 CONTINUOUS P.C. FOOTING \\ :\ ;\ \ \ \\ \ \ :� \ \ \ \ \\` \ \\ \\ \ \ \\ \' \ \ \ \ \ VERIFIED BY CONTRACTOR IN FIELD\ `\ A-300 BUILDING SECTION GREAT ROOM 2 BUILDING SECTION 3 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0"