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HomeMy WebLinkAbout48449-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT l ' TOWN CLERK'S OFFICE r„ 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#: 48449 Date: 11/2/2022 Permission is hereby granted to: North Parish Dr LLC ............ _ .. .... 9 Deer Creek Ln _ _ �.... .. ..... Mount Kisco NY 10549 To: Demolish (as per town code definition) and construct a single family dwelling as applied for per DEC, Trustees, ZBA & SCHD approvals. At premises located at: 495...._NITITParish Dr Southold .�.m------------------.... ...............................................____.............. ....... ..._ SCTM # 473889 Sec/Block/Lot# 71.-1-5 Pursuant to application dated 9/1/2022 pp and approved by the Building Inspector. To expire on 5/3/2024._mm Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,390.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $2 ,440.40 __....� _............ _ Building Inspector n xn a �a T TU 'dN 4 SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 tt : lwr outo)c3lovato APPLICATION FOR BUILDING PERMIT Date Received (� I�L C For Office Use Only PERMIT NO. I U I I 1 Building Inspector. ?!p ) 02 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted; Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. IRMLDIM;mzpm TOWNOPS U ' O LD Date: III, � k OWNER(S)OF PROPERTY: Name: North Parish Drive LLC (John and Lynn Scott) SCTM#1000-71 --1-5 Project Address:495 North Parish Drive, Southold NY 11971 Phonennsusans #:Lynn (914)414-5247,John (914) 582-1373 Email:JScott9caremount.com, I y colt c MailingAddress:North Parish Drive LLC, PO BOX 204, Mt. Kisco, NY 10549gmail.com CONTACT PERSON: Name. 1. Mailing Address: �; DO Phone#: b"J - � � =Emrner h'1G °,I G� CAVI DESIGN PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@mkarchitect.com CONTRACTOR INFORMATION: Name: Brian McGuiness Contracting Mailing Address:76 West Tiana Road, Hampton Bays, NY 11946 Phone#: (631) 430-5670 Email:brianmc92001 @yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAdditi on RAlteration ❑Repair ❑Demolition ❑Other Estimated Cost of Project: 2 Million Will the lot be re-graded? Yes El No Will excess fill be removed from premises? Y � esONO 1 M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r r h i t e r t r n m LETTER OF AUTHORIZATION John and Lynn Scott 9 Deer Creek Lane Mt. Kisco, NY 10549 We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all permits required by the TOWN OF SOUTHOLD, SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions at 495 N. Parish Drive,Southold, NY 11971(SCTM 1000-71.-1- 5). 000-71:1- 5). xr �� r ne`r Bate l V( 2 Owner Date Y K Workers' CERTIFICATE OF TATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured Brian McGinness Contracting, Inc. 631-774-6020 PO Box 2812 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Aquebogue, NY 11931 N/A Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-0163323 www 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Wellfleet New York Insurance Company Southold Town Building Dept. 3b.Policy Number of Entity Listed in Box"1a" 54375 Main Road N9WC167568 Po box 1179 3c. Policy effective period Southold, NY 11971 12/10/2021 to 12/10/2022 3d.The Proprietor,Partners or Executive Officers are 0 included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices 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 Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Rakesh Gupta (Print name of authorized representative or licensed agent of insurance carrier) inai2 Approved by: n8 �'" �� 1��n22« (Date) Title: Chief Operations Officer Telephone Number of authorized representative or licensed agent of insurance carrier: 844-472-0967 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov ,m Town Hall Annex �� re"4 Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 "m 4,1 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: August 15, 2022 Owner: 495 North Parish Drive (John and Lynn Scott) Location of Property: 495 North Parish Drive, Southold, NY 11971 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X. Floor and roof framing (FR) Signature: ........ _�Awlk .. this Meng I l:ra��ger Name (person submitting s for Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 BRIAMCG-01 C RIT DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 8/4/2022 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(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Cassandra Fritz Lupton&Luce,Inc. - ___.. 225 Howell Ave r EV:m�631)727-4114 245 nuc No):(631)727-7138 . ... Riverhead,NY 11901 016 Cassandra Iu rtonandluce.com INSURERS)AFFORDING COVERAGE„__...._ INSURER A:Southwest Marine and General Insurance Co. INSURED INSURER B..T ....................................................................---.............................. ...... ... ......... ... , Brian McGinness Contracting Inc INSURER C: PO Box 2812 INSURER D Aquebogue,NY 11931 _ NSURER INSURER F: COVERAGES CERTIFICATE NUMBER* REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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.LIMIT_S SHOWN_ MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN. ,....-.......-_-- TYPE OF INSURANCE POLICY NUMBER -- �.-YYY) - - 1 000,000 SR ADDL POLICY EFF POLICY EXP P LIMITS A X COMMERCIAL GENERAL LIABILITY IT e FAGH OGGURRENGE $ ' �.._. .. 5,OOd X TPRE��ETORoneEDson V$ 100,..000 CLAIMS-MADE X OCCUR GL2021 LHB00489 12/30/2021 12/30/2022 TO RENTED 100,000$ .� .......__ _PERSONAL...(_.X... P.. ..l .. -a 0 AL&ADV INJURY $ 1'000'000 GEN'LAGGRE�GA"FELIMITAPPLIESPER: G NERALAGGREG. 2,000,000 p �� !1T .. ��....0 Jar ❑ 2,000,000 POLICY PR LOC PRODUCTS..-..COMP/OP AGG $ .^,CbThIEFR'; $ AUTOMOBILE LIABILITY COMBINED StlN"aLE LMI�W&l" ANY AUTO SDILY JURY ersao �.a...INJRY P. r ��— ..... OWNED SCHEDULED JURY(Per accidents $ AIUTpp-O��}}S ONLY ............ AUTOS }} BODILY INJURY ................................................ .. AtIRl40S ONLY AGANCt V (f e tl ruq AfirtAGE �--- $ X EXCESS LIAB CLAIMS-MADE R EACH OCCURRENCE _$ ,000... E EX2021LHB00148 12/30/2021 12/30/2022 A � UMBRELLA LIAB X OCCMS-MAD AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER 0TH AND EMPLOYERS'LIABILITY Y/N �§T?ATV'TE_. 1_F_EL-__-...........,.._. .. .eW....,.._. ANY PROPRIETOR/PARTNER/EXECUTIVE F L EAOH AGGIDENT „,--,-,- O F'iCER/MEMBER EXCLUDED? N/A m $” (( andatory in NH) E DISEASE-EA EMPLOYEE $ .a.m m.._..-_ .... .......,,.._... If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!'ILOCAVONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is Included as Additional Insured per provisions of attached endorsement CG2012(0411'3'). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Building Det THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 P ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ... ,.-• ter' ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Aft towmal NEW YORK STATE DEPARTMENT OF-ENVIRONMENTAL-CONSERVATION facility DEC ID 1-4738=00390 PERMIT Under the Efivirnttntent cl Conservatiittn Law ECL Permittee-and.Facility Information Permit Issued To: F3acilif3=: NORTH PARISH DRIVE LLQ. NOWIT PARISH DRIVE LI,C PROPERTY PO BOX 204. 495 N PARISH DR11000-71-1-5 MOUNT KISCO,NY 10.549-0204 SOUTH.OLD.,NY 11971 (914)582-1373 Facility Application.Contact: EN-CONSULTANTS a 13,19 N SEA RD. SOUTHAMPTON,NY,1.1968 1 P'aciIrty Location: in gOUTIIOLD in:S.UFFOLY COUN..TY V Facility Priincipal Reference Point: -NYTM-E : 717:539 NYTM-N: 45.47,.697 Latitude; 4I°03'05.2" I.ongi.tude! 72124'41:4" } Pro fect Location: Adjacent to.Peconic Bay Authorized Activity: Renovate I partially-reconstruct and c6nstruct"-additions to the-ex"isting'€wo-story single.family dwelling and garage.Replace and install patios and decks,Abandon the-existing sanitary system and install a 'new IIA OWTS. Reeorifib ire and expand the existing pervious driveway-and parking..areas and plaice.clean fillAnstAl.retaining-walls;stepping stones; a closed loop ggother-ni al system(n6 pumping of groundwater), aiid,otlier ancillaiy structures.All work shall be done in accdrdatice with the plans by Barrett.Bonacci &Van We'ele;PC last revised 511.612022, and stamped NYSDEC Approved on 6/29/2022. ........................... Permit Authorizations Tidal Wetlands"Under Artiele.25 Permit ID 1-4738-00390/000x5 New Perni.i.t :Effective Date: 6/29/2022 Expiration Date: 6/28/2027 x Pagel. cif 6 w Aft NM YORK STATE DE-PARTMENT'or, EN.WRONMENTAL CONSERVATION Facility DEC-ID 1.-4738-00390 4. -St6raizO-of)Ctiuipment, Mateiials The storage-of constructiont and ma - e equipmen materials shall b ..e.i confined within the project work area and/or upland areas greater than-75 linear feet from the tidal wetland boundary. i. ltis0q,Maintain Erosion Controls Neces§ar'y efosion,cont.io. l.m.pasures.i.e., tr awbales-,silt fencing,etc., are to. be,placed on the downslapeedge of any disturbed area. This,-sediment ba u. ier is,to be pot in place before any disturlbance,-Pf.theground occurs and is io,be maintained in good and functional coridition until thick vegetative-cover is established; 67 Maintain Erosion Controls All erosion control devices shall be maintained.in good and fimetional condition-until the project has,been a6mpld6d-and the area-has bbeen.stabiliied. 7. Contain Exposed,StkpIlcd'Soils All disturbed:areas where soil will be temporariIy exposed or stockpiled for longer that 48 hoUrsshall be contained by a continuous line of slaked hay61es/silt curtains(or other,NY8DEC approved.devices) placed on tile seaward' side between the fill,and the wetland or protected'buffet:area. Tarps--are authoriz' ed to supplement these-.approved methods. S. Authorized InnovativelAlter,niffl.,.Ve Onsite,Wastc,,vivater Treatin6it Systems(1/A OWTS) Septic Systems. This permit authorizes the installation of any models of I/A OWTS septic,system which have.- received the approval of the Suffolk County Dpparim' eftt of Health Services (S.CDHS). If.SCDHS rescinds its approval.of orae ori-nofe of-these ihodels during the term of this Permit, will no loner .DEC. g approve newinstallations: 6f.that-model. The list of 1/-A OW.TS systems which have,re.ceiVed.aPproval by SCDHS are-fo'Und'on thib'Suffolk County Website-under the ReclMm Our Wat6r-Flotri6owner's6ration'�LL Overview of Novisioti-,fIlyApproved TeohnQlogies. 9. Maintenance of Installed InnovatiVe/Alternative Onsite Wastevy-hter Treatment SVisteffis,(I/A ,()WTS) The permittea.must,m'aintain, service and lrepair the installed FA-OWTS."in accordance with the-maititeriance schedule set forth in the Suffolk CountyDepartmentof Health Servlces(SCDHS) permit issued'-for the system. 10. DriVeNvay/Parking Area of,Pervious Material .Driveway and park-ing:areas shall be constructedof NYSDEC-approved pervious maters a'Is v. 'Runoff Directed to U lanDiywllRf ffhll b es oorunoshall dire Pd cted.to drywells as,per the.plans by Barrett Ronacci-&Van W60,le, PC last revised 5/16/20-2.2, and stamped NYSDEC-Approved on 6/29/2022, 12, .Clean Fill Only All fill shall consist of clean sand, gravel,.or.soil (not asphalt, slag,fty4s'h,broken concrete or demolition debris). 13. Department Jurisdiction The,departme --leTains'Juris.diction of-all regulated lairds Where fill has qt gu been pennittea. Placdm6iitoffill-shall not be used to alter the--depai-trneftt is Ti&1 Wetland jurisdictional area at the project site. The,area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NY.- CR.R.Part 661. 14. Concrete Leachate During construction, no wetor-fiesh concrete or leachate shall be allowed to eseqpe.into any wetlands.:or waters of Now York State; nor shall washings' from ready-nixed concrete. trucks, mixers, or other devices be allowed to enter any v�,etland or waters. Only-watertight or waterproof forms shall be.used. Wet concrete shall,not bp-poured to displace water-within the-forms. -Page 3 of 6 :D dbwW NEW YORK SI`ATF DEPARTMENT OF ENv]RONMtN'rAL CONSLRVATION FacilitvD.CC]D i=4738-00390 E.................................. < S -Apply to ALL Authorized Permits:: GEN]MAL CONDITIONS.................... ,,....... ........ i. Facility lnspection 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 Dcpattniient of Environmental Conservation (the Department) to,determine whether the permittee is complying with this permit and the ECL. Such representative.may order the work stispended'purs.cant to ECL 71-0301 and SADA 401(3). The perinittee shall provide'a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this-permit, including all referenced snaps,drawings and special.conditiorisj-must be available for,irispection by the Department at all fiines at the project site or facility. Failure to produce a copy of the permit-upon-request bya Departrnent representative is a violation: of this.:permit, i z. Relationship-of this.Pe.rm t to Other Department Orders-and Determinations Unless:expressly Provided for by the Departrrme t, issuance-of fliis permit does not rnnodily, stipersede or rescin any of or or detennninatiomn previously issued by the Depar'Urnernt or any of the ternns;conditions or requirements conitainied in such order or determination.. 1 k Applieations For Perinait renewals,,Modifications or:Transfers The pe mittee must subniit.a separate written ap lication to the Department l:or permit renewal,,annodificationn or tr 'r:sfer ofth.is permit. Such application must ih6tude any forms,or supplemental inifo.rmation the.Depai(merit requires: Any renewal, modification or transfer granted by the Depattnient,muA bddn writirng. Subinission.of applications for permit renewal, rnodif cation ortransfex are to.be submitted to_ Regional Permit Administrator NYSI EC region 1 H adquarters SUNS' fly:Stony.Brook)50 Circle Rd Stony Brook,NY.11790'-3 409 4. Submissiotr of Renewal Application The permtnittee to Ust submit a reneWal application at least 10 days before permit expiration for the following permit autl ori ations:.Tidal Wetlands:. I 5. Permit:Modifications, SusperisioriS and R6vocation.s,by the Department The Depa;Iment reserves the right to:exercise all available authority to modify,suspend or revoke this permit. The grounds for modification, suspension or revocation-inclWe: a, materially false or inaccurate.statements in the permit application or supporting papers; b. failure by the permittee to comply,with any terms or Conditions of.the pet=mit; c. exceeding.the scope df the project,as described in the permit application; d. newly discovered.material infornrnatiozn or.a nnaterial change.in environmental conditions, relevapt technology or applicable law or regulations since the.-issuance of the:eidsting pel it; G Page 5 of G s fYk jr / i r P- E� M cr ° w o Fa CD93 d . r y rA y yy 12 DO (D d N eD eD b n r O Er04 x O v Q CLA� � � CDeD eD I07� CD Q. n m y �+ ►t CD " "' it T. n roi f CSD �, .. CD = CDs� O O 0 C4 "w 3 Sfes+ h CD .''S N U' '~ JO u� O C� 00 Ile .� /�► o,. O �wr / CD d . %''-uVa�14i,�w��v(frai.'' dr,fir,�.wu°V✓v?;JAn rta4Krt4G4r;JwiYl Ytf',!tlo�vMNwbl�Nidl�urit^Aa<�!WU'irr%/Fwklwredlrµifrl dUY,WrrrrrlluWlllf>rkXfrhf?11rl.V�fkA/HryglGl4dJi �,(r/ 1�, N'M��%WJ��'7uwwf�Y � dlrtti/J�sE!'hvf(�'I p�YfAllldifKiY�w4YIWf�tP�kN'.... �M(I;N..iJ'@ I�id. .f Vai P, p, a�.,P.','�1 r, opt Mli'Wworkers' CERTIFICATE OF INSURANCE COVERAGE slrnrt Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured BRIAN MCGINNESS CONTRACTING INC 631-744-6020 PO BOX 2812 AQUEBOGUE, NY 11931 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required ifcoverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 260163323 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPT 54375 MAIN RD 3b. Policy Number of Entity Listed in Box"1 a" PO BOX 1179 DBL653931 SOUTHOLD, NY 11971 3c.Policy effective period 12/16/2021 to 12/15/2023 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. E] 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,t certify that t 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 8/8/2022 By 4440, hf g (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat insurance carrier) Telephone Number 516-829-8100 Name and Title RiChard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 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 emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 1111111111°°1°1°1°°1°1°°°1°°°11°°1111111 Glenn Goldsmith,PresidentTown Hall Annex A. Nicholas Krupski,Vice President 1 " 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly C Elizabeth Peeples Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: NORTH PARISH DRIVE, LLC 495 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-5 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 17, 2022: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#10124 from John & Lynn Scott to North Parish Drive, LLC, as issued on April 13, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees ���t�a�Jti��m�M^n �k�✓64t&�� p� �u� � � { '�!l'�lhYl�r �° Y,"ju�" " � � i ��+'l�&I+ r � j I, t' BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10124 DATE: APRIL 13,2022 ISSUED TO: JOHN&LYNN SCOTT t PROPERTY ADDRESS: 495 NOR'T'H PARISH DRIVE 01.1T"HOLI1r SCTM#: 1000-71-1-5 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 April 13,2022, and in consideration of application fee in the sum of$250.00 paid by John&Lynn Scott and subject to the Terms and i Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition):partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft. two-story portion of dwelling; remove 56sq.ft portion of dwelling; construct 439sq.ft.waterside porch(within existing footprint of 514sq.ft.porch),with 5.5'x6.6'steps;construct onto one-story portion of dwelling a 16sq.ft.one-story addition,22sq.ft. one-story addition, and 283sq.ft.deck addition with TxT hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated +" basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang, renovate garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious ' patio,86sq.ft, masonry patio,4'x8' outdoor shower over stone pavers,various stepping stones,and concrete HVAC ad; lace and rade approximately 50 cubic yards clean fill to raise rade u to one 1 foot, on waterside of 1 P P g PP Y Y g P O dwellin • install 142 linear feet of masonry retaining wall max. 3 high), alon westerly property line; remove dwelling; Y g ( g existing trellis,timber retaining walls,and steps,install 30 linear feet of masonry retaining wall(max.1.5' high),and place approximately .110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; remove driveway and install new pervious gravel driveway with 396sq.ft.parking areas;remove existing conventional septic system and install new VA sanitary system, install stormwater drainage system, abandon drinking water well, remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service,and closed loop geothermal filed; remove and replace in place 4'x6'wood landing and 4'x6' wood of dwelling as a non-turf buffer area;and as depicted on steps to beach;and to establish and maintain area seaward g � P the site,plan-prepared-by-Ba rrett,-Bonacci-&-Van-Weele;PC,-last-dated-March-24;2022-and-stamped-approved-on April 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. 8J/r l y mo ,y,.ry f* ��v.,... ad ,my.;� �•w'++""'! �^. xr „. W � Jwoa BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairpersons �lj/ 53095 Main Road - P.O.Box 1179 c Southold,NY 11971-0959 Patricia Acampora �, �Jl.l.ice Loc��tion. Eric Dantes ,�, Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento � �� Soucold y 11971 EEVED bttp:Hsoutholdtownny.gov ZONING-BOARD OF APPEALS TOWN OF SOUTHOL ' Tel.(631) 765=1809 Fax(631)765,9064 Southold Town Cl erk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 17;2022 ZBA FILE: # 7594 NAME OF APPLICANT: John and Lynn Scott PROPERTY LOCATION: 495 Parish Drive(Adj. to Peconic Bay)Southold,NY SCTM#1000-71-1-5 ,S QR, D1'TERMINATION: The Zoning Board of.Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without -fgrtlier steps-under SEQRA. 1LFL-0LK COUNTY , f�MIN11_TRA 7°1 E CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to A 14=25, and the Suffolk County Department of Planning issued its reply dated October 19, 2021 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 mI 1*RMIN TION: 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. TheLWRP Coordinator issued a recommendation dated January 31, 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 recommendation is based upon: 1.. The applicant proposes increasing the grade by I foot using 50 CY of fill seaward of the residence. How will the grade change affect adjacent properties? 2. The applicant proposed to raise the grade level landward of the residence by 2.5 feet with 125 CY of fill. This is a large amount. How will the grade change affect adjaceni properties? 3. The action is not supported by Policy 4. The wood deck extension structure is proposed to be located within a FEMA Flood Zone X. Structure in flood zones should be minimized to avoid future loss and damage. However, since the application will reduce existing non-conformities and must obtain approval from the Board of Town Trustees, the Board of Appeals now finds the proposed action to be CONSISTENT with the LWRP I�'llOP1,RTY l�C 1 S I L CI II'I If IST: Tao ,� cct ,�., �uujw� prvpeiiy is a iionconiorming 28,792 square foot waterfront parcel located in the R-40 Zoning District. The northerly property line measures 100.00 feet and is adjacent to North Parish Drive,the westerly property line measures 312.83,the southerly property line measures 107.36 and is adjacent to Peconic Bay, and the easterly property line measures 237.77 feet. The parcel is currently a frame two-story dwelling with an attached enclosed porch leading to a brick patio. There is a detached two-story two car garage located landward of the dwelling as shown on the survey map prepared by Kenneth M. Woychuk,LS and last revised April 1, 2021. Page 2, February 17,2022 47594, Scott SCTM No. 1000-71-1-5 ffiAS—US—Q21--A!LPfjt(,Wl7JQN., Requcst for Variance fj`ojjj Article XXIII, ScOon 280-124; and the Building 111SIVC10i's AuLzusl 25, 2021 Notice of Disapproval based oil all applicItti011 for a permit to (jelljoliSh (as per-,Down Code definition) and rccoustj-ucl a Sill)g le-flan)it V y dwelling; W 1) located less the code inininiurti ye(1u�red com I billed Side yard setback of 35 feet,' located at: 495 parish Drive, (Adj, to pec(),lie Bay)) S0111110 ld, NY, SCI NO 1000-71-1-5. JK' E,LlE,VREQ-LJESIED: Theapplicant requests a variance to dernolish(as per Town Code definition)and reconstruct a single-ralilily dwelling which requires a combined side yard setback of 35 f`eet- Tile construction will have a combined side yard setback of 34.3 feet. Site Marr dr., , I .wings were prepared by Meryl Kramer, Architect and last revised November 17,2021 showing proposed new walls and walls that will remain during construction. A—THATIONAL MFORMATI : Ili 2005, Case No. -5672 was gV,1111cd relief to construct a dwellingidditic)II with MON a tionconfornling 11linirtit,1111 side yard setback of 29 feet. ']"lie original surveys associated with this applicant's request shows that it) 1983 the divelling construction was approved without variance relief' Soiltfiold'Fown Board ofTrustees approval will be necessary and the applicant wall also remove the old septic systeni'in order to install a new Innovative Advanced (I/A) Sanitary system to be approved by the Suffolk County Department of Health. A member of the ixtblic,asked that the subject property owner inaintain the existing trees for screening. FiLDIN(I ()F,'[A(�'r/ IZE-.A:— `Q QNSL 1- -�BQALU2 C lQN 'nic Zoning Board of Appeals held a public hearing oil this application on February 3,2022 at which tirrie 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 followingfincts to be true and relevant and makes the following findings: 1. Town Law (ji-atlt of the variance ivil) not iwduee an undesirable change in the character of the neighborhood or a detrillicut to nearby properties. 'rile proposed renovations woul(j actually result in an increase in the existing total side yard setback front 33 to 34.3 fbet,as I square Im corner of the existing dwelling foundatiou to remain would maintain its I 9-foot setback from the easterly side lot line,where 19-7-foot setback would be needed to achieve the required total side yard setback of 35 rect. T lie project wile create 110 now iloncon 1"brin ities,and in facet. reduce the degree of existilig total side yard setback nonconformance, The -,Wlicarll is seeking structural and architectural design iniproverlicilts that will Modcrilize and increase tile efficiencies of the dwelling 111(1 resolve Structural deficiencies and leak-prone areas of the roof,ind allow for the installation of(lie second-floor windows that will open up water views that are currently precluded by the existing roof design. The least disruptive way to achieve these changes is to remove the existing root'and partially reconstruct tile First and second floors leaving some walls and the existing deck and Foundation in place and intact, Since the nearest corner of the existing, foundation is positioned 19 fleet from the easterly property line, it Nvould not be possible to achieve tile required total side yard setback code required 35 feet without a complete demolition, Several of tile existing neighborhood properties are undersized developed properties; with nolicontbrilling total side yard setbacks. Ton of tile developed bayjrorjj properties have the same 100 foot width as the stil.)ject parcef, 2. Town Law 62,67-1j(3 h'W7) The benefit sought by the applicant cannot be achieved by soille nietilo(j, ICajsibje for tile applicant to purstle, other than an area variance becausc of illc 10c,"6011 Of tile cxistilig f6indation. The design submitted seeks to achieve rjprncCin I"e—lin tocallsideyar(i setback notir.onl'brinityand iuijjjjajjzc clic vai-i -�c .relief necessary. L al C 3. Towa I aly§2 67-1)(3)(b)(3). The variance granted herein as 'tot Tilatheniatically substantial, representing 2% re I ic f from the code. However, the 2 OX0 reliel'i s needed to in a i ill a i i i a I S(l M"re foot corn or o F th e d wc 11 i l tg %vj 111 ill the IQ required 35-foot total side yard setback. The proposed setback reprc=its as 1.3 1"oot or nearly 41.1,,� increase to the Page 3, February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 existing nonconforming total side yard setback of 33 feet,which was legally established when the dwelling was built in 1983, 4. Lown Law J267-1r 3 b JL_X4h No evidence has been submitted to suggest that a variance in this residential collinlunity will have an adverse, impact on tile physical or environmental wnditions in file neighborhood. The existing wetlands setback of62 feet to the dwelling will be maintained and no additions will encroach on that setback.. The appl icant Must comply with Chapter 236 of the Towns Storni Water Management Code, 5, Town L,aw 8267-1rf3V1,)111;) Ilic difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the lifIlitatiOnS On tile use of the parcel under the ZO"illg Code il!l effect prior to or at tile time 01'purchase. 6. Grant of the requested relief is the minitnurn action necessary and adequate to enable tile applicant to enjoy the benefit of reconstruction of the present dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the conimunity. )I^"1'l B : In considering all of the above factors and applying the balancing test under New -RES01,U J10MNM) -LE-BOA&P York Town Law 267-B,motion was offered by Member Acampora,seconded by Mernber Dantes,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan prepared by Michael Martinis, LPE, last revised September 19, 2021 and Architectural Plans (Sheets A-100 to A-103 and A-200 and A-201) prepared by Meryl Kramer, Architect last revised November 17, 2021 SUBJECT TO TUE. FOY j OWIN(-.; CgN�I)ITFONS. )NDITFON& i -The applicant'shall obtain a Wetland Permit from the Southold Town Board of Trustees, 2. The applicant shall install an Innovative Advanced(UA) Sanitary System approved by.the Suffolk County. Department offical(h. 31. Prior to receiving a:buildih g permit,the owner(s)-of the.subject property cited herein must sign a statement Acknowledging: a. That the applicant(s)have read this determination and understand the limits of the variance relief granted herein;, b. That the applicant(s) understand that the Building Department has determined that tile proposed project is a demolition as defined by Section 280-4 of the 'J'own Code as "any removal of a structure or portion thereof, where the total cost of the reconstruction of tile structure or portion thereof exceeds 50% of the market value of the existing structure before the start of rernoval," and agrees to immediately contact the Building Department if any construction, ion,either anticipated or undertaken,exceeds the scope ofthe approvals granted herein as shown in the architectural plans, site plan and/or and Survey cited above, or the issued building permit; c.77hat the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after public hearing,to modify,suspend or revoke such approvals or any terin or condition thereof orto impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code�, Ilds approval shall not be deemed effective until the required conditions have been inet.At the disci-elioit of the,floard qfAppealsfaiture to coinply with the above conditions ineq render this decivion null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 4, February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 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. A)y deviationftotn the survey, site phin andlor architectural drais,ings cited in this decision will rasull in delays andlor apossible denial by the Building Department of building Tp public hc'014)1i41 b(Ifore (lie Zoning Board qfAppeals. ermit, and nitzy require a newapplication and ,4ny deviationfi-oin the variance(s)granted herein as shown on the architectural cbwwings, site plan widlor survey cited above, such as alterations, extensions, or demolitions, are not atithori2ed'under this application ivhetj involvi)1g, nonconforinifies tinder the zoning code. This action -Ioes not authorize,or condone any current orfuture use,st-aback or other./caitere(?f the subiect propert),that tnqv violate the Zooling Code, other than such usev, 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 THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Planamento. This Resolution was duly adopted (4-0). (Member Lehnert absent) K, an's lie * es Weisman, Chairperson Approved for filing ;?—/ Ze— 2022 0 DECK ADD17701V 375 SF PORTION OF EXISTING BW.S,p M" ! q SCREENED PORCH TO BE REMOVED 4,4 ��s� r �I���"!'P wry � 5' OF 15M � h'•ap�T� 1 STORY ADD177ON '", , , It k'ic' ,'kv `> 20' �Q µ M7' 8J I SF BILCO DOORS *pAs Ap NEW 8-5"x5=5"POW STEPS EXTEND TO PORCH IIMNEY TO REMAIN gym. Rs Srys qnM� R S ' r 4w yQ PROPOSED 30 SF R41SEP WOOD S700P IN PLACE L VT PAD AT GRADE �s U16[sI F'�1se 9 DOOR RB d¢ L'�W 4y p PROPOSED 86 SF AT GRADE MASONRY PA 770 2 STORY ADDITION Bw s o �014)'?s>R v, g p' (EL.f8.5) OCR OVERHANG arq �ASf�y`n eta b aM't6s 7 TO BE REMOVED ay Tb R4Eyy s PROPOSED 16 SF f S70RY ADDI770N E.(ITYNG) Rim,ti'e*&5 E( 100 gg qgt 56 Sr PORTION OF EXISTING DHEUING TO BE REMG SAN C. �Ok.,, ."l � * E;W ,4p�ager+epy��. a --- SA C..5 t7 �'O.y any 0 PORTION OF EAIS77AIG HOUSE WITHIN SIDE YARD RIMOUTLET INV! * ..5 �0 '.. ` ",. ss" i saw° 6' PROPOSED UNDERGROUND PROPANE TANK ACTOR TO VERIFY cv u' -8.0 e�y I (APPROX. 1000 GAL.)(40'Ox16) EXISTING INwERTssM Tw ' 2L a �osED RETAIN vc WALL 3' apFry A4 �n EXISTING GRAVEL DRIVEWAY TO BE REMOVE 'PROPS mi u�TBE " w� rpy��AMt�� PROPOSED'4=0'x 8'�-0'OU7D00R SHOWER W/ LY WTTNIN 75 MHWJ SrONE PAVERS AT GRADE (PROVIDE 55 GAL DRUM 7Y SYSTEM 70 BE ?t �j / R ., I S7ORAGE UNDER Sh70WER) CONS STANDARDS (J %` _ PROPOSED 222 SF NDS 7UFMACK PERMEABLE GRI 65 PA PER PA 770, 18.4x12=0' CONTROL PANEL w- P. d NEW GENERATOR IV REPLACE EXISTING P �l �Y w PROPOSED 37 SF COVERED PORCH 5 IO7 I £XISRNG OVERHEAD ELECTRICAL LINES 7tT BE BUR!£ TO BE REMOVFO +9.2 � N POLE 70 BE REMOVED ✓J ° 10 I w (CONTRACTOR 70 COORDINATE WITH LOCAL U)7UTY 70 BEREA/Ot.£D ` ...._Y MIN s COMPANY.) ,., `°�} ./ �' V PRCROSED AT GWAaF S7£9wG sizwz, IERGLASS AN500 6w 1"0 5OX EXP, W ROOM CAPACITY) RIM EL f:2 'UMP AND BASIN I.~CA w PROPOSED STONE STOOP&STEPS TNS AND DETAIL) " Bw 60 - �. x,+ I ROOF OVERHANG ATGARAGE 70 BE REMOwED NEW 104 SF S70NE APRON 70 REPLACE CONCRETE: P. RETA/NiNG WALL EXISTING BURIED LP TANK 70 BE REMOVED ' 7 - � k AX. 3FT HEIGHT LZ� 17w^ O r' ` Gp PROPOSED INRL TRA FOR OUICK4 STANDARD CHAMBER ✓"IBUTAR / INSTALL (3)ROWS 283'WOE X.*24LF(724F 707A4 EACHINY AREA 3 T r /4 NOT INCLUDING END CAP), INSTALL DISTAL HEAD 70 .. EACNING GALLEY "� �, � �/ ,F �u r � .y � � BE INSTALLED AT END OF E4CM ROW SEE"SHEET 2, RIM. 9.5 !" ffy N EXISTING UTILITY POLE TO BE REMOVED Bwsa I a (CONTRACTOR 70 CIIORDINATE WITH LOCAL 5. " U71UTY COMPANY.) IVC ew�. ,� t / ~J .,._._ ro ZONE X PROPOSED FILL 7HIS AREA. 7 p.2% CHANCE UAL E FLOOD BEWWWOWED PLACE-APPROX. 110 Cy 7O f "pT00p 2(1NE BGIVIDNARI N.7NEODOSOPOULOS ROP RrY EWE WALL ew~a.D RAISE GRADE A MAX OF 'ROPE'RTY LINE TO BE Y p MI f rFD xT7x t<ECETA77av _ ,I,_ .. -� a 2.5 FEET ✓ -, WITHIN 75 OF MHWJ ,,.,- ...-" SEE 7RIBUTARY AREA 4 5 PROPOSED(4)CONCRETE LEACHING GALLEYS )r 1.5uhvwr RETAINING WALL = .�" 8 ..+'"��RIM: 6.5 6 BwSO f PROPOSED ORA WL DRIVEWAY gOUNp ~' A1 BARS REXIS77NG OVERHEAD WIRES' lO'BE REMOVED COAS? E=D RC-' ---- !r PROPOSED UNDERGROUND EL£C. SERVICE (CONIRAC701"? TO COORD/NAAF WAIN LOCAL (b . U71Lf7Y COMPANY,) f 4 EXISTING WELL TO B,E ABANDONED a m� 422.0' PROPOSED 336SF'"NDS 7UFMACK"PERVIOUS MON, I ON. GRASS PAVER PARKING AREA. _._ iJ`'J�4 JPO W�✓ _ I 10 PROPOSED GE07HERMAL LOOP REID - 5 70NS 750LF OF BORING-3 CLOSED LOOPS 70TAL SI7EDSIURBANCE /e / ° U P (LOCATION AND SPE[XF7C477OVS PROVIDED BY MILLER ENKRONMENI'rIL GROUP) Aff'ROX.......LPCAI1 ON OF E'XESTIN WATER MAIN EDGE OF PAV - w w. --w-w -----...---PROPOSED WATER M RMCE 70 CONNECT NORTH PARIS: DRIVE TO B �� (ccw7RAc To COORDINATE W47ER SERVICE TAP WflH LOCAL W47ER DISTRICT.) No hEs� 1.F WOVEN NCE TO BE FASTENED SECURELY 70 ��F�'�,"LK COUNTY VL..�b E.�"IARTM . OF FENCE PASTSS WWI7HTH WIRE TIES OR STAPLES P0575 SHALL BE S7M EITHER'7—OR U"TVP£OR HARDWOOD, l'""EP,,�AIT F'C4 R .ppE�fl vAi..OrFnONs-±RN..tn'.;�i"� N FoR ale. 2 FILTER CL07H TO BE FASTENED SECURELY 70 WOWEN 4r"6 WIRE FENCE WITH TIES SPACED EVERY 24'Ar TDP SI)Ik'GI.-E FAIN.AR-YE13 K)ENCIF., ONLY AND MID SECRON FENCE SHALL BE MOWN WIRE, 6' MAXIMUM MESH OPENING. J. WHEN 7WO SE07IONS OF FILTER CLOTH'ADJOIN EACH 07HETn'THEY.SHALL BE OVERLAPPED E SIX INCHED AND IOGX, .RUER CLOTH SHALL BE EITHER RL TEROUIVA x,M/RAOJ Nn d'S"'"@ I � w, £NNPRRFAl6BRCtlRAP 7S GALL BE GEOFDUHwALF.HT. YAPPROVED �f��P.R��OV �� «�.��� ��,I. �\� R-21-2997 .. S. MAINTENANCE SHALL BEMPFORMED AS NEEDED AND �"" FOR�� Iy � �yA .. 5l„,,,r ' :�ryl�"�y°�+ AW TERM REMOVED WHEN VULGES'DEVELOP IN THE SILT . .,,. APPROVAL FENCE, 09 �� l��& �. a�-��R��� �,���� � 4���� I~ `v'a�,�_ ,..... �'� "`+• ~ ` "ti. 77DALWETLANDS BOUNDAR✓ AS DETERMINED BY EN-C(1PISULTANrS 0Al s-6-202O, EQUALS MNW EXISTING 04'WOOD STEPS AND 6k4"WOO LANDING o,• TO BE REMOVED AND REPLACED(1N-PLACE)' r�.36' PROPOSED GRADE LEVEL TOE Cµ k. STON ARMOUR `• STEPPING STONES(TYP) .. BAIVk LfMIT ^� 0 AREA SEAWARD OF PROPOSED GRAVEL AREA t 7� �y C7 r ` f� " �ry p~~ PAno TO REMAIN AS NON-DISTURBANCE GALLEYS I ^ n C E q r BUFFER(,0 EXISANG VEGETATION TO 8E RIM. 8.0 _M_ a � � &� Z ) a yCJ ". 3 REMOVED. EXISTING d PLACE APPROIC 50 CY FILL TO RASEREMOVED 4O x` ti 3 carGRADE A MAX. OF T FOOT. q° PROPOSED 336 SF G GRADE LEVEL PERVIOUS GRAVEL PATdO TO BE CCMJS7RUCIED IN PLACr OF EXIS77NG ?CIF WALL N g 670 SF BRICK PA 770 r0 Bf REMOVED Bw zoo MIlY SFE 7R/BU7ARY AREA 2 X7 STEPS y I PROPOSED(2) CONCRETE"LEACHING GALLEYS REMOVED B. !raT T•�C Q sy B RIM 7.9 IIP e _. � e �� r � 37.5 sF Pr,RnoN of ExrsnNG 4DD1770JV Bw 6.G» I {" SCREENED PORCH TO BE REMOVED p 04 w. r � g 5 F BwSo 15 � � "'�eb•".'� _ a g,�. , "r �� " L 20' YF ADOtT7CNJ 0� -, a ,y 17.7' NEW B=5 x5=5'WOOD S7EP5 EXTEND 70 PORCH WALL of * 4"" �� PROPOSED 30 SF RAISED ►NIDD STUOP tN PLACE OF BKCt :O DOORS o• R Fps sus»Hd ` 'err w O B DOOR O REMAIN '° Z Y»g pr�ap PROPOSED 86 SF Ar GRADE MASONRY PA 770 4 r GRADE oc�w �, wa m (EL..*8.5) 'ADD177ON Bw.Bo ti N. Hpa 41N�j�yQoDW aI - Rear f6.5 PROPOSED f6 SF J STORY ADD177CNJ 77HANG do +NA aYp X rp fqT s s i< 6' REMOVED r a' �„� m * �✓ " tikO � y4 r � Rso' — 56 Sr POR77ON OF EXISTING DFf£LL1NG TO 8E REMOVED T00aAr ta5 a X74' W qa" ^�y -- POR770N OF FXIS7TNG HOUSE WTHIN SIDE YARD SAN C.C7.$ACK"" cw+ PROPOSED UNDERGROUND PROPANE TANK RIM.t8.5 yy: R v"acc +a� 6` (APPROX. 1000GAL.)(401016) INV i°6.5 W ^. 70 VERIFY N 0Hta TA3.. 4is• ry EXISTING GRAVEL DRIVEWAY TO BE REMOVED IG INVERT) ar ear ' ^r6bc Q P y�gBq PROPOSED 4'-0'x 8'-0'OUTDOOR SHOWER W1 5TAINNG WAU3' rry' +IO. R ' STONE PAVERS Ar GRADE, (PRoWoE 55 GAL. DRUM -Y GINE TO 8E pl MP's" M^9h"" H �a77C Bw-150uu HTy iii E STORAGE UNDER'SHOWER)) OF z4rA pH +Y a r '�*, C3 PROPOSED 222 SF NDS 7UFE7RACK PERMEABLE GRASS TEM TO BE �" / PAVER PATIO, 18"-6 X12'-0' 'TANDARDS 8.5+ O yl` P. NEW GENERATOR TO itEFYACE FX1SnNG PROPOSED 37 SF COVERED PORCH ROL PANEL w g p CA1577NO OVERHEAD ELECTRICAL LINES 70 BE BURIED, h � 10, PotE TO BE R£MOiED" � +92 4 pi�' r� (CONTRACTOR 7Yl COom)/NATE W9TN LOCAL UTILITY E REMOVED to c 1 COMPANY.) rEsr M/A/ PROPOSED AT GRADE STfPP/NG S7LWE NQ[E 50X EXP. ASS AN500 Bw ts% _s' CAPACIT)) +' OA PRpPOscD STONE ST'OO'P&S7EPS L AND BASIN ROOF OVERHANG AT GARAGE TO BE REMOVED 4NO DETAIL) a, NEW 104 SF STONE APa40N TO REPLACE CONCR£1E Bw 6.0 EXISTING BURIED LP TANK 70 BE REMOVED AJN/NG WALL 7 - PROPOSED INRL7RAT0R'OUICK4 STANDARD CHAMBER .FT HEIGHT 0�r t INSTALL (3)ROWS 283'WIDE X t24LF(721F TOTAL. ' 6 - NOT INCLUDING ENO CAP). INSTALL DISTAL HEAD TO BE INSTALLED A r END OF EACH ROW! SEE SNEEr 2. 4RY AREA 3 r5 + EAIS77NG U77LITY POLE 70 BE REMOVED I1NG GALLEY + RIM. 9.5 m (CONN7RACTOR 70COO7TDiNAlE W1TN LOCAL - ' ` Bw 50 _ -"r s + l...l I unurY CoMPANY") + J ZONE X AL Bw 4.G � { 3 rti„ .,. J,2% CHANCE ANhV DN1J FLOOD..�^- N/F PROPOSED FILL THIS AREA. 7 0 >-�pqp N.THEODOSOPOULOS Of REMOVED PLACE APPROX. 110 Cy TO 1 RETAw1NG WALL BW AO RAISE GRADE A MAX OF MI" ✓ 5 FEET ° SEE TRIBUTARY AREA 4 ??Ty UNE TG BE A 2. MTh`WGETA77ON 3' � - / -, � �. IP PROPOSED(4)CON+:Y7E7E LEACHING GALLEYS WN 75'OF MNW) O y .- -.� ..... ` w l RIM. 6.6.5 TAINING WALL l .--r _ C5FT HEIGHT i PROPOSED GRAVEL DRYWWAY BW 5.0 6 y BOUND+ w EXISTNO'OVERHEAD WIRES TO BE REMOVED - 0 RCE PROPOSED'UNOFRGROUND ELEC. SERVICE COISTAIBARRIER RES I I (CoW7RAC70R TO COCMNATE WITH LOCAL UnLIrY`COMPANY.) V sn EXS77NG WELL TO BE ABANDONED PROPOSED 396$F NI7S 77)FF7RACK'PERNOUS GRASS PAVER PARKING AREA. 422.0_,.._.-"MON. e w '_9.2 ON, �. _:.:.. PRoPOSEO GEOTHERMAL LOOP FIELD-5 T'0NS N 7*5 w ©Oy()�/y 75aF OF BORING- i CLOSET?I 'S VITAL ✓ a r! ✓ o (LoCAnm AND SPECYFIC'AT70NS ADED BY U'P° W/1APCT-1077NG - c I MILLER ENW7RONMENTAL GROUP) r7 I Asscs5o,,s PROJECT INFORMATION Issue Date: Set., 8/30/22 Permit Set Generated by REScheck-Web Software scTM# 1000-71_01-05 �y PROPERTY 495 North Parish Dr. Compliance Certificate ADDRESS SOUTHOLD NY 11971 ZONING R40 Project SCOTT BUILDING HEIGHT ALLOWABLE- 35' Energy Code: 2018 IECC ACTUAL-25' _ Location: Southold, New York ENERGY CODE COMPLIES WITH 2018 IECC Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 218 deg. from North Conditioned Floor Area: 3,692 ft2 Glazing Area 22% DRAWING LIST Climate Zone: 4 (5572 HDD) Permit Date: Sheet No. Sheet Title Date � aeD AFR? Permit Number: G> 4 KRq A-000 Cover Sheet 8/30/22 �� y MFS lv Construction Site: Owner/Agent: Designer/Contractor: A-002 Code Sheet 8/30/22 495 Parish Drive A-005 Window& Door Schedule 8/30/22 � 'Ar Southold, NY 11971 A-100 Foundation Plan 8/30/22 * �, A-101 First Floor Plan 8/30/22 A-102 Second Floor Plan 8/30/22 N'�.9� 02480 F 8/30/22 N A-200 Elevations A-103 Roof Plan OF � 8/30/22 Compliance: 18.5%Better Than Code Maximum UA: 764 Your UA: 623 Maximum SHGC: 0.40 Your SHGC: 0.31 N The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. A-201 Elevations 8/30/22 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. A-300 Buildincl Section 8/30/22 Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each slab-on-grade A-301 Building Section 8/30/22 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. A-302 Building Section 8/30/22 S-101 Structural 1st FI. Framing Plan 8/15/22 Envelope Assemblies S-102 Structural 2nd FI. Framing Plan 8/15/22 S-103 Structural Roof Framing Plan 8/15/22 Drawing Legend: e r �xx [ = = = = = = i Wall To Be Removed . , i Wall To Remain S 9 a 1 Roof Deck-2nd Floor: Flat Ceiling or Scissor Truss 396 49.0 7.7 0.022 0.026 9 10' New Wall Flat(EPDM) Roofs @Great rm, main BR&cabana: 488 49.0 7.7 0.022 0.026 10 12 New Foundation Wall Flat Ceiling or Scissor Truss -————_—- Lines Above Skylight: Metal Frame 28 0.550 0.550 15 15 ------------ Lines Below SHGC: 0.40 EPDM Roof-Bridge 1st and 2nd FI: Flat Ceiling or 130 49.0 7.7 0.022 0.026 3 3 — — — — — Guidelines Scissor Truss -----•----- Fence Metal Gable (E/W) over Garage: Cathedral Ceiling 540 49.0 1.3 0.021 0.026 11 14 101 Metal Gable(E/W): Cathedral Ceiling 1,101 49.0 1.3 0.021 0.026 23 29 Door Tag North Wall:Wood Frame, 16"D.C. 1,581 19.0 8.2 0.039 0.060 40 62 Orientation: Back 101 Window Tag North Door-9:Solid Door(under 50%glazing) 18 0.190 0.320 4 6 Orientation: Back North Door-4: Glass Door(over 50%glazing) nxxxx —� Section X, SHGC: 0.31 55 0.280 0.320 15 18 Sheet A-XXX Orientation: Back North Door-5: Glass Door(over 50%glazing) SHGC: 0.31 68 0.280 0.320 19 22 Detail Tag Orientation: Back x0n Elevation Tag Project Title: SCOTT Report date: 08/11/22 x Data filename: Page 1 of11 x Axxx x Interior Elevation Tag X M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m 4"Vent Thru Roof ROOF J. Civil Engineer: 2" 2" _ 2" Barrett,Bonacci&Van Weele,P.C. —r----T-- -T-- T-----,_— 175A Commerce Dr.,Hauppauge,NY,11788 1---------.r--"''_ _—I---- 1 1 1 1 i --� Phone:(631)-435-1111 2' 2"1 1 1/2"1 2"I 2"1 1 i/2"1 2" 1 1 2" 2"1 2"1 1 1/2"i 2"I LAV. i LAV. I LAV. I LAV. LAV. 1 I w.c. I w.c. W W7C. Structural Engineer: SHOWER SHOWER TUB Evan Akselrad Engineer 2ND FLOOR 860 United Nations Plaza,New York,NY,10017 T2" 1 1/2" 3" 2" 1 1/2" 2" 2" )2" )3"__ 3" 2' Phone:(917)-689-0301 C.O.I C.O. WET BAR BATH 4 BATH 3 2ND FLR. BUNK BATH LAUNDRY —r--1---------r---r---r----- I 2" ' 1 Scott Residence 4„ 4„ 1 1/2"1 2"l 2"1 (2" 1 1/2"1 1 1/2"1 2"I 2"1 1 1/2"l 1 1/2"1 2"l l2" 111/2 11 1/2" 12" % Lay. K I Lay. SINK LAv.TLAV l i 495 N. Parish Dr. w.c. TW I w.c. DW w.c. w.c. I Southold NY 11971 1ST FLOOR TSHOWER SHOWER TUB 1 1/2" 2" 2" 1 1/2" 3" 2" 2" 3" 11/2" 3" SCTM# (1000-71-1-5) C.O. C.O. POWDER LAUNDRY/ BATH 2 KITCHEN CABANA BATH 1 MUDROOM F.A.I.+---- r---- 1 1/2"l Cover Sheet SINK EXIST. FOUNDATION SCALE:As Noted 1 1/2" HOUSE TRAP CONNECTTOA-000 APPROVED PLUMBING RISER DIAGRAM SANITARY SYSTEM Scale: NTS © 2020 Meryl Kramer Architect All Rights Reserved GENERAL NOTES- FOUNDATION NOTES: Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE 8/30/22 Permit Set 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM — GIRDER AS SPECIFIED BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. _ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A-615 GRADE 60. — BLOCKING PER ULTIMATE ICE SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE MANUFACTURES SPEC. GROUND SNOW LOAD SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS WIND SPEED(MPH) REQUIRED VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE — JOISTAS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. / FOUNDATION HAS BEEN DESIGNED FOR A SOIL — METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW i I MANUFACTURES SPEC. THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. CONTRACTOR TO INFORM ARCHITECT IF UNEXPECTED 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 11 Typical Joist Hanger LIGHT WOOD-FRAME WALL SOIL CONDITIONS THAT ARE SUBSTANTIALLY DIFFERENT Not To Scale THAN THOSE IN THE TEST HOLE REPORT ARE 6 THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE DISCOVERED DURING THE COURSE OF CONSTRUCTION. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. RAFTER • PLYWOOD OPENINGS 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING PROTECTION;THICKNESS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY (1)SIMPSON H2A STRAP PER DEPENDS ON WINDOW OPENING 3. PROVIDE FLASHING AT ALL ROOF BREAKS, OF LESS THAN 2 TONS PER SQUARE FOOT. RAFTER w/(12)8d COMMON NAILS _ _ WIDTH(1) CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS �REp qRc AND DECKS ETC. 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. K WALL PLATES R9 ° 4. DO NOT SCALE DRAWINGS. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. STUD WALL l' NOTE: IN LIEU OF SCREWS,LUGS (1)CSHP18 METAL WITH NUTS AND WASHERS MAY 5. DESIGN CONSULTANTS OR RECORD ARCHITECT 10 FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. STRAP PER STUD w/ BE USED ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, (1)CSHP18 METAL STRAP PER ; e (8)8D COMMON SUPERVISION,OR ADMINISTRATION OF THIS 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GRSW OR SP SOILS PER USCS(ASTM D 2487)AND 1S TO BE (P Rafter/Plate/Stud Connection STUD w/(8)8D COMMON NAILS PER END CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. �A 024802 1 NAILS PER 10"END LENGTH SEE ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE Not To Scale DETAIL s RESPONSIBILITY OF THE CONTRACTOR. 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 OF ME'N • A REBAR DOWELS. 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: FACILITATE CONSTRUCTION AND SHALL NOT BE ANCHOR BOLTS CONSTRUED AS A CONTRACT BETWEEN BUILDER AND WALL STUD w/0.229"x3"x3" OWNER. A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. ; BEARING PLATES, FRAMI G (TYP.) 7. THIS STRUCTURE HAS BEEN DESIGNED IN B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. i^ 3"No.8 SCREWS 12"O.C. ACCORDANCE WITH THE NEW YORK STATE ENERGY INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. _ — CONSERVATION CODE. Drawing Legend: C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA CONC.WALL WASHER(TYP.) 8. CONTRACTOR SHALL OBTAIN ALL PERMITS TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. � � _ _ _ _ _ � Wall To Be Removed �-- FLOOR JOIST 9. DIMENSIONS, ELEVATIONS,MEMBER SIZES,AND D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY Wall To Remain �� DETAILS OF EXISTING STRUCTURE SHOWN IN THE BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 1/2"PLYWOOD New Wall DRAWINGS ARE BASED ON LIMITED FIELD New Foundation Wall MEASUREMENTS AND MAY NOT BE ACCURATE. THE F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. GLASS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND -------_ Lines Above ANCHOR BOLT CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT 4'O.C.(TYPICAL) AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. - Lines Below WALL STUD 12"FROM CORNERS First Floor & Sill Anchors SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY w/0.229"x3"x3" 9 PLASTIC-COATED DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN ------•— Guidelines (1)CSHP18 METAL BEARING PLATES, Not To Scale PERMANENT WOOD SCREW ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR STRAP PER STUD THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION THREE FEET FROM NEW WALL. — — — -- Fence w/(8)8D COMMON (TYP.) ANCHORS OR CONSTRUCTION. GLASS O - NAILS PER END ° 1/2"PLYWOOD 101 Door Tag 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE FRAMING BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND _ LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 101 Window Tag Stud Straps @ Second Floor Box IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 2 DESIGN AND PROVIDE ALL REQUIRED SHORING AND FRAMING NOTES: Not To Scale BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN Axxxx Section X, Header & Post Tie Downs $ THE STABILITY AND SAFETY OF THE SEE STRUCTURAL DRAWINGS BY EVAN AKSELRAD ENGINEER FOR ALL STRUCTURAL STEEL Sheet A-XXX Not To Scale i WASHER(TYP.) PARTIALLY-COMPLETED STRUCTURE AND FOR AND FRAMING LUMBER NOTES AND SPECIFICATIONS. 21/2" T7/ CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED 7 L� MIN. Nail Sizes Joint Description (Common nails U.O.N.) Nail Spacing - __ DESIGN LOADS. Detail Tag `� �3"No.8 SCREWS 12"O.C. ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS x PLYWOOD OPENINGS PROTECTION TO SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE A— Elevation Tag Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE BEAM (2) 1/2"DIA. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist SPECIFICALLY DETAILED. THE APPLICABILITY OF THE THROUGH-BOLTS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF x -- -- >w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap ALTERNATE T0120 MPH CERTIFIED WINDOW THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLYWHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION x Axxx x Interior Elevation Tag Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND IN THE DRAWINGS. Blocking to Rafter(Toe-nailed) 2-8d each end x DECK POST 51/2" 4 4 Rim Board to Rafter(End-nailed) 2-16d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY MIN. TYP. TYP. WALL FRAMING RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF L_ 3 2 3 3 2 3 v Top Plates at Intersections(Face-nailed) 4-16d joints-each side WORK DOES NOT INCLUDE THE ADEQUACY OF THE Stud to Stud(Face-nailed) 2-16d 24"o.c. CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. OST BALE Header to Header(Face-nailed) 16d 16"o.c.along edges •• --P ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud j tip- -p 2-16d per 2x6 stud ,.. a 2-16d per 2x8 stud M E R Y L K R A M E R 2 1 2 2 1 2 1,2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot a r c h i t e c t p —�— (Face-nailed) FLOOR FRAMING Deck Beam/Post Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 2 6 0 HORTONS LANE Not To Scale Bridging to Joist(Toe-nailed) 2-8d each end POST OFFICE BOX 1600 Blocking to Joist(Toe-nailed) 2-8d each end 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block S O U T H O L D, N Y 1 1 9 7 1 Ledger Strip to Beam(Face-nailed) 3-16d each joist 6 3 1 - 4 7 7 - 8 7 3 6 Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist Band Joist to Joist(End-nailed) 3-16d perjoist m k a r c h i t e c t c o m CSHP18 METAL 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot — STRAPS w/(8)8D COMMON NAILS PER �P' ROOF SHEATHING 10"END LENGTH 3 2 2 3 RAFTER Structural Panels 8d SEE NAILING SCHEDULE �t � BLOCKING Diagonal Board Sheathing Civil Engineer: Barrett,Bonacci&Van Weele,P.C. 1"x 6"or 1"x 8" 2-8d per support 175A Commerce Dr.,Hauppauge,NY,11788 RIDGE BEAM 1"x 10"or wider 3-8d per support Phone:(631)-435-1111 CEILING SHEATHING Structural Engineer: 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field Evan Akselrad Engineer Rafter Straps 860 United Nations 689-03Plaza,New York,NY,10017 4 Not To Scale WALL SHEATHING Structural Panels 8d (see detail 10/AO02) 2x4 BLOCKING AT PANEL EDGES WOOD BEAM Fiberboard Panels 7/16" 6d 3"edge/6"field • i ° 3 2 2 3v r 25/32" 8d 3"edge/6"field WALL STUDS,SEE PLAN Scott Residence STEEL PLATE ~ Gypsum Wallboard 5d 7"edge/10"field Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) 495 N. Parish Dr. STEEL COLUMN Particleboard Panels 8d (see table 3.9) • Southold NY 11971 Diagonal Board Sheathing ROOF SHEATHING NAILING SCHEDULE 1"x 6"or 1"x 8" 2-8d per support PANEL EDGE FASTENING, SCTM# (1000-71-1-5) 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc Zone 1 Zone 2 Zone 3 FLOOR SHEA HING PANEL INTERMEDIATE FASTENING, Structural Panels 8d COMMON NAILS AT 6"oc FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field STEEL COLUMN WALL SHEATHING,SEE PLAN, greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO ° 1 STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED ' I 1 1"x 6"or 1"x 8" 2-8d per support Code Sheet V 1 • I•. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1"x 10"or wider 3-8d per support CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. e SCALE:As Noted 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed d a• .' a•o'' d 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 10 Porch Beam/Column Anchor Simplified Roof Sheathing Nailing Schedule Typical Wall Sheathing Layout & Fastening A-002 Not To Scale 5 p g g 7Not To Scale Not To Scale © 2020 Meryl Kramer Architect All Rights Reserved WINDOW SCHEDULE by type NO. QUANTITY MANUFACTURER MODEL NO. ** TYPE GLASS RO WIDTH RO HEIGHT REMARKS issue date: set: 8/30/22 Permit Set Loewen custom mulled unit A 1 Custom 5151/2" 7'51/8" B 2 French Casement Bi-parting Casement 5'01/2" 4'01/2" Push-out Casement, Typ. C 2 3 mulled units: Left Casement-Fixed Casement-Right Custom 7'61/2" 4'01/2" Casement EGRESS, Push-out Casement, T D 1 Right Casement over Stationary Awning Custom 2'111/2" 63 3/4" Push-out Casement, T WINDOW NOTES: E 1 3 mulled Awning units Custom 7'61/2" 1'81/2" - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRfOR TO PLACING ORDER F 1 French Casement Bi-parting Casement 418 1/2" 4'01/2" EGRESS, Push-out Casement T . - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR G 5 Awning Awning 1'81/2" 1'81/2" TO FRAMING H 1 French Casement Bi-parting Casement 4'01/2" 4'01/2" Push-out Casement, Typ. - LoE4 GLASS .�EREo ARc Loewen custom mulled unit - WINDOW HARDWARE (MIAMI & DALLAS - SATIN NICKEL) �v� ��L Kl��y/>�� EXTERIOR FINISH: 'CLEAR ANODIZED' I 2 Custom 5'51/2" 6'7 3/4" - INTERIOR FINISH: FACTORY PRIMED, PAINTED WHITE (PAINT BY G.C., COLOR T.B.D.) N� J 4 3 mulled units: see C above Custom 7'61/2" 5'0 1/2" EGRESS, Order with Limiting Control Device - SCREENS (HIGH TRANS MESH OR EQ INSECT SCREEN) '��� °?480'L yoQ- K 2 Casement Casement 2'21/2" 5'01/2" Push-out Casement T . Order with LimitingControl Device AT ALL OPERABLE WINDOWS of NE`N L 1 3 mulled units: see C above Custom 5'115/8" 618 3/8" EGRESS, Order with LimitingControl Device - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS M 1 4 mulled awning units Custom 13'61/2" 1'81/2" N 1 French Casement w/fixed transom above Bi-parting Casement 4'01/2" 6121/2" EGRESS, Order with Limiting Control Device, Push-out Casement TO. Drawing Legend: Wall To Be Removed Wall To Remain New Wall EXTERIOR SCHEDULENew Foundation Wall -------- Lines Above ROUGH OPENING ------------ Lines Below — — — — — Guidelines NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE FINISH RO Width RO Height EXTERIOR DOOR NOTES: — — — -- Fence - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW 101 Door Tag 1a 1 'T—Loewen Fixed Side Lite PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE —_ PRIOR TO FRAMING Window Tag 1 I 1 Loewen Swing Simple ��3'3" 8'0" 101 2 1 ( General or Equal Overhead 16'51/2" 710" - LoE4 GLASS 3 1 Select Doors SwingSimple 13'1 2" 6'71/4" - GLIDING DOOR HARDWARE (MIAMI & DALLAS : A Section h eItAXXX 4 1 Loewen Slider 8'01/4" 6'101/2" SATIN NICKEL INTERIOR + EXTERIOR) 5 1 Loewen Slider 9167/8' 6'101/2" - ENTRY DOOR HARDWARE (BALDWIN - ` L� Detail Tag 6 j 1 Loewen Slider 916 7/8" 6'101/2" MORTISE ENTRY LOCKSET, #5173 LEVER, 7 1 Loewen Slider 916 7/8" 61101/2" FINISH; SATIN NICKEL INTERIOR + EXTERIOR) x_ nxx Elevation Tag 8 1 Loewen Swing Simple 312" 6'91/4" - EXTERIOR FINISH: 'CLEAR ANODIZED'-INTERIOR FINISH: FACTORY PRIMED, PAINTED WHITE x 9 1 Select Doors Swing Simple 2'7" 6'101/2" (PAINT BY G.C. COLOR T.B.D.) x Ox Interior Elevation Tag 10 1 Loewen Swing Simple 2'9" 6'8 1/2" - SCREEN (HIGH TRANS MESH OR EQ INSECT SCREEN, x 11 1 Loewen Slider 5'115/8" 6'8 3/8" FRAME TO MATCH EXTERIOR) 12 _1 _ _ Loewen Slider 5'115/8" 6'8 3/8" - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS M E R Y L K R A M E R a r c h i t e c t INTErRh 10 , DO U LE 2 6 0 HORTONS LANE 101 j 1 jTrustile or Equal pending architect review Pocket Simple Solid flat panel, primed 2'51/2" 618" 214" 618" 13/4" Privacy INTERIOR DOOR NOTES: POST OFFICE BOX 1600 102 1 Pocket Simple 2191/2" 618" 218" 618" 13/4" Passage - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW S O U T H O L D, NY 1 19 7 I 6l ow 1 Pocket Simple 2'91/2" 618" 218" 68" PRIOR TO PLACING ORDER 6 3 1 - 4 7 7 - 8 7 3 6 13/4" Passage - HARDWARE: BALDWIN, SATIN NICKEL FINISH, , 104 1 SwingSimple 3'11/2" 618" 310" 6'8" 13/8" Privacy SEE SCHEDULE FOR LOCKSET TYPE m k a r c h i t e c tc o m 105 _ 1Pocket Simple 2'91/2" 618" 218" 618" 13/4" Passage 1. SWING DOORS: BALDWIN #5173 LEVER WITH #5046 ROSE,, 107 Swing Simple j2'71/2" 618" 216" 6'8" 13/4" Privacy #5146 AT PRIVACY 108 1 Pocket Simple 2151/2" 618" 214" 618" 13/4" Privacy 2. POCKET DOORS: BALDWIN SANTA MONICA RECTANGULAR FLUSH 4" 111 1 Swing Simple 1151/2" 618" 114" 618" 13/4" Passage POCKET DOOR PULL #150 SATIN NICKEL FINISH Civil Engineer: Barrett,Bonacci&Van Weele,P.C. 112 1 SwingSimple 219 1/2" 618" 218" 6'8" 13 4" Privacy 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): EMTEK 175A Commerce Dr.,Hauppauge,NY,11788 113 1 Swin 131-part 4111/2" 618" 410" 6'8" 13/4w Passage CYLINDER FLOOR BUMPER, 1.187" DIA., SATIN NICKEL FINISH Phone:(631)-435-1111 114 1 Swing Simple 2'71/2" 618" 216" 618" 13/4" Privacy 115 1 Swing Simple Frosted glass panel door 2'51/2" 618" 214" 618" 13/4" Privacy Struvan ctural Engineer 201 __ 860 United Nations Plaza,New York,NY,10017 Swing Simple 2'91/2" 7'0" 2'8" 7'0" 13/4" Privacy Phone:(917)-689-0301 202 1 Slider 4191/2" 618" 418" 6'8" 13/4" Passage 203 _ 1 Pocket Simple 2'71/2" 618" 216" 618" 13/4" Privacy 204 1 Swing Simple 2'91/2" 710" 218" 710" 13/4" Privacy 205 1 Slider j5111/2" 618" 5'0" 618" 13/4" Passage Scott Residence 206 1 Pocket Simple 2'71/2" 618" 2`6" 618" 13/4" Privacy 207 1 Swing Simple 3'11/2" 618" 310" 618" 13/4" Passage 495 N. Parish Dr. 208 1 Pocket Simple j 2'91/2" 618" 218" 618" 13/4" Privacy Southold NY 11971 209 1 1 Swing Simple 12'71/2" 1618H 1216B 618" 13/4" Privacy SCTM# (1000-71-1-5) 210 1 IPocketSimple j2'51/2" 1618H 214" 6'8" 13/4" Privacy Window & Door Schedule SCALE:As Noted A-®05 © 2020 Meryl Kramer Architect All Rights Reserved 2 1 1 A-302 A-301 20 Issue Date: Set: 8/30/22 Permit Set NEW PIERS&FOOTINGS, REMOVE NEW PIERS&FOOTINGS, FOR SCREEN PORCH PIERS&FOOTINGS FOR SCREEN PORCH SEE STRUCTURAL SEE STRUCTURAL D AWINGS 31'-4' DRAWINGS L-- -�- --I-F= �- L-- NEW GIRDEIFt,SEE SIfRUCTURA I I REMOVE REMOVE PIERS&FOOTINGS PIERS&FOOTINGS I o NEW FOOTINGS, 1 1 L 1 0� SCREEN PORCH ABOVE i j l FOR DECK I L_J _ SE STRUCTDRAWGSAL I Z� I --I---1 --------� ¢LD� Cy/� IJ II II II II u I � III IIi IIII I o II II II I r I( NEW PIERIA 204804 2Z)� &FOOTING,o IpQ r .� III I I I 11 III I I I I - - SEE STRUCTURAL OF N E� III I w o I NEW WOOD DECK I I -------1____ I DRAWINGS III I W LL I I ABOVE I I ❑ --. �_ _._�_ __ U___ _ __-..- ❑ o__.._ ;__ _o.._ _ . ,..__�_:_. III I I I _ � r _ 1I � , -- � — — -- � - - - �- --- - - - r — — • — r ————————— ——————————————————————— - - - - - - -- --------- V— MOVEBILCODOORAND NEW COLUMN, - - II I FOUNDATION WALLS _I U _ , _ _ , _07 DOI I 1 NEW COLUMN, U _ , _ )J _ SEE STRUCTURAL //SEE STRUCTURAL I I I rn 11 I I I SEE STRUCTURAL I I DRAWINGS 4/ III w DRAWINGS NEW WOOD STOOP I 11 I I I DRAWINGS FOR NEW I I l IABOVE I I II I III I 1 DECK STRUCTURE I I om t J I III Drawing Legend: _T _tr t I I SII II II II L------_ - Wall To Be Removed III I I I IF CURE NEW FOUNDATION &FOOTINGS, LL&FOOTINGS TO EXIST. NEW FOUND.WALL SEE STRUCTURAL 1 Wall To Remain A-300 I I n I I n 1 I I DRAWINGS New Wall u _ A 300 =__-----_ __------- ------- -------------- ------- I -- ---� New Foundation Wall ---_-- _- REMOVE --.-----_ Lines Above EXIST.(3)2x10 DROP GIRDER ------__ . -- - \ \ FOUNDATION WALLS 0— -� - - \\ \ \ ------------ Lines Below NEW FOUND.WALL / IN-WALL \ \ \ 2 &FOOTINGS, - --------------- - \ - - - - SEE STRUCTURAL -_ _ / GAS FIREPLACE FLUE EXHAUST (` VENT \\ \\ - Guidelines DRAWINGS /--------------- - NEW FLOOR JOISTS N \\ ----------- Fence 20 / PATCH NEW SEE STRUCTURAL a \\ \ \ IN-WAL / SLAB AREA AT N G \\ \� Door Ta g VEN / / NEW CRAWL AREA Ir UNFINISHED \\\ \ \ EX.WINDOW o�? EX.WINDOW SECURE NEW FOUNDATION / \ \ \ / EXIST.CRAWL o o BASEMENT NEW CRAWL CRAW \ WALL&FOOTINGS / / NEW CRAWL TO REMAIN �= TO REMAIN \ \ \ TO EXIST. / SISPACE o(D SPACE SPACE \ \ 101 Window Tag / SPACE ACCESS 0 \\ \ 2 X @J / NEW COL.&FOOTING, NEW COL.&FOOTING, \\\ \ \ x SECURE NEW FOUNDATION 4'-10" 8" \ -200 Axxx Section X, / WALL&FOOTINGS TO EXIST. SEE STRUCTURAL x SEE STRUCTURAL \\ \ \ NEW OPENING IN FOUND.WALL / DRAWINGS ----- "' DRAWINGS \\ \ \ FOR BASEMENT ACCESS STAIR d. -I r----- NEW FOUND.WALLEXIST. (3) 2x10 DROP GIRDER - \ \ \ I Detail Tag &FOOTINGS, �- SEE STRUCTURAL z 1 I I I o DRAWINGS p' a L-------I L-------J o NEW BILCO =I o _ _ ____r+ _ C.L._ DOOR Elevation Tag - ON DOOR&STEPS I r ih &STAIR NEW COLUMN, NEW COLUMN, tL c� NEW z o SEE STRUCTURAL SEE STRUCTURAL x w w VEST. DRAWINGS DRAWINGS o x O x Interior Elevation Tag 5'-8" IL x EXIST.(3)2x10 DROP GIRDER o I 4'-0" - - - --f}-- —� --T— --0 -- - o ALIGN NEW I I o s - �' I PARTITION WALL i (EXIST. w/SIDE OF EX.PIER I E CEESI o o IAIR HANDLE w 1 H C E S I w { I ( 0 v J ' J lbILL �x7 � 6 w <a w I 7 `� L G tz r S S r�=T= NEW CRAWL W 011- EXIST. M E R Y L K R A M E R T 2 \ \ 1 ( SPACE ACCESS p I WELL /'2 a r c h i t e c t T ( _ _ PATCH NEW EXIST. EQUIP. A-3OO A-300 L,.1 r N D o w �– i � ._ t,v E LL_ �--� EXIST. \l y I I 3'0 3 w i SLAB AREA UTILITY SINK H.W. / J EXIST. lu` cam' v o EXIST. o � � / L__�.��_-� I OIL TANK � I I ----- I - GENERATOR/SECURIT0 Y -� I IF, I I PANELS v 2 6 0 H O R T O N S LANE d ci - --- - --a- _ ----- - ri POST OFFICE BOX I600 -----�--------- -- V SOUTHOLD, NY 1 1971 zI I I I ! NEW CRAWL I I I 6 3 1 - 4 7 7 - 8 7 3 6 a~l C14NEW GRADE BEAM, BELOW ENTRY NEW GRADE BEAM, a l o1Z SEE STRUCTURAL w/ P.C.SLAB SEE STRUCTURAL I m k a r c h i t e c t , c o m 2 DRAWINGS DRAWINGS STONE STEPS 1 2 A-3O 1 NEW FLOOR JOISTS _c3 ABOVE SEE STRUCTURAL I I I A-301 ICA I I - ®- 4 f'if7`•' _''p' 0' V 67 'p I Civil Engineer: v ------- -_j Barrett,Bonacci&Van Weele,P.C. 175A Commerce Dr.,Hauppauge,NY,11788 20'-3" v Phone:(631)-435-1111 2 A-302 r e StancturalAkselraEggneer. YUTN EXISTING FND.WALL v 860 United Nations Plaza,New York,NY,10017 Phone:(917)-689-0301 AS REQ.FOR NEW DOOR o ' 0 a UNEXCAVATED Scott Residence A-301 FOUNDATION I 3 495 N. Parish Dr. A-301 Southold NY 11971 o SCTM# (1000-71-1-5) 0 v Foundation Plan SCALE:As Noted Foundation Plan — — 1 Scale: 1/4" = 1'-0" A- 1 00 1 A-301 1 © 2020 Meryl Kramer Architect '200 All Rights Reserved 2 1 1 A-302 A-301 -20 Issue Date: Set: DECK 28'-5 1/2" 31'4" 2'-10" VIF 13'-5 1/2" 8/30/22 Permit Set C.L.WINDOWS+ SCREEN PORCH 2'-10" 10" R.O.9'-6 7/8" 3/ R.O.9';6 7/8" 5 /4" R.O.9'-6 7/8" 10" VIF j1 l - 6rro- -- - o tl N a IN-WALL IN-WALL I DOWN- DOW N- 51/2" SPOUT 1 15'-21/2" 15'-21/2" 1 SPOUT 5 /2" - - -- - J UP ❑ I I 'I I r'-- L, SCREEN PORCH WOOD DECKING III Of j HANDRAIL& NEW STAIR PER NYSRCWOOD R311, TYP. ( UP > RED qRL' STEPS h, KRq V N I —cv II NEW ..1 N WO D � O HANDRAIL& s CODE COMPLIANT GUARDRAIL I N II _01_ I I STEPS STAIR PER NYSRC I ;�r oZ�r o' R311,TYP. N AS PER NYSRC R312 I o o cl�I w I m O 6 O m I V 9j� ?4802 O N I - -- -- I I OF NE`N�l \ m -----=------------Y--------- -------------- -------------- -----------Y---------------- M ._ .. .. N to ---------- -'------------�_r�,----------- -_._ NEW WOOD DECK � � m M EQ VIF R.O.9'-6 7/8" 5 / ^ EQ EQ 5 / R.O.9'-6 7/8" E VIF CODE COMPLIANT N O _ 8 EW WOOD GUARDRAIL Lo IN-WALL R.O.9--6 7/8" IN-wAL STOOP AS PER NYSRC ti DOWN- DOWN- 5'-6" R312 SPOUT i SPOUT VIF 13-11/2" IO 33/8' Drawing Legend: R.O.T-113/4" Wall To Be Removed GREATI ROOM I I I ( Wall To Remain 1 I WOOD FLOOR(F1) BIB BSE 1 A-300 O STONE HEARTH _s i I I I A-300 New Wall PER NYS R1004 1 I I i I -- - 5'-01/2 - 5 /2 -_- -gam New Foundation Wall GAS _ / CIL. FIRE=- I m " - - - - - - - - - - - - - - - - - - - - - - ISLAND _I _I_KITCHEN 0n 00 -------- Lines Above I > m i 3'6" 9'"2" WOODi)00 C.L. ��\� ------------ Lines Below ® DQOR PLACE I > , I, &ROOM L LISTED VENTED GAS I _ III I I \ > PER NYS R1004 o Roo �` - - - - - Guidelines I Gal CABANA - — — — -- Fence FIREPLACE I I I ( o Q i___-- _—i �— I N a - ---- I I I - (F3) �` 101 Door Tag "' // 2'-0" IN-WALL ! i I IN-WAL DOWN- F_T----I - I--DOW-J_J ,g SPOUT ( Ir -�,I -�l I SPOUT I 1 ALIGfV�I�EDG _I I ro W/EDGE 0,F 101 Window Tag I I L-- - '- --J I ( 2NgFL. T I I 1 WINDO ABOV Axxx Section X, 2 m to r�C.L. 44 �y I 12'4" 5'-9'. 2" W.C.. M R.O.4'8 1/2.. 3._0., 2 Sheet A XXX co WINDOW 5 1/2" 3'6" I 3'6" -201 � I VIF VIF - I F3) F °® - 200 __ N�41 D etail 5 1/2" I -_ 5 1 N „ 0 36"REF. _ _ 1 e ai Tag - F--==� B C, i PANTRY '� 1 _---��_- , ,LINEN x JI N I � �� BUFFET---�= I o / I iv C.L. DESK BY OWNER -- — N -- -- Elevation Ta N Ifi N � ( m f 111 113 g LU BILCO DOOR q \ / BEDROOM 1 I �' I x \ / WOOD FLOOR(F1) ) h _ _ LW.LC..�__ 1 -___ _ _ __ ��_ N �_ a i -- \ m a� —o_L.s�� I BENCH I � �e.u/ HALL -' VIF 4'-10" x Axxx x _� 11 O Interior Elevation Tag SPOUT N u o I I m m I I q - x I yy \\ H 0 M �i,p N MUD ROOM/LAUNDRY I -� WOOD FLOOR(F1) _ to C.L. C.L._ NI rn _ _C_L. - - - - -r - - - `n CL.11 a SHOWER OPENING DOORS�104 -o N DOORS I I BASEMENT 102 2 o C5 I 00 ACCESS I v I I HATCH "' BEDROOM 2 -WINDOW u- O N- u L--�_ ffi - H LL F1 s =WOOD FLOOR ROOM > -- p R.O. - LO N ALL !------I------ ' I __ I TV- =--(F1)=-= OUTDOOR I I I r-- N II II ,I 3^ 2'-7 1/2" 3� CAB. i i W I D i N 3'1 1/2" 3 1/2" 0 1/2r= 8'O" 4' � /�� HOWER I i ./ i i I N 101 N POWDER BATH 2 C3 TILE FLOOR- M E R Y L K R A M E R 2 c) I I 5 1/2" 3'-11/2" i = II ALIGN __ _ _ -----TILE FLOOR o C.L. M /-\ 'FRAMING `. -__._N � (F2a)F- --(F2a)I 2 INDOW BATH 1 ( I _C._- II I i I I 1 \ I 11 A II I 1 1 --\ a r c h i t e c t A-300 o ROOM ITILE FLOOR! \ I F2c'' I 1 1 1 1 1 ( \ I ( w / I C'4 ) NICHE - - - _ ® I (F2c) I .11 m -1 -I I 1 I I I q UP (\ / 1 II h 114 C.L.1St&2nd N ro 1 I I I I 1 I \' II 1 I EQ / II li� FL.WINDOWS SPOUT I I 1 1 1 1 1 1 1 i n' u 1 260 NORTONS LANE M a Lam__�_��_� C G I -__- .----- ---.I------r= L ___� - POST OFFICE BOX 1600 DOWN- VIF 10'-11" R.O.5'-0 1/2" I i 5 1/2" m I I _HANDRAIL& M R.O. R.O. i (� S O U T H O L D, N Y 1 1 9 7 1 SPOUT I STAIR PER NYSRC 1'81/2" 1'-81/2" I R.O.7'161/2" 3'-0" ALIGNIEDGE B I ' I R311,TYP. Z, C.L. NEW N 6 3 1 - 4 7 7 - 8 7 3 6 IN-WALL I , I WINDOW OF WINDOW DOW _ O - C -- I ENTRY HAIn LL q &ROOM STONE ; ( 4 m k a r c h i t e c t c o m 2 W/EQGE OF SPOUT iA WINDOW co `" STOOP co I ( WOOD FLOOR 2ND FL. I '-51/4" R.0.2'-9"I (Fi) j of 1 STONE I > 2 A-301 WINDOW ABOVE I i O STEPS i UP A-301 ' 10 DOWN- ' SPOUT I I r ---------- - I • � O M I IM P, � IN-WALL Civil Engineer: Barrett,Bonacci&Van Weele,P.C. I I DOWN- UP 175A Commerce Dr.,Hauppauge,NY,11788 N --- Phone:(631)-435-1111 ` I I ! 'SPOUT UP 2 Structural Engineer: A-302 I Evan Akselrad Engineer I 860 United Nations Plaza,New York,NY,10017 I Phone:(917)-689-0301 I I I � I I I I I � 1 I ' EXIST. ELEC.PANEL I I 1 I Scott Residence 3 G GE I O N 3 495 N. Parish Dr. A-301 EXIST.SLIABITI REMAIN i A-301 Southold NY 11971 I I I I I SCTM# (1000-71-1-5) I I I I I III I I I I ' ' First�11 r PlanFirst Floor Plan sPouT Scale = 1'-0° SCALE:As Noted I � I 9'-O" I HOSE BIB A- 1 01 L. WINDOW ABOVE 1 1 -200 A-301 © 2020 Meryl Kramer Architect All Rights Reserved 1 2 1 20 A-302 A-301 Issue Date: Set: 8/30/22 Permit Set I I I I I 1 I I { FLAT GRAVEL ROOF ED ARC I 22'-0" 24802 y0 OF NE`�J -CODE COMPLIANT - --- -!!!I --�-----_---_-----------_----_-_----_ _ -U-A-R--D—RA1I,L- - I AS PER NSRC R312 _ . -----------_ - ----- '1 FLAT ROOF GRAVEL ROOFTERRACE ---- __-WOODDECK II I L- - ---, ----- - -----' - ---- ----- Drawing Legend: 1-- -- -- --_L T-- - - - - . -T - - - ----- — — — — — - -I-—----- ------ --------- --- ---- - - -- -- - ----- -------- -, 1 [ - - - - - - ] Wall To Be Removed T--- - r - -- - --? - ----- -----L — ———--- —— A-300 / --------------- A-300 � Waif To Remain / ----- ------ - - - ' .-- -- ----�--- - ------ -------- - --__ _ -_ -- , \ New Wall --------- --/,I-- ��g_y _--_-� -- -- - 1 - - L — --- - -.---z' ---Y \ New Foundation Wall __ ' I 1 / -- — ------ - -- - - ---- - _ l SKYLIGHT _— FLAT - -- -- -� - - -- 'I !I 1p �/l -r- ---------------------T------ ---------------� } - -1----------- --T1i-- - ------ --_! \ \ \ \ ----------------- Lines Above GL T ROOFp PLACEMENT, ------------ Lines Below -------CONFIRM /-ARCH -- Guidelines FLAT Fence GRAVEL - - - - -- FIAT ROOF \\ p\ \ 101 Door Tag L -- - - - GRAVEL ----- ---- -- -- ROOF \ In / i /b H/ - -- --- - - - - ---- - --- --- -- — -_ -- -- --—- --i— - -- -- I p\ ow Tag T_ II I - - -_I- - -- -- -- Z--g--- -- —-1-- � I \ --------- - -- -- - T _ ---- - R.O.2'2 1/ 4,-0R.O.T 6 1/2" 3'0 \ 2 I -- - -- - — L - -_ - Axxx Section X, ,,-0„-- -- R.O.7'6 1/2" -- 4'0" 0.2'2 1/2" HOE -_R.O.5'115/8"--- - 1'1" - R.O.5' 15/ 1'1"=T -R.0-5'115/8"__ 2 Sheet A XXX -20 I / -- - - /� �' 0 0 BIB -------- 11 ----T — --------L - - 12 -- I OK O \p p\ / a -- -- ---- —---- -- ---- 1 — --- -- - - - - - T I \p p \\f ` ----= ---------------------- ----- -------- ----- ------- -- --- " -1 Detail Tag 200 ^L - - { i -- TV C -- I C.L.DOOR In; } I STOR. I _' —_I C.L.DOOR—_ 2 — It' 1 I Elevation Tag I I &VANITYE I CAB. I &VANITY I BATH #3 UP I UP, L' - --' BATH #4 i I IRP TILE FLOOR _ T _ TILE FLOOR I I x - -- - - sNi i-f-i- E--�-I I I- I I I��®_�/ - - I WINE ----=(F2a)=�-I>. ! IN L --(F2a)_ Y -- - IN > n h ! I x nxxx x Interior Elevation Tag g li NI a l REF. I I ,' LL p! I I I i l l l I� I I I l l p kl 1____ I° BEDROOM #4 II x BEDROOM #3 1N 11 I?�! _i _L�— 1_._L_SI DFOROOM�- --41 NI m - ". WOOD FLOOR(F1) I I I I I I I I --- WOOD(FLOOR Iu �1, � CAB. ' ' I =_ � - (F1) I _ - ❑ A -- ----------- -- — - �� SHOWER ^ /I-"�=-- IB h - L_ i SHOWER EXIST. 12'10" 5 1/2 HAL — .1-3 1/2 —1 — r -0"- i — — �1'7 1 2' --- 5 2b) 5 1/2"- —-- —-- — 12,10" — — — - - — — — — — — FLUE — — ----- — (-51/2 - ' y / -- I VIF 5 1/2, r. _ —� IQ III L _ I0 -_�=- _====_ ==� li HANDRAIL& _ -CL.'_- __ ! STAR PER N SR /2\ p;! o. R311,TYP. - IR I! i. i 202 I I I A-300 M E R Y L K R A M E R A-300 I I IN GI _ ^ Cl) !!' C.L. I III II �' I i a r c h i t e c t I I ALIGN HALL �! STAIR& IN l! HAL DOORS-- - 201 so I'' 9N STAIR — — — II — - 204 — ALIGN CIL. I',' LIISET T DOORS WIN OW &HALL CL.bO R ;i! DOOR III I' C .DbOR I I --- &HA !i!, III I 16i QI HALL -- &IST FL:WINDOW I 2 6 0 HO R T O N S LANE POST OFFICE BOX 1600 i' R.O.3'.11/2" m Ili li. I I \;� ^ 1 N' Tt66 SOUTHOLD, NY 1 1971 WOOD FLO R(F1) 6 3 1 - 4 7 7 - 8 7 3 6 R.0.T�61/2" 23/g -- ------------HALL R.O. 1/2" -- ---- 3�_O" - 2 m k a r c h i t e c t c o m 2 I I F LAT C.L.hALL I I GRAVEL A-3O1 A-301 I 5 1/2" &DQORS 'n i ROOF 1 1 q 5'0" N! � -r�.-- -1 - N -- R.0.3''11/2" � - --', I ', ---F-------------------- - N iv _ I I I 5'o^ Civil Engineer: Barrett,Bonacci&Van Weele,P.C. I (0 CANTILEVER 175A Commerce Dr.,Hauppauge,NY,11788 �, IN II I ri L - ' i I a Phone:(631)-435-1111 I �E T.-=-- I W 2 I WOOD F OOR 1/2 I Structural Engineer: A-302 IL � "5'-61/2" 51/2" 14, I Evan Akselrad Engineer -N — — I i 20 -------- - ----, I 860 United Nations Plaza,New York,NY,10017 I � I . -----------�--- I Phone:(917)-689-0301 I i �, 4 / Y +ER_ , i EXIST.SKYLIGH� i "-+! li 1 I TO BE REMOVED 3 --- A-301 -_-- '—_____ A-301 Scott Residence _ I N _--� BUNKROOM 0 m 495 N. Parish Dr. I " B ® --- ------ -- WOOD FLOOR I I I (F1) I ri Southold NY 11971 - = v I I-------1--1 I iv I to TILE FLOOR I I EXIST.REMOVEP i ) SKYLIGHT SCTM# 1000-71-1-5 © C.L. (F2a) ( I TO BE REMOVE I ao d WINDOW I L-----�—I :r &WC I ( C.L. 210 II \ i WINDOW�. &DOOR OP \ I ! N GUNK BATH Second Floor Plan i� IL(F2a)OR I i Second Floor Plan I a 1 SCALE:As Noted I O O N i Scale: 1/4" = 1'-0" I , I � I II II iI II I II � 9._0" u u ----------------- -_,------_ ______ __________ ___________ A- 102 - I 1 1 A-301 -200 © 2020 Meryl Kramer Architect All Rights Reserved 2 1 1 A-302 A-301 -20 Issue Date: Set: 8/30/22 Permit Set I i I I PITCH TO I PITCH TO I INTERNAL INTERNAL DRAIN DRAIN I I I ( I I I I I I \ I �4,RED ARC NEW;FLAT GRAVEL_ROOFFn I i i 9�F 024802 NES I f 1 -- ---------------------------------:--------------------------------- ---- --- I -- - _. - -_- ----- -- NEW FLAT.-' I GRAV41,YZOOF -- -- -- - - --,------- --------- -- PIT IO NEW FLAT EIR I GRAVEL ROOF .--- PITCHTERRACE- --TERR OOFl-_ -PITCH TERRACE---- INI2NAL D1 �11N j I PITCH TO - O INTERNAL ___.;._ -.WOOD DECKING -------TO INTERNAL_.-------_.T -�- I Drawing Legend: I INTERNAL DRAINDRAIN L --- -----r --- ---- - �' I Wall To Be Removed T-- BRAIN- �------------ 1 -- -------- - -- -- -T-- ------- . -------------� -- L -- — - - -- - ' ' ----- ' , 1 Wall To Remain -- _ - - - - - -� - - --� ---�-------------- � ` \ New Wall A-300 _ - / � � `, � \ A-300 — -- -- , - - -- - --- r ------------------ \ ' - - FIRE - T -- -- - - - SKY- LIGHT; KY , 1 \\ New Foundation Wall LIGHT; \ \\ Lines Above / / \ - ! -- - �- - - - --- -- - -^ ---- --- - ---- PITCH --- i \ ------------ Lines Below ! ---- - L--- -- - - - - ----- TO \ / \ T--- ---- - T --- — -- ---- ---- - -1------- FLAT' ' 1 Guidelines i /__----"-- --- __--r-- - -,-- -1---- - - -- DRAIN ', � NEW \ - - - -- - _ --- ----- �� 1 GRAVEL ROOF \ Fence INTERNAL DRAIN - - --_ -- - =----- -- ----- -J------- ' i , PITCH TO � \\ --------1------ ---- � \ O Door Tag \ ------- -L----------- --- - ---- ----- -------- NEW -------NEW FLAT -- - - - - - -- --------T-- - -- 1, PITCH TO \ ! /, \\ T--- � -; 1------------�---------- 1, ! GRAVEL ROOF PITCH TERRACE 1__- _____` -- - - -1 INTERNAL \ 101 Window Tag --- PITCH TERRACE - 1 , \ TO INTERNAL --� r TO INTERNAL -- r ��REW FL9T'_ ' DRAIN \ - --ri - - -_-_---- ��LAxxx � Section X,2 / DRAIN GRAVf0F 2 Sheet A-XXX - ---- - --------------- -20 ---- L DRAIN, -200 i Detail Tag - -- ------- -- ------------------------------ -------------- --- I W X Elevation Tag I I x Z 1 x (XXX x Interior Elevation Tag I I x I I I I I SLOPE SLOPE I 2.5:12 NEW METAL 2.512 w I X GABLE ROOFLd 1 I t � I I W I I Z j 2 ; I 2 M E R Y L K R A M E R a r c h i t e c t A-300 A-300 I w I Z I 1 2 6 0 H O R T O N S LANE 1 POST OFFICE BOX 1600 i - I I I I I SOUTHOLD, NY 1 1971 L------ I \� 6 3 1 - 4 7 7 - 8 7 3 6 I I GRAVEL ROOF mkarch itectcvm I I REVIEW 2 INTERNAL DRAIN 2 A-301 r--rte -------- n- ----r----�----t®eATlortswr--------- A-301 ARCH. IN FIELD I ' I I Civil Engineer: Barrett,Bonacci&Van Weele,P.C. 175A Commerce Dr.,Hauppauge,NY,11788 I I Phone:(631)-435-1111 2 I I A-302 I StrI I Evan, lrEngineer Akselrad Engineer I g 860 United Nations Plaza,New York,NY,10017 I I Phone:(917)-689-0301 I I I r EXIST. W SKYLIGHT TO BE I � I REMOVED III] SLOPE SLOPE NEW METAL Scott Residence 3 I Z 9:12 VIF i 4:12 VIF ROOFIINGAT :2; 3 495 N. Parish Dr. A-301 f EXISTING ROOF A-301 Southold NY 11971 1 SKYLIGHT SCTM# (1000-71-1-5) TO BE REMOVED 1 L------� I I I I I I I I I Roof Plan I I I I I I SCALE:As Noted I Roof Plan j I I I I I j j 2 Scale: l/4" = 1'-0" L-- ---------- i---- ---------------- A- 1 03 .L. 1 D FL. 1 i -200 A-301 © 2020 Meryl Kramer Architect All Rights Reserved - � ' Issue Date: Set: 8/30/22 Permit Set _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ | | TORidoa 24 _4T LL i ILI il 1 11 METAL STANDING SEAM ROOF L,�l TO. Plate at Sitting Rim. tED Ajy j T.O. Plate LEAD-COATED COPPER LH 11 LF-ROUND GUTTERS,TYR LU 00 LTI F IT-7 LL CC) 4fl!"ll-"I� CY) 9--3_778-_� JL III E U1 I ro Cil-7�' -1j. L NEW AYC SHINGLE SIDING,TYR I. U) i - I i,I� , - A ILL! I/ Irl, I I C14 TO. Great Rim. Plate Iij 9 ArL 1 1 LI ALASKAN YELLOW CEDAR FASCIA OARDS' T.O. Plate Drawing Legend: j11 _7 Wall To Be Removed ILL W Wall To Remain il-LiTit TIL T.1 New Wall L 1 F tt�r,rl T! I _J 0 1 R �I I T- -till SHOWER_Tl14 DoorTag OJF TItTL ffi Z- F111171 Window Tag B.O. Floor Joists ALIGN IST&2ND HOSE BIB;COORD.LOCATION ALIGN IZ:,l 2NU IN FIELD W/ARCHITECT FLOOR WINDOWS FLOOR WINDOWS 10. T.O. Foundation Section X, Sheet ATXXX Elevation Tag T1_ Guidelines TO Slab x 411 x Interior Elevation Tag ~ ~ T ~ _4 TO Ridge EXIST.ROOF FRAMING NEW STANDING SEAM METAL ROOF NEW METAL STANDING SEAM ROOFING CUT BACK EXIST.ROOF OVERHANG---.I NEW LEAD-COATED COPPER,HALF-ROUND T.O. Plate at Sitting Rm POST OFFICE BOX 1600 LI I HALF-ROUND GUTTER Tyll NEW AYC SHINGLE LIJ &DOWNSPOUT, 'T SIDING,TYR IT LU WIRING w/ARCHITECT,TYR -TL# NEW AYC SHINGLE SIDING,TYR--\ 00 U_ M TO. Sub Floor LL I L j Tj o J I 't T.O. Great Rm. Plate Barrett,Bonacci&Van Weele,P.C. H 175A Commerce Dr.,Hauppauge,NY,11788 777 77 LIM ILI OF BLOCK-&WIRI wfARCHffECT�t`Y IT ]"L, j TO. Platte Evan Akselrad Engineer t I I.j I I I 1 1 1 J__ AYC VERTICAL 860 United Nations Plaza,New York,NY,10017 11 7 I"M J1 PORCH 1 It LL CEDAR-CLAD GARAGE DOOR— — EDA ] �J_I UL STUCCO AT EXPOSED EXIST.---,,,, 71 Southold NY 11971 FOUNDATION WALL,TYR,COLOR T.B_ T.O. Sub Floor _1W HOSE BIB:COORD.LOGATIONJ T.O. Foundation IN FIELD W/ARCHITECT WOOD POST&GLASS RAILING: _1,_1 HANDRAIL @ STAIR PER NYSRC R311,TYR CODE COMPLIANT AYC STRINGER GUARDRAIL Elevations AS PER I AYC DECK SKIRTING/HORIZONTAL SLATS IL 11 R312 TOSlab NF SCALE:As Noted �Bui in Sca'M O?n -�E le /4 A-200 � 2020 Meryl Kramer Architect Issue Date: Set: 8/30/22 Permit Set - - - - - - Z::H:: E2Z2 z7a TO. Ridge riu 24'-111/2„_ 1(�� R-11 — — — — — — — — — — — — — — — — — — — — — — — — — t H l � NEW METAL STANDING SEAM ROOFING t�jIt I Tt j J t [j U (L- 1 1 It T-1 _L I L 7 �4_1 j 14- _TT I I I t1_bl�L ij -,"UA�w- "t-1 1 lb T L -ij, g M. ol T", 1 ItL I L I IpI 1�ll T97_57 ILL- Ll t �tji OF BLOCK�'WIRN J II % I � NEW LEAD-COATED COPPER,HALF-ROUND t-i A-ILP T T.O. Plate at Sittin R IL TI !-W/ARCHITEOTI i1j'Ll I _4u O�RDI,JlLOC��l !_l_ 1_U�' _E Mf T 11L 1- i I _��b 1, 1 4 i I Ij I T.O. Plate _j �FL 1 11 L-L 1LI I LF _L�11 LL—t U-1 NEW AYC 5 SIDING,TY t jj I i j"I ii t i L L� �IT Uj SHINGLE 17'- IbhiLl 11-ti - I � I I ll _EFt_—AR —l' L- Zo R LU + :ON E144-T41,- Ljli�j L Lli I L1 I I ilk 1 -1, 1- 1 11 J6 /�l I I NEW AYC TRIM,TYR 00 C; N, T 0 _j ti Lj, ! 41 NEW GLASS I ING AT-ROQF TERRACE �j LL 4 y TLF4 J 1:1 1 1 1� — Al I I NEW METAL WINDOWS,TYR TL� �r I -_I/ff I-- - 1-1- 1 - I I U_ M ij, 5: D 60 T.O. Sub Floor ILL L 1. U) F-3-7/8' ZZZ HOSE B ROOFTE C5 > ZZZ zzl_ LV 11'IV, F-: 'Pk r( OZ48011 N FiEb W/ARCHI C5 TO. Great Rim. Plate TEM-!�_ _11­�­ T_ IL - I, " I- t it-t- 711- T�_ �­ I - T1 I It ILI tj I. I r 'i, - = I=ATI(W F-44 ri -1 ; ri- I : ! I f I- I --,-I I i --ill , -ii i-11 l, F F f Fq 1, -l' ,I - __r l I__I ! -_ ii Tit-;i: I I I ;i 1 1, , I . L L4�,�1 T i OF BLOCK&WIRING T.O. Plate 8'-1 1/8 j 1T -1 liF r_ r T4 F� :1 1 L7 44 I =u- �FII U_j ItA r E jj, j-, I WFl T 7111 C _071 I II I II II F _j 1111 L 1T, WOOD POST&GLASS RAILING: - C5 00 Drawing Legend: HANDRAIL @ STAIR PER NYSRC R311,TYR H Cl REEN _J L _J L S lit-i , T- -]] ,it I A I Wi 11 1 11 11 1 1 r C = = = = = = 3 Wall To Be Removed PORC� IM (�4) opo Wall To Remain ,r g41 1 ,I - �'I L� L 7 1 j UF �J�Z_ I L IL 'LL JL T New a ll JL IL - - - __ ,�11 , - C5 =3 j LL I L �L IJ I j i 1 IL J1 CODE COMPLIANT U New Foundation Wall I L GUARDRAIL LL 90 Cy,) AS PER NYSRC R312 -------- Lines Above F-U-tfL�II ------ OUTDOOR A�. �l Fj� I 1JI t T.O. Sub Floor L—L —----------- ----SflOWER— F �I 11i ------------ Lines Below IL DATUM i BEYOND 4�1 --41 --------- Guidelines B.O. Floor Joists Fence T.O.-._ - - - - - O Foundation 1oi DoorTag \--AYC CLAD DOOR \ZA DECK STEPS&RISERS101 1-1 H Window Tag YC AYC PORCH&DECK SKIRTING/HORIZONTAL SLATS-/ WOOD POST&GLASS RAILING: HANDRAIL @ STAIR PER NYSRC R311,TYR Section X, TO. SlabVlF Sheet A-XXX -T-8" Elevation cj -=N Detail Tag ,�r Scale._ ale. /4 Elevation Tag x x O x Interior Elevation Tag x T.O. Ridge M E R Y L K R A M E R 24'-1 1/2�- a r c h i t e c t NEW METAL STANDING SEAM ROOF EXIST.ROOF FRAMING, J NEW METAL STANDING SEAM ROOFING T! 1�!L 260 HORTONS LANE POST OFFICE BOX 1600 jj SOUTHOLD, NY 1 1971 NEW LEAD-COATED COPPER,HALF-ROUND T.O. Plate at Sitting Rim. UT,:P(P1 IT 6 3 1 - 4 7 7 - 8 7 3 6 --NEW LEAD COPPER, 9, 117 _T T -71- �LL T, I _GUTTER�&-DOWNSPO -- ---- -- -H'ALF-ROUND GUTTER&DOWNSPOUT,TYR m k a r c h i t e c t c o m �OAJTE 4- T.O. Plate T� f — — — — — - _J�L_j NEW AYC SHIN D�Ll� � I I- , l _t 17'-5- L t SHINGLE SIDING,TYR -- — -- — --- — — — -- -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L J1 1 00 T T11 W 4,11 i� T_ r- 1 fi'1 4 j 11�4 L 171 - -00 C5 Lit iy i,I L TV j L i ' Ll L b _j CoAll Engineer. 1 A!L t! "ti f-NEW GLASS RA�LJNG AfROOF TERRACE Barrett,Bonacci&Van Weele,P.C. Lj_ M > U) ILL L 171_T_,_TT F-j- 60 `UD r ,i 1T.O. Sub Floor 175A Commerce Dr.,Hauppauge,NY,11788 Phone:(631)-435-1111 co C5 > Z) T_ L I J U WIL,t�1 _1#11�T1_ I 'L L 9 -3 7/8" ir, I I tj U) T� T t J] 1� 1 o T.O. Great Rm. Plate I TI 44 �JT1 LIStructural Engineers Evan Akselrad Engineer 9'-1 1/8" L111 1� J !�I Jil J,; ,L I , 'T T- ,�71i 860 United Nations Plaza,New York,NY,10017 I J, Phone:(917)-689-0301 L�j L T JI I I _q 1h J 1 1 JIL I ft ELL-' 7-7-1 1 __Ll I L ll I [ 1,1; 1 T 7 T�7 7 _71,T�+j_Tt_7_T77 T71 T.O. Plate ,77 _,—NEW AYC SHINGLE SIDING,TYP. LLI SCO`NCtjlC6l ION -L-T11ilk-11 ------------ =777 7 �117 -7 1 17, II i T� IL 41­��T4 1 1-4 11 Or IBLOdk:&WIRING Lij ji t _IyV L L I I-L AYC VE ITICAL L _iL 1 14 II I' II IIL I E I BOARDS LL 4 jt'l I 0 F 00 0 ILL 4 :� III 1_ iii ' 1. }�.( Y_ rl L x Scott Residence ]h, 0 SCREEN11 11 ti�i_�I*--- �4-- I I I ! Z rl �_,i_L L I _L11 Ll t� 0 'I I I 1\ 1�11ft �)i �_ - Ili 7 0 ,i PORCH 11 1 1 - U_ 495 N. Parish Dr. D il _� - 114 -I I ii I I/ I L T_ 00 M C5 i -41 ILL. Southold NY 11971 '7 7 F jp��Fy > Q _ wOf IJ-9f +,`h, L'u_,jJ-6j,L- L A 1-Li, LLL � I it j LI SCTM# (1000-71-1-5) iLL I I I F L T� I L C3 Q > tit I'l ji I L 1 Ll -i I_U 11 V I TO. Sub Floor I, it\ J - -- l_ rAl L L I i,_J-,:AT! �Y_ DATUM (0 tj 4 B.O. Floor Joists oun ation Elevations STUCCO AT EXPOSED NEW STUCCO AT EXPOSED EXIST. WOOD POST&GLASS RAILING AS PER NYS CODE FOUNDATION WALL,TYR,COLOR T.B.D. FOUNDATION WALL,TYR,COLOR T.B.D. AYC STRINGER WOOD POSTS&GLASS RAILING NEW BILCO DOOR SCALE:As Noted AYC DECK SKIRTING/HORIZONTAL SLATS AS PER NYS CODE TO. Slab VIF iT_ Elevation A-201 Scale. � ale.. 1/4 = 1? 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/30/22 Permit Set T.O. Ridge � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - Llj - - - - - - - - - - - - - - - 24'-111/2° I 1fI 1 Lr}�_'� �__ u ; r j _ L 11' �. _1 [ i1iT 1 1�1r, 1l_ _ I 1'' I _T �i 1 - L '_ tI L-' -1 i,l LIi i r. .'_ - L!_i1 ITIiL Tr!_] t�L `' -I� uT1J�- i_ - �: telt- 114 Ir,1 J-:r L �1: 1,J .1I llli, L _ , 11 J 1 ��! ! t 4-! �.- I i� Lel 1 � -i. _ 1 J1�i.; 1.�:r T.O. Plate at Sitting Rm. 4Y �_ �l,' �L a t1-[: [ I� ' I � ; �� I : — __ ,.. 1 Jill I�:t ! 'I _� T tJ II ' _.-11 i = �: T I� l,i� ] l 1 [ . n P T 1 '11 �,1�. r � �- ;�� ,-;, I � � II � I �iI• 1 li 1 ( I' i-- �- _�1. �I `i _�r Ir'rl t -1 �Y F IT - r L 1 T.O. Plate TI [� fir,_:��`�l' �-r' — — — — — — — — w — - - - __ — i 17 5 it _l1 Li, if T 1 4' L� 1I _ l �_L I.�I 1__l t� 111_� �. ��I� �,.`T� 1[?' 1 I 'y. j' . . �1_ I r 1 iJL ��; .- l�i l,�!�[ •i I [� rr 1l1l r� �- [ oo a ~ -, CI [ l�'� -1�.!_,1, ,i ,I I I i 1 �i,�I ,� it ,L,�I ' NEW FLAT ROOF CONSTRUCTION: '1' 'l-I j LL - l� 1 l L.'',, i!, -" O NOTES&STRUCTURAL DRAWINGS) Li- l,'L A r r ' (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) _ NEW FLAT ROOF CONSTRUCTION/ROOF TER REF.PROJECT0 .__•LL_1,1 n Lit L__l I Imo'1 I� :_I,I j-_- I,;� 1 I - -WOOD DECKING ON TAPERED INSULATION00 GRAVEL BALLAST STONE �� T / j: _L; i 11 f i, i 1 I O ' I I J I I -EPDM RUBBER ROOFING MEMBRANE � � RED AR EPDM RUBBER ROOFING MEMBRANE _ 1! r r[,I jl jiT .��(i C -WATERPROOF UNDERLAYMENT �' L, i_ _ L� L - � it 4L. L r'-- + I_,'.;„Lil_ i ,I WATERPROOF UNDERLAYMENT y� -APA RATED PLYWOD SHEATHING 1 ._ Li �_ )_, � Li, J, ; Lll tl1 1' 111111 ._L. _i4 L Y j = 60 Q` �! II APA RATED PLYWOD SHEATHING T.O. Sub Floor 1 Ti i � j 1 1.;, _ 1 ! _;.[ -[. [ I.j 4 i r. `i i NEW ROOF RAFTERS > to u NEW ROOF RAFTERS L.�. _. "- m 9'-3 7/8" �t �i 1 f r f 1 [' CLOSED CELL SPRAY FOAM INSULATION R49 CLOSED CELL SPRAY FOAM INSULATION R49 t ___ 1, -i I _ ;-- i 11 L__ O j '� �t i I 5/8-GYPSUM WALL BOARD PAINTED 1= (n - iI. Il ', 1 y4 i� i FIRE PIT it 1 T) ili ti, y,_ -, i :. 1 ��: ,la -5 8"GYPSUM WALL BOARD PAINTED ' I `i I r 1 � _ I}� _,I _,_. �1 , -�110T. . Great Rm. Plate � 11. lIIl,1 �•- 1 J- ... �. a _L,! --- YYr— —J,yfv.•---------- -------- i 1 �L 1�1 �I ' LJ .�1 �•�'iI-_Y- ___i, �� i�' ��I — r 111 41 II;- - >r, --- -----!– -. - _ jl` r ;II� l� [11:-I U_1iL11 �j L JI [1 �>� _ 1 024802 O Ll t r SKYLIGHT NEW JOISTSi i- -tLL',_L1 LL 11 ,L1L,-, ,T1- �L1 I - - - - - - - - - - - - - F - - - - - - - - �j -� i -- - - _o -_-- _ -- - - - - - — ---LIQ OF E44 - - - - - - - - - - -T,- - _ _' l t I I � 1 i - ill _, 11� t1 �J LJ .t - - - - - - - - - - - - - - _O. Plate ! I I I Ij-{- —i 8' 1_ t I _111 T II. ir_ _ ' t � I I � �, �r �r Il, .� . II� � - 1 j I I I j i 1 L i Ld if ,�lj L i _I o0 (REF.PROJECT NOTES&STRUCTURAL DRA I GS) - . I I TYPICAL WALL Al EXIST&i CO IX17'�l_�j 1 _ CABANA" KITCHEN I I GREAT ROOM UGAS L LIIll PLACE D I i 1.I_,i _r, 1_ - bo w R VENTE - 1 AYC SHINGLE OVER UNDERLA�"NMENT i_ v j l l INSULATED R SHEATHING IZ6.6 I I PER N1�S R 004 I I 1i�- ; I I bo m Drawing Legend: -EXISTING OR NEW 2X6 WOOD$11UD _ - ----- - I j�l._ 1 > BATT INSULATIgNR19 LIII1. �- --- --- - - - - - Wall To Be Removed .� I I •s 5/8' GYPSUM WALLBOARD PA NTED - - - - I I T.1�[ �� [_I i'�i 1.' o [ GAS I L iI _�Z� ' u~ Wall To Remain STONE H ARTH 1 • _ TYPICAL 9st FLOOR AT NEW CONSTRUCTION t PER N S R1004 1 !-1 T -j > (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) I i I ) I I 1 ��" New Wall 17 I �)1 t l-� I I — - ----- — - - --- -�— --- - - - — — — T.O. Sub Floor 11 1� -� F - � 3/4"WOOD FLOORING OR MUDSET TILE 1 - - — — — — — — — — — — — — ) New Foundation Wall I I r J, -a - . -- --- -1- - I 1 Ew D cK —i , DATUM (0'-0° F EXIST.JOISTS -- —3j4"7tPA'RATED-SUB -' — — — — — — — - - - _ — — -1 ' - -"- - - - - -FLOOR JOISTS(SEE PLAN FOR SIZE 1 � — — — — — — — - _--___-_ Lines Above -I-L — - "-� -- — — — — -Exls1.k Amo iDeR B.O. Floor Joists -MINERAL-WOOL-WOOL -R19— — — —I I I ------------ Lines Below ---'-'-------------------'-'-----------------'---'-----------------''-'------- ----------- — — — Guidelines 4 EXHAUST FLUE ii ii ii i� G . 10" NEW P.C.FOUND. ----------------- ------------------- ------------------ ---------------- ------- T.O. Foundation - _- _-- -- _ - — — — —- Fence S II _ II i_ .9 ALL& LAB rYPICAL BASEMENT WALL AT NEW CONSTRUCTION : ( — I I I I BASEMENT _= I� r - �_� �_4I - 101 Door Tag (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) -STUCCO FINISH(ABOVE GRADE),COLOR T.B.S. BITUMINOUS WATERPROOF LAYER -� _ __ = I I I I -I I I - I ._, — + - �- !—�L :+- •111 I -; 1 -POURED CONCRETE FOUNDATION WALLI I - I I I — I .-'s p -I- I I I r;', ! _ - ___ _.__ _-- -__ 10 Window Tag TO. Slab VIF Section X, Sheet A-XXX TYPICAL NEW CRAWL FLOOR CONSTRUCTION F.PROJECT NOTES&STRUCTURAL DRAWINGS (RE ) Detail Tag -2"POURED CONCRETE SLAB 10 MIL POLY VAPOR RETARD ER - I ` II _ _ =1111=IIII IIII IIII IIII=1111IIII=IIII IIII-1111==IIII=IIII IIII---1111 =IIII==IIII 1111=IIII—IIIIIIIIIIII--IIII----IIIIIIII—IIII III IIII - -8"MIN.CRUSHED STONE DRAINAGE LAYER =1111—IIIIIIII--IIII—IIIIIIIIIIIIIIII --IIII IIII--IIIIIIIIIIIIIIII -IIII SET ON UNDISTURBED EXISTING SUBGRADE x Elevation Tag X Building Section Scale: 114" - 1'-0" x <xxx x Interior Elevation Tag X STRUCTURAL RIDGE T.O. 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Plat I ' ExIST.JoISTs EXIST.__ a Structural Engineer: 8'rGYPSIINf WALLBOARD IN J IST.JOISTS EX — — — — - - - - - - - - - - - - - - - - - - - - - - - '— 8-11/8 Ph isPla New 001 _ van se ra Engineer 860 United Nations Plaza N York,NY 1 7 _ _ w one:(917)-689-0301 � HANDRAIL @STAIR PER a uJ \� NYSRC R311,TYP. ! = O 00 El I u r-- BATH 1 W.C.• NICHE 1\ \HAL I POWDER . BATH 2 BEDROOM 2- �j UIETROCK AT CEILING AND UIETROCK AT CEILING ANDILL Q INTERIOR WALL m Scott Residence INTERIOR WALL \ \\ OUTDOOR ,I sliowER 495 N. Parish Dr. TYPICAL 1st FLOOR AT EXIST CONSTRUCTION: 1 .-� \ (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) 1 I_ l O_ \ \ " I BEYOND LL NEW 3/4"WOOD FLOORING OR MUDSET TILEi.i.. \\\ I -EXIST."SUB FLOOR"TO REMAIN WHERE POSSIBL _fir: 1_-, � � > Southold NY 11971 r -EXIST.FLOOR JOISTS TO REMAIN WHERE POSSIBLE _ _ ._ — — — — — — — — — --- — — — — — — - — — -(SEE-PLAN FOR SIZE) — — — — — — — T O Sub Floor NEW MINERAL WOOL INSULATION R19 I EXIST.JOISTS — `� DATUM SCT (1000-71-1-5) - - - - -- - - - - - - - - - - - - - - - —F�CiST.-(3r27C 1�QIRDER- - - - - - - - - - - - - - - - -'-tEXisr(3T'2XioGIRDER- - - - - - - - - - - - - - - - - - - - - - - - - B.O. Floor Joists — — — — — —` I NEW BILCO DOOR T. NEW HEADER 11 i , O. Foundation Grade atBilcoDoor VIF i EXIST.3"DIA.LALLY COLUMN-" i NEW COLUMN i i NEW COLUMN BEYOND, -- t l l l 1 , RAL .. 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Parish Dr. Southold NY 11971 SCTM# (1000-71-1-5) Building Section SCALE:As Notedi d -10° TO Foundation I I l A-302 © 2020 Meryl Kramer Architect All Rights Reserved REVISION 1 PSL 3-1/2" x 11-7/8" PRESSURE TREATED NEW CONCRETE PIER 12" x 12" AND FOOTING (4) 3' X 2' x 12" STRUCTURAL NOTES THICK. REINFORCE WITH (5)#6 GENERAL NEW 6x6 PT POST ON EACH WAY. TYP (4) I I 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND 8" DIA. SONOTUBE PIER W/(1) #6 MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, VERTICAL BAR ON 24"x24"x12" I INCLUDING THE FOLLOWING GOVERNING STANDARDS: CONCRETE FOOTING REINFORCE I 2x12 ACQ JOISTS ® 16"oc A. THE N.Y.C. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES WITH 3#6 BARS EACH WAY HAVING JURISDICTION. TYPICAL B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. V RE-FRAME WOOD JOISTS AS NEW 6x6 PT POST ON C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" -I " (ACI318) _ - - - - - _ - REQUIRED SO THAT NEW 4x4 I 8 DIA. SONOTUBE PIER W/(1) #6 D. AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STEEL POST AND 1/2" BASE VERTICAL BAR ON 24"x24"x12" STRUCTURAL MEMBERS. I PLATE IS SUPPORTED ( CONCRETE FOOTING REINFORCE E. THE TIMBER CONSTRUCTION MANUAL, 3RD EDITION, AMERICAN DIRECTLY ON FOUNDATION WALL. WITH 3#6 BARS EACH WAY GENERAL NOTE INSTITUTE OF TIMBER CONSTRUCTION. PROVIDE (2) 1/2" DIA. WEDGE TYPICAL F. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 ANCHORS AT EACH POST. EDITION. I I ALL DRAWINGS, SPECIFICATIONS, 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE PLANS, IDEAS, CALCULATIONS, DETAILS, SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT - CONDITIONS REQUIRE. SHORING OR BRACING SHOULD BE PROVIDED TO SUPPORT I 2x8 PT @16"oc ARRANGEMENTS AND DESIGNS LOADS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES - - ° REPRESENTED OR REFERRED TO IN DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE r q RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS LJI THIS DRAWING ARE THE PROPERTY OF REQUIRED TO MAINTAIN SAFETY. PATCH AND REPAIR EXISTING CONDITIONS I & OWNED BY EVAN AKSELRAD - DAMAGED DURING THE COURSE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION SEQUENCING WITH ARCHITECT-ENGINEER. WHETHER THE All RELEVANT SHORING AND/OR BRACING REQUIREMENTS TO THE CONTROLLED CL PROJECT FOR WHICH THEY ARE MADE INSPECTION ENGINEER OF RECORD TO REVIEW PRIOR TO ANY STRUCTURALCD DEMOLITION. M IS EXECUTED OR NOT. THEY WERE 4. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH THE NYC BUILDING CODE FOR I V CREATED, EVOLVED, DEVELOPED AND THE "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" PRODUCED FOR THE SOLE USE ON AND AND WORKER SAFETY GUIDELINES "SAFETY IN BUILDING OPERATIONS'. - LE 3 - IN CONNECTION WITH THIS PROJECT 5. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUC11ON GIVEN IN - STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS TAND NONE OF THE ABOVE MAY BE DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR DISCLOSED OR GIVEN TO OR USED BY ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING ANY PERSON, FIRM OR CORPORATION CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THEFOR ANY USE OR PURPOSE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EXISTING CRAWL SPACE (� WHATSOEVER INCLUDING ANY OTHER EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATEZ/lj I (2X8 @N'l 6*0C PROJECT, EXCEPT UPON WRITTEN COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, NEW FOUNDATION \L NEW FOOLING I NEW FOUNDATION PERMISSION AND DIRECTION OF EVAN PLUMBING, AND FIRE PROTECTION DRAWINGS. NEW FOOTING LEDGER BEAM AT 4' x 3' x 1' THICK v 4'-8" x 3' x 1' THICK AKSELRAD - ARCHITECT-ENGINEER STRUCTURAL STEEL FDN WALL. ATTACH W/ REINFORCE WITH #6 BARS REINFORCE WITH #6 BARS 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO RISC 3/4-DIA WEDGE ANCH ® 2'-0"oc 5 SHORT BARS 4 LONG BARS 6 SHORT BARS4 LONG BARS NEW CRAWL MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. SPACE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM (� � � � I SPECIFICATIONS: ASTM A572 GRADE 50 AS NOTED, I ISSUE STRUCTURAL STEEL FOR TUBES SHALL BE ASTM A500 GRADE B. _ 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE L � A325-N HIGH STRENGTH BOLTS (3/4" DIA. MIN.) IN BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN THE SHEAR PLANE, UNLESS NEW BILCO DOOR NEW FLUSH FRAMED 1 3.14.22 FOR B I D OTHERWISE NOTED, INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR HATCHWAY PSL HEADER STEEL POST/WOOD GIRDER STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ANCHOR BOLTS SHALL INTERFERENCE TO BE I BE OF A36 OR A307 STEEL. REVIEWED IN FIELD 2 4.20.22 BID CLARIFICATION 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD V CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2). _ - _ - - - - _ _ 3 4.21.22 BID CLARIFICATION WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TOTHE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICATION FOR E70XX 4 8.15.22 FOR PERMIT FOR NEW STEEL USE E70XX LOW HYDROGEN FOR WELDS TO EXISTING STEEL NEW CRAWL SPACE 5. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN 34". HATCH LOCATON TBD 6. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: MASONRY OPENING LINTEL 4'-0" OR LESS L4" x 3-1/2" x 5/16" 4'-1" TO 7'-0" L5" x 3-1/2" x 5/16" PLACF.3-1/2" LEGS ARE HORIZONTAL. PLACGPROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. PLACH. PROVIDE L5" x 5" x 5/16"" ANGLES FOR 6" THICK WALLS AND PARTITIONS. V PLACI.PROVIDE MINIMUM 6" BEARING AT EACH END. PLACJ.IINTEL.S OVER 4'-0" SHALL BE FIREPROOFED. PLACK.ANGLE LINTELS FOR MASONRY OPENINGS GREATER THAN 5'-0" SHALL BE BOLTED TOGETHER AT ENDS AND AT MID SPAN UNLESS OTHERWISE I NOTED. IL1711 - 1. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. ALL NEW CRAWL SPACE NEW FOUNDA11ON NEW HOLES TO NEW OR EXISTING STEEL ARE TO BE DRILLED. PROVIDE MINIMUM 18" HEADROOM WALL 2. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST INHIBITING PRIMER THAT IS COMPATIBLE WITH THE TOP COAT. FIELD PAINT AS NEW GRADE BEAMS PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONSULT ARCHITECT IE ATTACH TO EXISTING FDN. WALLS ABOUT FIRE PROOFING PAINT. W/#6 BARS DRILLED AND GROUTED 3. ALL DUNNAGE STEEL, LINTEL STEEL AND EXTERIOR STEEL TO RECEIVE A SHOP 2x10 ® 16"oc MIN. EMBED MIN. 8 PROVIDE 6 COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED ( ) AFTER ERECTION. BARS AT EACH END OF GRADE BEAM 4. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR TO BE FULLY CURED PRIOR TO EMBEDMENT OF MEMBER. 5. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. 6. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. 7. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEW. NO PLATES BOLTED TO STEEL TOP AND BOTT. FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 6 TS DOWN HSS 4X4Xj" TYPICAL STEEL COLUMN U.O.N. FRAMING LUMBER ❑ WP DOWN 3-1/2p X 3-1/2'LSL 1.3E INTERIOR WALLS 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND WP DOWN 3-1/2" X 5-1/2 LSL 1.3E INTERIOR WALLS SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A WP DOWN 5-1/2' X 5-1/2" LSL 1.3E EXTERIOR WALLS EVAN A K S E L R A D RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. ® WP UP & DOWN DIMENSION LUMBER FLOOR JOISTS: DOUGLAS FIR-LARCH NO. 1 Fb= 1000 PSI, E=1,700,000 PSI. ° "� LIP ARCHITECT / ENGINEER STUDS: DOUGLAS FIR - LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI. TIMBER POSTS: a STUD BEARING WALL DOWN 860 United Nations Plaza DOUGLAS FIR-LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. MANUFACTURED WOOD PRODUCTS @ WP RESOLVED AT HEADER New York, NY 10017 PARALLEL LAMINATED BEAMS: SUCH AS MICROLLAM BEAMS MANUFACTURED BY THE TRUSS JOIST CORPORATION. Al 917.689.0301 (t) Fb=2800 PSI, E=2,000,000 PSI. JOIST SPAN DIRECTION RAFTER SPAN DIRECTION PLYWOOD WEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS eakselrad@live.com JOIST CORPORATION. 1. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL LIMITS LIMITS DESIGN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL Scott Residence 2. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLUTAM, OR STEEL, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (LION) 495 N. Parish Drive ALLOW 0 SHRINKAGE. Southold, NY 11971 TIMBER CONNECTORS 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SPECIAL NAILS TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIREC11 First Floor Framing Shown on Foundation Plan SEAL&SIGNATURE DATE: M y 12, 2021 PROJE T NO.: 21012 DRAW NG BY: * , CHE BY: A x ` � �• o >i S00 01 01 FIRST FLOOR FRAMING SHOWN ON FOUNDATION PLAN ,W,. OF # REVISION T.O. FDN. WALL PL 1/2"x10%16" ON 1-1/2" NON SHRINK GROUT TO "BRIDGE" OVER WOOD GIRDER — — — — — — — — — WOOD SUPPORT GIRDER PSL 3-1/2" x 11-7/8" 4.2K 8.4K 8.4K 4.2K � I I 0 0 0 I GENERAL NOTE: ��11-7/8" TJI 230 0 16"oc I ALL DRAWINGS, SPECIFICATIONS, PL 1/2"x8"x18" WELDED TO BASE PL PLANS, IDEAS, CALCULATIONS, DETAILS, AND ATTACHED TO CONCRETE WITH ( ARRANGEMENTS AND DESIGNS (3) 1/2" DIA. WEDGE ANCHORS. REPRESENTED OR REFERRED TO IN ELEVATIONSTHIS DRAWING ARE THE PROPERTY OF W8x28 d=s" & OWNED BY EVAN AKSELRAD - bf=6-1/2" ARCHITECT-ENGINEER. WHETHER THE 0 PROJECT FOR WHICH THEY ARE MADE 8.4K 21.3K 21.3K 8.4K IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY 016 oc (TYP PLAN co LVL 1 (TYP)—t/4" ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER` o CENTERLINE�UPPORT AT WOOD GIRDER a°° :°11 a°° °° :�° a°° PROJECT, EXCEPT UPON WRITTEN , OF FIREPIT °° PERMISSION AND DIRECTION OF EVAN a°° a°° a°° °° a°° :m a°° a°° AKSELRAD - ARCHITECT-ENGINEER M M MCD M M M M co co c 00 00 co 00 STEEL POST AT WOOD GIRDER � ISSUE I X = 1 3.14.22 FOR BID M 7.4K 17.5K 17.5K- + + + + Ii vI W14 x 43 d=113-5/8- bf=8" 1 2 4.20.22 BID CLARIFICATION + + + + � SECTION CANTILEVER 14.1K 13.91< 7.4K-j 4.21.22 BID CLARIFICATION G � 1/2" DIA. BOLT 4 8.15.22 FOR PERM( 2x4 BUILT UP COLUMN OR/HSS YWOOD SU TO REMAIN VIF PORT CEXISTING CEILING JOISTS ^ A a a 0 r- r- I I EXISTING JOISTSV X x EXISTING JOISTS TO REMAIN VIF N 11-7/8" TJI 230 0 16"oc N V TO REMAIN VIF Cn � M 00 J _I d STEEL CONINECTON AT CANTILEVER 'Z LVL 1-3 4" x „-7 $" X = M I STEEL BEAM/WOOD CONNECTION N 6.2K 5.2K ALL BOLTS OR THREADED ROD TO BE 1/2' DIA. PROVIDE J�: 1-1/2" EDGE DISTANCE. SPACING TO NOT EXCEED 24". a PSL 5-1/4" x 11-7/8' m 8.9K I 6.2K SECTION 9 CANnI�vER HSS 3-1/2" x 3-1/2" x 1/4" LSL 1.55E 1-3/4" x 9-1/4" 0 12" oc I COORDINATE ROOF CMTILMI M CUT TO 1-3/4" x 5-3/4" 0 CANTILEVERS. DRAINAGE WITH( STRUCTURE SISTER 1-3/4" x 5-1/2' x 12' LONG LSL J TO EA. CANTILEVER. ADJUST JOISTS FOR RECESSED LIGHTS. — J HSS 3-1/2" x 3-1/2" x 1/4" —jLAV II— ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. SUPPORTED ON BUILT UP 20 EVAN AKSELRAD ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" THICK WOOD PLATES I ASSEMBLY FASTENED BOLTED TO STEEL AS REQUIRED WITH 1/2' DIA. BOLTS. W/1/2' DIA. BOLT ARCHITECT / ENGINEER e TS DOWN HSS 4X4X}' TYPICAL STEEL COLUMN U.O.N. I WOOD TO STEEL CONNECTON 7'9K E] WP DOWN 3-1/2" X 3-1/2' LSL 1.3E INTERIOR WALLS I 860 United Nations Plaza WP DOA-`N 3-1/2: X 5-1/2: LSL 1.3E INTERIOR WALLS I New York, NY 10017 WP DOWN 5-1Y2 X 5-1Y2 LSL 1.3E EXTERIOR WALLS 2x12 LEDCER BEAM ® WP UP & DOWN I 917.689.0301 (t) ATTACH TO CONCRETE ® WP UP ❑ N W/1/2" DIA. WEDGE ANCHOR W I eakselrad@live.com I FACE MOUNTED JOIST HANGER PROVIDE BLOCKING STUD BEARING WALL DOWN ( �- AS REQ'D. Z I @ WP RESOLVED AT HEADER G — �EXISTING JOISTS Scott Residence CD 495 N. Parish Drive 2x8 MINIMUMI I Southold, NY 11971 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION < W M �I z LIMITS LIMITS U) a a a ad W I d a ^ ad a od a � HEADER (1) 1-3/4" X 11-7/8' LSL 1.55E MINIMUM. TYP. (UON) I 7 9K Second Floor C14TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK I Framing Shown on TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK I First Floor PIan —� TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK i� —O SEAL&SIGNATURE DATE: M ly 12, 2021 PROJEC NO.: 21012 DRAW( G BY: CHEC BY: A r f`'! . G. O.: LEDGER BEAM AT GARAGE WALL `143 1 02 LINK AT GARAGE 02 SECOND FLOOR FRAMING SHOWN ON FIRST FLOOR PLAN OF # REVISION 0 (2) #4 BARS #3 STIRRUPS ° 6" ox. ° a 2'-0" FROM ENDS ° I N ° ° ° (3) #6 BARS < a ° ° GENERAL NOTE: ° ° a .°d -" ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, d ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF YCLEAR & OWNED BY EVAN AKSELRAD - CONCRETE COVER OVER REBAR ARCHITECT-ENGINEER. WHETHER THE TYPICAL AT ALL FOOTINGS AND 1 GRADE BEAMS AND CONCRETE IN PROJECT FOR WHICH THEY ARE MADE; CONTACT WITH THE EARTH IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND GRADE BEAM PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT 1 AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER LJ TRUSS ASSEMBLY ® EACH END OF THE ROOF 1 PSL 3-1/2"x 11-7/8" RIDGE BEAM ISSUE .......... 8.9K 9K TS 40 ON 1 3.14.22 For Bid PL 1/2" x 6 x 10 i — — — — — — — — -G- — LSL4-3/4 1f—V4"— — — — — — — — — — — — — WITH (2) 1/2" DIA. — — — — — ANCHOR BOLT I �Tll 2 4.20.22 Bid Clarification L \ / I 3 8.15.22 FOR PERMIT ° I I ° d ° (2) #6 BARS- 2'-0" ARS I \ / \ / 2-0 LONG d AT TS 4x4 (TYP) W ALIGN AND TIE \ / Uj a 7 AB TO #6 BARS � I I = I LAx � N / \ LSL 1-3/4"x 11-1/4"® 12"oc X I LSL 1-3/4"x 11-1/4"® 12"oc / \ LSL 1-3/4"x 11-1/4"® 12"oc I X LSL 1-3/4"x 11-1/4"® 12"oc 4X4 POST ON FDI WALL I h / \ NI IN ITRUSS ASSEM END OF THE ROOF �- 1712"x I I E BEAM I _ _ II COLUMN (SEE PLAN) L7 ON BASE PLATE B.gK 8.9K 1/2"x8x8 (UON) LSL 1-3/4"x 9-1/4" ON 1-1/2" ° e ° #4 BARS ® 12" oc HORIZONTAL NON SHRINK GROUT 18" oc VERITCAL 2x8 ® 2x8 ® 16"oc MIN. 6" CONCRETE SLAB 16 oc MIN. REINFORCE WITH WWF 3/4" DIA. A307 — ANCHOR BOLT I $ ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND, I I ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO STEEL TOP AND BO1T. EVAN A K S E L R A D ° ° d° -� ° 4 e ° ° ° ° d ° d ° d ° ° ° ° ° ° I B TS DOWN HSS 4X4X0" TYPICAL STEEL COLUMN U.O.N. ° ° ° ° ❑ 14P DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS ARCHITECT / ENGINEER WP DOWN 3-1/2p X 5-1/2„ LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS d °° d (3) BARS Td a ° d°° REBAR EACH WAY 1 I 860 United Nations Plaza ® WP UP & DOWN d° d ° ° EACH WAY o ° ° ° (LION - I ® WP uP New York, NY 10017 I 917.689.0301 (t) ---e �--°� I I STUD BEARING WALL DOWN Al ° eakselrad@live.com of @ Q I Q WP RESOLVED AT HEADER wl " YCLEAR I E —0 0— Z ( Scott Residence 3 CONCRETE COVER CONCRETE COVER o F I JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 495 N. Parish Drive OVER REBAR OVER REBAR I EXISTING ROOF EXISTING ROOF FRAMING W I Southold, NY 11971 L—2X4 KEY (TYP) 2'-0" TYPICAL AT ALL L X B TYPICAL AT ALL FRAMING FOOTINGS AND FOOTINGS AND CONCRETE IN CONTACT CONCRETE IN LIMITS LIMITS WITH THE EARTH 1. SEE PLANS FOR FOOTING SIZE CONTACT WITH I 2. SEE PLANS FOR BASE PLATE SIZE THE EARTH ) I HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. Tl?. (UON) I TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK Roof Framing TYP STRIP FOOTING 4X4 POST ON F TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK Shown on Second Floor Plan SEAL&SIGNATURE DATE: M y 12, 2021 p pfd, PROJE NO.: 21012 DRAW G BY: C r CHEC BY: A WG.NO.: 103 OF # 04 DETAILS 03 ROOF FRAMING SHOWN ON SECOND FLOOR PLAN` y