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Home My WebLink About50087-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50087 Date: 12/5/2023 Permission is hereby granted to:. Johnson, Robert 374 Sackville St Toronto Ontario, M4X1 S5 To. raise and construct alterations to existing unconditioned single-family dwelling (owner-occupied per R303.10 Exception of 2020 NYS Residential Code) per DEC, Trustees and SCHD approvals with flood permit. At premises located at: 430 Koke Dr Southold SCTM # 473889 Sec/Block/Lot# 87.-5-3 Pursuant to application dated 10/16/2023 and approved by the Building Inspector. To expire on 6/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $282.00 CO-ALTERATION TO DWELLING $100.00 Flood Permit $150.00 Total: $532.00 1- Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lettt vv.south ldt�gin y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E U E 4- R PERMIT NO. Building Inspector: I U Hl 1 6 2 P3 r, Applications and forms"must be'filled out in their entirety:Incomplete applications will not be accepted. Where the'Applicant Is not the owner,an Building DePartment Owner's Authorization form(Page 2)shall be completed. Town off' oufltoia' Date: 10-13-2023 OWNER(S)OF PROPERTY: Name: Robert E. and Laura C. Johnson SCTM # 1000-87-5-3 Project Address:430 Koke Drive, Southold Phone#:(647) 236-5284 Email:johnson@chass.utoronto.ca Mailing Address:374 Sackville St. Toronto, Ontario M4X1 S5 CONTACT PERSON: ,<, Name: Robert Brown Mailing Address:205 Bay Ave. Greenport, NY Phone#:631-477-9752 Small:info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Robert I Brown Architect PC Mailing Address:205 Ba Ave, Greenport NY Phone#:631-477-9752 Email:info@ribrownarchitect.com CONTRACTOR INFORMATION ` Name:moss Brothers Construction. Mailing Address:595 North Street Manorville, NY 11949 Phone#:(631) 772-4204 Email:rossbrothers@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $400,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes iRNo 1 PROPERTY INFORMATION Existing use of property:Seasonal Cottage Intended use of property: Seasonal Cottage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes *No IF YES, PROVIDE A COPY. S,Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulationsand to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By (print name): Robert Brown RAuthorized Agent ❑Owner Signature of Applicant: " Date: 10-13-2023 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF ) Commission Expires April 14, � ,�-j Robert Brown being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named,~ (S)he is the gent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �r1111 — V l l�day of61'` +�»•�'� r� 20� r 4, Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Robert Johnson 374 Sackville St. Toronto, On residing at do hereby authorize www Robert Brown to apply on , my beha to e T wn Sou l uilding Department for approval as described herein. Owner's Signatur Date Print Owner's Name 2 r 1:vJ72'.'v ulE"•�f J,tliRPb lv� d��'°J�oYu. %%'r1119gWA,w ,vw,r1WkN9tlIM!<eros'NP,VIM"++Nkrr{NIIdA�lvy„w,BAR!'MFAl�'vRN*✓�r%y'�''NPti9'Y7Pb,BSrw Y'cad{��q,'p�9gNYs`�BMaAS,YN�'r^N;�4Myd/%NV"1Wk T�hi&ow�;N4 AiN.PotlmPoNiN!UNNau I,"9rN4ui!kfl nNW.?JIYL' ro.)F N C i^N, s BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK i PERMIT NO. 10257 DATE: NO'VEMB 'R 16 2022 ISSUED TO: ROBERT E. & LAURA C. JOHNSON y PROPERTY ADDRESS: 430 KOKE DRIVE SOU THOI,D Y SCTM# 1000-87-5-3 " AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 6JX accordance with the Resolution of the Board of Trustees adopted at the meeting held on November if f1 2, and in consideration of application fee in the sum of$250.00 paid by&Lbgrt.E. fir,Laura C.Johnson,and subject e to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to raise (in-place) by up to 3.3 feet (to proposed FEMA-compliant FF elevation ,, of 9'NAVD) onto piling foundationan existing 1-story, 1,113 sf,single-family dwelling with 76 fib � sf attached deck and 3' x 6.4' steps in place of existing 3' x 1.6' steps; remove existing conventional septic system and install farther from wetlands a new UA OWTS sanitary system; backfill proposed leaching field with approximately 37 cy of trucked-in rateable sand in place of existing soil material, and raise grade around proposed sanitary system less than one(1) foot using on-site material and 16 cubic yards topsoil; remove existing drinking water well from potable service and install new public water service; install stormwater drainage system; and ,ado establish and perpetually maintain a 10-foot wide non-turf buffer adjacent to existing bulkhead, extending landward to a maximum width of approximately 16 feet between bulkhead and waterside corners of dwelling, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated November 10,2022, and stamped approved November 16,2022. ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these resents to be subscribed b a majority of the said Board as of the da and year first above written. ' P Y J h' Y Y � Jnr lr✓., r ,r^. s� r v � I A .19bNNbY a9 YW'YWdd'NpN1d ^klld ,,,,, M' NI� � WfhM MtlMMiWi d,+de "N N '�'I M.W iP' !7NB8 Na,q"bfl' ';",.�YG�'�Y�tiW'1`Vb9Jkk"DA1W d lift '+�41 rA "Mda(tJ,N,'�91�#.WP ° '; ","� ""•� ,�"�°'l.l+t��la' ''� '� �w t '�M�r? ".,��? z�r°��"r"�Y.w+r�rrv3��".rk � ��laarrc�°��"� "�"�""iM�Dtai:"N,r>fi"�"�"��i �u��vw'^�,"''49�� A� �1 TERMS AND CONDITIONS The Permittee Robert P.. & Laura C.Johnson residing at 430 l .oke Qrive puthold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6, That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the uffolk Cotiiity Clerk;s Ot`fice as a notke covenant acid deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 1 l. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President ,? c . Town Hall Annex A. Nicholas Krupski, Vice President � �� 54375 Route 25 µ P.O. Box ox 11179 Eric Sepenoskiug Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples � + Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/z constructed When project complete, call for compliance inspection; .......... k4i, 141L NP, Vt Ni 41, A hl-- lZlJ u Fuji Clean I/A OWTS w/ PSD 1'Ir VENTILATION PIPE SCUMBAFFIN B 7'-��" w' 2'-1 2'-7"' `` CIRCULATION AIR UFT PUMP M I I I7 4' INLET PI " OUTLET PIPE A � JA Anaer, Board t T, . '-EFFLUENT Arc h INLET S AIR LIFT PUMP (D Tank w Blowe Pi in RECIRCULATION PIPE OW BAFFLE —IT /2' AIR INTAKE Accc`", FLOW OPENING (TI"P. (CLEANING OPENING) g Ido iIII° PLAN VIEW 18' MANHOLE(TYPP 18 MANHOLE (TYP 24' MANHOLE ( r ACKWATER VALVE 5'-5" Q MIN. 4'-5- 4'-3" 4'-3" SEC SECTION A-A VIEW FUJI CLEAN CEN5 DETAIL SCALE NTS 8'Ox2 @Lj m STORI' WATER DESIGN; PROVIDE STORAGE FOR 2 RAII R1 8 �x2 2"/12"/FT = 0.17cf OF STOR. '— US 8'0 DRYWELL STORES 42cf WA DRAINAGE AREAS n.1 r1 n n_t a rl r k i r-r Town Hall Annex Glenn Goldsmith,President �� 54375 Route 25 A. Nicholas Krupski, Vice President " P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly 'Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 21, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ROBERT E. & LAURA C. JOHNSON 430 KOKE DRIVE, SOUTHOLD SCTM# 1000-87-5-3 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of ROBERT E. & LAURA C. JOHNSON applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 3, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS. the LWRP„Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of ROBERT E. & LAURA C. JOHNSON to raise (in-place) by up to 3.3 feet (to proposed FEMA-compliant FF elevation of YNAVD), onto piling foundation, an existing 1-story, 1,113 sf, single-family dwelling with 76 sf attached deck and 3' x 6.4' steps in place of existing Tx 1.6' steps; remove existing conventional septic system and install farther from wetlands a new I/A OWTS sanitary system; backfill proposed leaching field with approximately 37 cy of trucked-in rateable sand in place of existing soil material, and raise grade around proposed sanitary system less than one (1) foot using on-site material and 16 cubic yards topsoil; remove existing drinking water well from potable service and install new public water service; install stormwater drainage system; and establish and perpetually maintain a 10-foot wide non-turf buffer adjacent to existing bulkhead, extending landward to a maximum width of approximately 16 feet between bulkhead and waterside corners of dwelling, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated November 10, 2022, and stamped approved November 16, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Verytrul yours, , "P "o , 'ex" Glenn Goldsmith President, Board of Trustees GG/dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DiAlon of ITIVIFOH111011tal plormilb,Roglan I SUNY6 Stony Bruok,50 Circle Road,Stony Brook.NY 11790 P1(631)444-03661 F;(631)444-0300 WWWAVC I ly.qov 1/31/2023 Robert Johnson 374 Sackville Street Toronto, Ontario, CA M4X1 S5 Re: Application #1-4738-04916100001 Johnson Property 43-0 Koko Drive, Southold, NY 11971 SCTM# 1000-87-5-3 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, ROiana*Scanlan Environmental Analyst Trainee Cc: BMHP En-Consultants File ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04916 PERMIT atental Conservation Lav E,CL ..........�m ..... Under the EnYtt"o'nt .,�._. . Permittee and Facility tuformation Permit Issued To: Facility: ROBERT E JOHNSON JOHNSON PROPERTY C/O EN-CONSULTANTS 430 KOKE DRII000-87-5-3 1319 N SEA RD SOUTHOLD,NY 11971 SOUTHAMPTON,NY 11968 Facility Location: in SOU` HOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.586 NYTM-N: 4546.317 Latitude: 41'02'21.4" longitude: 72°25'23.9" Authorized Activity: Raise existing dwelling and install new I/A OWTS sanitary system. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Matthew Benjamin Sherman, Licensed Professional Engineer, last revised 9/30/2022, stamped NYSDEC Approved 1/17/2023. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04916/00001 New Permit Effective Date: 1/31/2023 Expiration Date: 1/30/2028 NYSDEC Approval By acceptance of this permit, the perinittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address: NYSDEC Re,ion 1 Headquarters SUNY @ Sto y 13r)olrb50 Circle Rd Stony Brook Y 1 790 -3409 Authorized Signature: Date Page 1 of 6 Am NLW YORK SPATE, p1:PAli'I'NII:N'1'OI I:NVIItUNfvU:N'I'nl.CONSLIWATION Facility UX It) 1-4738-04916 Components .�. _ _ ._. .._. .w. . .. ...... ............_ — .�,_ _...._. .e..�.e� NATURAL RESOURCE PERMIT CONDITIONS GI NLRAl-CONDITIONS, APPLY TO ALL, AUTI IORI%ED I11-.`RM[Ts NOTIRCATION Oh U'I'I IER PEItMl'1"1'[.?1: 0131.IGA'I'IONS NATURAL RESOURCE, PERMIT CONDITIONS -—App.. y to the Following Permits: TIDAL WETLANDS I. State Not Liablc for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which nlay be caused by or I-C51.II1 11'0111 I1111.1re operations undertaken by the Slate for the conservation or improvement ofnavigation, or I'm,other purposes, and no claim rile right to compensation shall accrue fl-0111 ,111Y such damage, 2. Maintain Erosion Controls All crosion control devices Shall be (Maintained in good and functional condition until the project has been completed land the area has been stabilized. 3. Contain ]exposed,Stocltpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 44 hours shall be contained by a continuous line of staked haybales/silt curtains (or otter NYSDL;C approved devices) placed oil the seaward Side between file 1111 and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 4. (Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (1/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDI-IS) permit issued for the system. 5. Authorized Innovative/Alternative Onsite Wastewater Treatmeut Systems (1/A OWTS) Septic Systems This pel'nlit authorizes the installation ofany models of I/A OWTS septic system which have received the approval of tile Suffolk County Department of I tealtlt Services (SCDI-1S). I17SCDl1S rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that inodel. The list of I/A OWTS systems which have received approval by SCDI IS are found on the Suffolk County Website under the Reclaim Uur Water- 1101neOWne1'section at: Overview of Provisionally Approved Technologics. 6. Install, Maintain Erosion Controls Necessary erosion control measures, i.c.,straw bales, silt fencing, etc., are to be placed on the downslope edge ofany disturbed area, This sediment baarrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Clean Fill Only All [711 shall consist ofclean sand, gravel, or soil (not asphalt, slag, tlyash, broken concrete or dep-tolition debris). Page 2 of 6 Alft 40*.41 NE,W YORK S'1'A'1't{ IRONMEN'I AL CONSERVATION Facility DE('IU 1-4738-04916 's. Storage of Equipmeul,Materials "I'he storage ol'conslruction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feel from the tidal wetland boundary. 9. No Disturbance to Vegetated 'tidal Wetlands 'there shall be no disturbance to vegetated tidal wetlands ur protected buffer areas as a result of'the permitted activities. In. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authori•red solid waste management facility. `these materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent.area. 11. No Construction Debris iia Wetland or Adjacent Area Any debris or excess material from construction of this project shall be copipletely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected ba111er,areas. 12, Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New Yorl< State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. t3. Notice of Commencement At least 48 hours prior to commencement ofthe project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 clays of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 14. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 15. State May Order Removal or Alteration of Work 1f ILlture operations by the State of*New York 1'equire son alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of l.nvironmental Conservation It Shall CaUSC unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or dCSlrtlCtiOn of the natural resources of the State, the owner may be ordered by the Department to remove or filter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation ofthis permit, the structure. 1111. excavation, or other modification ofthe watercourse hereby autllorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such tillIV and manner as the Department ofEnvironnnental Conservatiloln may require, remove all or any portion ol'the uncompleted structure.or fill and restore to its former condition the n4vig4blc and flood capaCily of the watercourse. No claim shall be made against the Stale ol'New York on aCCbtlnt of. such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation ol'this permit, the project hereby authorized has nut been completed, the applicant shall, without expense to the $tate, and to such extcat and In such lime and manner as [lie Department of Environmental Conservation may luwfully require, remove all or any portion of the uncoltnpleted strueturc or (ill and restore the site to its former condition. No claim shall be made against the State of New York rm trcaounl of any such removal or alteration. Page 3 of 6 NEW YORK STATE DF.PARTMEN`I`OP ENVIRONMENTAL CONSERVATION Fimility DEC ID 1-4738-04916 17. Coplormance With Plans All activities authorized by this permit must be in strict coil fomlarice with the approved plans submitted by [lie applic:anl or applicant's cid"ent as part of the permit application. Such approved plans were prepared by Matthew Benjamin Sherman, licensed Professional I ngineer, last revised 9/30/2022, stamped NYSDEC. Approved 1/17/2023. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination ofany wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or ally other environnit;ntally deleterious imaterials associated with the project. _............. + L Auhr izecl Pet mets -. GENERAL CONDITIONS - Apply to ALto - e_.--,_------------ I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authurized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the LCL. Such representative may order the wort: suspended pursuant to f:Cl. 71- 0301 and SAMA 401(3). The permittee shall provide a person to accompany the Department's representative during ail inspection to the permit area when requested by the Department. A copy ofthis permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or flacility. Failure to produce a copy of the permit upon request by a Departirienl representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not nlodily, supersede or rescind any order or determination previously issued by the Department or any ol'the terms, conditions or fegUll'en1ents contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer ol'tllis permit. Such application must include any larms or suppleuieutal inlarmation the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission ol' applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDCC Region I Headquarters SUNY( Stony Brookj50 Circle Rd Stony Brook,NY 11790-3409 4. Submission of Renewal Application The pernlittce must submit a renewal application at least 30 clays before permit expiration for the Ipllowing permit authorizations:Tidal Wetlands. Page 4 06 Agh NEW YQRhSTA"1'F. Db;PAIt'1'IYII;N'I'OF I;rNVIKONrIN'1tSN'I'ALCONSIsRVATION F acilily DEC ID 1.4738-04916 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to nlodily, suspend or revoke this permit. The grouncls for modilication, suspension or revocation include; a. materially false: Or IniICCUrate stlltements in the permit application Or SIIppOrGllg paper's; b. failure by the perlllittcc to comply with any lernls or conditions of the permit; c. exceeding the scope of the project as described in the permit application; c1, newly discovered material hilormatlon of-a material change in environmental conditions, relevant technology or applicable law or rcgulutiorlS since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the linvironmcntal Conservation Law or regulations ofthe Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 or 6 Aft NEW YORK STATE; DEPART IMENT OF ENVIRONMEN'I'Al,C'ONSI?ltVATION Facility DE.C:ID 1-4738-04916 NOTIFICATION OF' OTHER PERMITTEE OBLIGATIONS IONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indenuuilication Tile pernlittce, excepting state or lederal agencies, expressly agrees to indC1 nily and hold harmless the DepartnlCnt of fillvironmental Conservation of the State of New York, its representatives, employees, and t1gClllS "bl:C°) 161'all Claims, Suits, actions, and damages, to the CXtellt attl'ibLilable to the permiacc's acts of omissions in connection with tile permittee's undertaking ofactivities in connection with, or ollcratloll and maintenance of the facility of faCilitiCS authorized by the penicin whether in compliance of not in Compliance (with the terms and conditions of'"the permit. This indemnification does not extend to any claims, shits, fictions, or damages to the extent attributable to DEC's own negligent of intentional acts or unnissions, ur to ally claims, suits, or actions naming the DF'C and arising under Article 78 of the New York Cavil Practice haws and Rules or any citizen suit or civil rights provision under federal or state laws. Item 13: Permittee's Contractors to Comply with Permit "rhe pernlittce is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the perlllittec's agent with respect to the permitted activities, and such persons shall be subicct to the salve sanctions lur violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit docs not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorirC the impairment of any rights, title, or interest ill real or personal property held or vested in a person not a party to the peri ll it, Page 6 of 6 NEWYORK Department of STATE OF OPPORTUNITYry Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number SUSAN ACKERNIAN l•�I '�- 04110 /0000 l Expiration Date 11SO1202.1 NOTE: This notice is NOT a permit N TICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on fy permit pp pans and fully understand We certify that we have read the referenced �ermrt and approved I the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: DATE. CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. C gs g, Jine X X x NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS:w TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: DATE. CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORKAND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. E - "-• 1 " t _ - .a - - . pv- � _ 4 h OREM1ICO_SIMPLEX DISCHARGE PUMP BASIN DETAIL $ ? SCALE:NTS A.4 AREAS I =,'; _ IFEDED �. s z pr m - a Y Ri C .. Fo CC. .,;nc=F t E P t _d. , uz Z; �a a t Z x � e "3 r _ � r �r C r _ ELEVATIONS REFERENCE NAVD'88 WETLANDS WITHIN 300' OF PROPERTY AS SHOWN rl r's^rl r%C,r-r\ -rr%MLAIAIAT!-M I�r%1 1 r-r _rjnkI /r%r%ki-rlPY1 AS f`11r1 A" rr,%v-`J-DLL' J 1 JT%1Y1!{':11 LfF JVLLL-I I—I%, Irl.:lY 1 rl.JL :-1J Jrl'JYYIY ;EICO SIMPLEX DISCHARGE PUMP BASIL DETAIL LE: NTS -_ er+corFrr!!Control Panel Model VCOM-Sinn Discharge Itrol Panel ----) NTS 3-FOOT SQUARE DEADMAN O 0 O.o n�Indolren''?'Internal.SpYrce Box - enco ., b - TI [ . .. .24"Gasketed Fiberglass Model SB4Lid With S.S.Bolts. OZ Q1-1/4"0 Discharge Assy. NModel HV125B ¢ —_Field Install 4"Grommet Inlet F- ZPipe.Model G4L QO 1-1/4"0 Transport Line To Drainfield M �1110 rn Fieid install ISI O r7rner v![OL N O 0 N-3 ILW — Z _ J renco Float Assembly =Z o�j o Model MF3P21FS 0 V)U ' VP:n iu;..ti a/ute.elu..» .7 4 Z�wL_ R:Off D<Wow W.-Low Water/Redundant Off . nc0 High Head rump MIIOQ Diagram •_ rJ Model PF2005 'TS : feet Lifting Rings(3) d .- U . z r_.c a-„____s_ _a:r__a.-s:.-_ rl--........n.....`.._ nt w__I:_--Lr_1 rt ;,F aft e- !•�,rr�.rete..•'J.r!u-lrve!auvr!r!a!!yr. �yuarc I!r nF�F�utaL„e/ N 1 (Jut to Desired Length in Fleld � (n or Demand Dose Dimensions:36"Diameter x 12"Depth,Embedded 6" ted per Design Dry Weight:3'Square Deadman 1124 lb N } 9 Gal/nn/Inch11-1 Sas;'n Buoyancy: 112.9;.of to be Sized by Designer Anti-Buoyancy(3'Square Deadman):3296 lb(292%)at 6'Bury Depth 1--ihe Field Installed H H -1 W )liar(As shown). Anti-Floatation to be Calculated by Design Professional Based on Field 2 2 � Its 150%at Full Submersion COndItlOI1S 2 T U U U renco Pump Basin w/Flow Inducer F1 Model PB2460FI 2: 2 2 O —� r,_, n n ri U U PUMP SPECIFICATIONS z z � U W W :9: SCALE NTS N CN HCD -i o ,� CV VENT PIPE Des-K- 9; .fessiola3's Cert-cation --equ red a; m ' MIN. FROM Su mEE 15.E. o- R.A. Ce-tification CoT Q rn wVte DBOT I r sub=c < 24" TUF-TITE HDPE a -i N (y) r, FLAT LID OVER I ke Form- '�"�'� -C � s s L - SAFETY LID - r—BACKWATER CHECK VALVE /-1.25" DISTAL PORT IN VALVE BOX HEADER PUMP STATION �-EQUALIZATION Z f Y:'1LYL U MIN. GRADE 6.5' F-71 - 111 W L � . Z�Z Ljj _ LE. 5.5 EL 5' (2) TRENCHES WITH Q H,L. �a' al � OINFILTRATOR QUICK4 CHAMBERS I (I) �J n ZYO Q 1 - LJJ HIGHEST EXPCVTED GROUNDWATER: ELEV=10 2'f Z U I o BACKFILL MIN 4' WITH O ASTM C33 SAND n O a BELOW TRENCHES �J ' ONC 0I _ TA iu�� Lr v 1 _ IZ UR APPROVAL Z ZOVIDED - - o NF', Ujo DAT 1/9/23 e R-22-2026 v, cn f 0 0i� Q _ J a Q EXPIRES E C'T701 Tn-XT 1:)—iIT) A7TVIAT e i ,. - Vim SSLSL SL t! S-jEC l0-!l rk_A VIEW VV FUJI CLEAN CEN 5 DETAIL Abandonment Of the existing sanitary system must be In i SCALE NTS conformance with fie Department's requirements. Submit c0rri1 form V�JVV1-080 as proof STORMWATER DESIGN; PROVIDE STORAGE FOR 2'" RAIN 8'0 9 bx2 2"/12"/FT = 0. 17cf OF STORAGE/SF OF ROOF AREA _. 8'0 DRYWELL STORES 42cf WATER /FT RPA f1RAINA(,F A, C R 1 280sf = 48cf; 1 ' NEEDED R2 450sf = 76cf; 2' NEEDED R3 . 8sl = 6cl`; 0.2_ NEEDED R4 345sf = 59cf; 1 .4' NEEDED f 8'Ox2 CONNECT TO GUTTERS AND ROOF LEADERS j ELEVATE EXISTING RESIDENCE IN PLACE, PROPOSED WORK INCLUDES NEW DECKS/STAIRS. IA TREATMENT UNIT AND PRESSURIZED SHALLOW fDRAINFIELD, WATER SUPPLY, STORMWATER CONTAINMENT FOR ROOF RUNOFF. GRADE 4.5' MIN. ® ® ® 0 _T BACKFILL MATERIAL DWELLING I4 a ® EM 0p 2' TO BE CLEAN SAND USES PUBLIC WATER IQI ® I f ® ® ® ® ® 0 AND GRAVEL 8' - V 2't - DRYWELL (3 TYP) /moo SA NI Pv SYS EI" -- - - - - - -- RA.SSE CH -DE C= 5. lr C WH I ER LULL _CTION ION D'E i AIL _1 v _517 SN PRO PE -„ OF � F H. LUD`-CK°R h• T SES PUBLIC WA ER "U; PROPOSED 8'x6.4' �AreRr ` a IN PLACE OF EX, 8'x1.6' STEPS TO EX. 3 BEDROOM 1 CTQRY nwI TO BE RAISEDPLACE) 1 BY U P TO 3.3' ONTO 0) IN 4v al ( ' PILING FOUNDATION Ch /0 F'RUP(iSEu F 9'(NAVD) (rj f; PROP MIN EXISTING FF 5.7'(NAVD) D� (+ � CONN 1 CT FI 1 r)A0,-f4-N ,fl+„TF. . PROPOSED 3'x6.4' ; TMT HO8'Ox2 STORMWATER LE IN PLACE OF EX. DRYWELL (TYP) 3'x1.6' STEPS TO BE REMOVED / I/A VENT W CARBON FIL PROJECT LIMITING FENCE —\ �' - {SEE NOTE SHEET O2} ALONG LANDWARD FACE OF '. !/A CONTROL PANEL BUFFER —10, MIN. f HYAIR CONTROL PANEL BLOWER {SEE DETAIL SHEET C2)PROPERTY OF G. BERNHARDT F /` Mcl) _ 1 nnn 8-7 3 n t TO BE CONNECTED / TO PUBLIC WATER zolvc At ZOAr o ° f 14' MIN. art 6) , `fi1 1 r` PROPOSED 10' MIN. NON-TURF BUFFEF UP TO 16.2' BETWEEN BULKHEAD AND e = DWELLING STRUCTURE A� Vj t PI ANI . , ISSUES/REVISIONS no. description date 77 77 > w „ €jz�• � THESE PLANS ARE AN INSTRUMENT OF SERVICE INFRINGEMENTS WILL . �£ AND ARE THE PROPERTY OF THE ARCHITECT.x � 3. C•� ,. BE PROSECUTED zozz ALL RIGHTS RESERVED I Robert I Brown n�� I Architect, P.C. 20Bay Ave. Greenport NY in o@ribrownarchitect.com 631-477-9752 wx�I,11M1iY.,.illiYllYf.�P911�Y11111 C. •wwb;�y�p�..�rww 3 'y t IT IS A VIOLATION OF THE LAW FOR ANY PERSON, bfi ,; UNLESS ACTING UNDER THE DIRECTION OF A '4 F LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED r, N^ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 430 Koke Drive CLIENT OWNER Southold, NY lig OK-Al%q- PROJECT TITLE 430 Koke Drive Southold NY, 11971 DRAWING TITLE TITLE SHEET ` •�0 �i SCALE 1/4"_"-0" r DRAWING NO. T 0 0, . , P0,IIno. description date s. t. fx rt AFn. y . ig a5 t e NF rt r' it k. I7K I ,ei J 7:If,4'4 OA" II9-A 7 j4 Ito w YR A Yt • ji rz ran vtr, • fit i. Tr 41a` M tF tw ry 4l' ry f 1- rrrvi y. y .roe • Dk s. rive 430 Ke D 14 L IN Site AerialMapZoning Map(Township of Southold Section 2 of 4)Scale:--Lee = 1 I-Oil 128 Scale. 11, = 1,000, Zoning Table & Metrics Project Data Sheet List Nutmber:er:R-40 BULK SCHEDUILE;,FOR RESIDENTIAL DISTRICTS Loot 5 3 Architectural .......... 280: Attachment 3 County Tax Map #: 1000 - 087.00 - 05.00 - 03.00 T100 Title Sheet __J i 13001 Project Data, Zoning Map, Zoning Table, Drawing List outhold Town of S --------------------- Zoning District: R40 G002 General Notes THESE PLANS ARE AN INSTRUMENT OF SERVICE -i AND ARE THE PROPERTY OF THE ARCHITECT. Bulk Schedule for Residential&.0ficts ; ................ -------------- --_------_---- .................... GI 00 INFRINGEMENTS WILL BE PROSECUTED Existing Site Survey ............................................ .......... ....................... -------_--_- -----_---_- ................... ------- Construction Class: G1 01 Proposed Site Plan 2022 ALL RIGHTS RESERVED Minimum repiremeats for I•kniffy detached dwellings A100 First Floor Demolition Plan ------------------ ........:REQUIRED PERMITTED EXISTING (Nonconforming) 1 P R 0 P 0 S E D (Nonconformingl Use Group: A110 Foundation Plan Lot Size (Square Feet) 40,000 8,280 18,280 A111 First Floor Plan A112 Roof Plan A201 Front Elevation (Noah) Robert I. Brown Lot Width (Feet) 150 75 ............ 75 Architect, P.C. ------------ .......--------- Code Data -------- A202 East Elevation (East) —-------------------- ................ ------ .......................... ........... ------------- Residential Code of NYS 2018 A203 Rear Elevation (South) 205 Bay Ave. Greenport NY Lot Depth (Feet) 4175 112.86 112.86 ............ -------------- ................... Fire Code of NYS/2020 A204 West Elevation (West) info@ribrownarchitect.com 631-477-9752------- ................... ............. ...... Plumbing Code of NYS/ 2020 A301 Section Looking North (Long Sections) §2817-124 Nonconforming lots(Less than 20,WOO) Mechanical Code of NYS/2020 A302 Section Looking West (Short Sections) ................. ................ ...... .......... ............... Fuel Gas Code of NYS 2020 A601 Wall, Floor and Roof Assemblies ............. IT IS A VIOLATION OF THE LAW FOR ANY PERSON Primary Front Yard (Feet) J35 43.4 - Energy Conservation Code of NYS 2020 A602 Window & Door Schedule UNLESS ACTING UNDER THE DIRECTION OFA 43.4 - National Electrical Code of NYS/2017 (NEPA 70) A800 Wall Section, Details LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED Secondary Front Yard (Feet) 420 29 129 National Fire Alarm & Signaling Code of NYS 2016 (NFPA 72) E001 Electrical Notes, Panels, Riser Diagrams ALTERATION MUST BE NOTED,SEALED,AND ---—-------- DESCRIBED IN ACCORDANCE WITH THE LAW. E101 First Floor Electric & Reflected Ceiling Plan ISide Yard (Feet) 10 12.3 12.3 M0011 Mechanical & Plumbing Notes, Details ' Pro ect Scope M101 First Floor Mechanical Plan Both Side Yards (Feet) 125 41.3 141.3 - Renovation and Addition to Existing Two-Story Dwelling S0011 Framing Schedule, Structural Notes.............. -------------....................................... ----------------- ------------................................ - n as Indicated on Site Plan S11011 Roof Structural Plan I............... ........................ —-----Rear Yards (Feet) i3514.7 i 14.7 ........... ........... • A Livable Floor Area (Square Feet per Dwelling Unit) 850 1,095 OF - -------......... ...... 11,095 Definitions C.I. - Cast Iron Maximum Permitted 01menshins.-....... ............. E. - Existing CLIENT OWNER ----_------_ ---------------.................... .................. ---------------___«__,____._--- .............. ETR - Existing to Remain Wall Legends --------------- --------Lot Coverage (percent) 20.00% 13.24% 117.04% EXG - Existing----------- ---__ ------ Symbol Description Max. Allowable Coverage: I1656 1,096 11,411 N. - New ........... ....... ............ ...........---- .......................... Existing Walls to be Removed Existing Coverage: P.T. - Pressure Treated.......... ................. ....... ............... Proposed Coverage: ----_-_---rage 1IR - Relocate Building Cove ,096 Building Coverage -I._-.-4 11 TBD - To Be Determined Existing Walls to Remain ITYP - Typical PROJECT TITLE Total Lot Coverage: ' 1,096 Total Lot Coverage: 11,411 ............... .. -- I IVIF Verify in Field New Wall Construction ------------- -------- ----_-_ Koke Drive i 430 1± 17.5 1 Masonry Wall Building Height (feet) 135/25 13.5 Is,25 Feetforflat or mansard roofs Mean Height Between Eave&Ridge 11 35 Feet to Peak of Sloping Roof Southold NY, 11971 I mean Height Between Eave&Ridge Number of Stories i2 1/2 Fire Rated Wall Construction IDRAWING TITLE §280-2079f lmum Gross Floor Area(Lots 1/,p to 10,000so CLIMATIC AND GEOGRAPHIC CRITERIA .......... ............. ................................... .......... .......... GROUND SNOW LOAD 20 re�r (PEP mr-, PROJECT DATA ............................... .......... ............. WIND SPEED(ULTIMATE nE5[Gj,J) I 30 MPH (PEP PIG, I GO9.5t I)e,CNYS 2020 Allowable Gross Floor Area 'I 2,100 1,096 11,285 -9r1Sf11IC DESIGN CATAC-C>RY B (PERK SECT. '161362) Y5 CN2020 WINTER DESIGN TEMp (PE TADI-Iff N I 10 1. ZONING TABLE, FUOOD ZOrJt N/A (PEP,rrMA MAF`) PROST LINE DEPTH 301 WEATHERI"r,FROMA51LITY SEVERE MER 13CNY5 2020 DRAWING LIST Off5IGN LOAD CALCULATIONS (UNIF=ORM LIVE LOADS) PER TABL.r 1607,1 15CNY5 2020 9001115 01-HER THAN SLEEPING 40 P-91 SCALE SLEEPING ROOMS 30 P-111 ATTICS WITH LIMITED STORAGE 20 PSI It 4e 2,ATTICS WITHOUT 5TOPAGr 10 V51 1W 5TAIR5 401,51 DRAWING NO. Ir I ISSUES/REVISIONS GENERAL CONSTRUCTION SPECIFICATIONS no. description date DIVISION 1: GENERAL REQUIREMENTS DIVISION 2: SITE CONSTRUCTION AND FOUNDATIONS DIVISION 6: WOODS AND PLASTICS 06100: ROUGH CARPENTRY 15255: DUCTWORK INSULATION Refer to General Site Specifications and Structural Drawings for Also Refer to Structural Drawings for additional Specifications 1. Framing lumber(studs,joists,girders,plates,sills,headers,trimmers,ridges,valleys,tail beams,etc.)as noted in 1. Provide 1 1/2"thick fiberglass duct wrap with foil faced vapor barrier on all su I ductwork in non-air conditioned PP Y 0103 M DIFI ATION PR CED RE 8 O U S additional Specifications wall type legend with extreme fiber in bending 1450 PSI,modulus of elasticity 1,600,000 PSI. spaces and other locations as shown on the drawings.(GC to verify ducts fit within o en web joists 1. All lumber,and engineered wood products(including framing,flooring,finishes,furnishings,and non-rented p � ) 1. Contractors shall promptly notify the Architect of any ambiguity,inconsistency or error that they may discover SITEWORK tem ora construction a lications such as bracin concr f r - 2. Double up studs at all openings. Support headers on studs,support headers longer than T-0"on two studs each 2. All slot diffusers in fl r upon examination of the Contract Documents. Site and local conditions shall be reviewed on site. P ry PP g, ete o m work and pedestrian barriers),shat be FSC end. oo s to be continuous along openings;provide continuous blank-off extensions as required to 1. Erosion and sedimentation controls should be installed for the duration of construction.Comply with best certified to ensure that the wood was harvested in a sustainable manner.Chain of custody certificates should be maintain diffuser appearance aligned with opening in which the diffuser is located in front of.Slot diffusers in ceilin s to 2. Any interpretation,correction or change of the Contract will be made by written addendum. 3. All wood framing members,including wood sheathing,which rests on exterior foundation walls of in direct contact alt n with s ecifie g 3. Where alternative construction to desi n is installed,certification shal be rovided to the Buildin Official. This management practices in the EPA's Storm Water Management for Construction Activities,EPA Document No. provided as proof of FSC certification. g p d openings.Review with Architect prior to installation. g p g 2. Com osite and r p y with masonry shall be of approved naturally durable of preservative treated wood. certification is to be performed by the Architect or other approved testing agency and shall be at the ex ense of the EPA-832-R-92-005,OR, Erosion and Sedimentation Control standards and codes established by the p p efabricated wood roducts should contain no added urea-formaldeh de. P 3. A rifiber roducts should be used in la at Cut framing square ti bearings,closely fitted,accurately set to required lines level and plumb.Secure rigidly in place 15260: PIPING INSULATION Contractor unless otherwise a reed to in writiri Delaware Department of Environmental Protection and the Delaware State Soil and Water Conservation 9� P p ce of composite wood products wherever possible.These pbducts g g� at bearings and connections. 4. Construction variations from these documents b the Owner or Contractor shall be the res nsibili of the Commission should also contain no added urea-formaldehyde. y 2. Topsoil should be covered or planted while piled to avoid erosion. 4. Whenever possible,wood products should be procured from local sources,within 500 miles of the project site. 5. Do not use wood shims.Use slate or structural plastic shims with full bearing for leveling on masonry or concrete.All 1. Insulate all heating hot water pipes in exterior walls,crawl spaces,basements and all other unheated s aces and P bearing plates to be set onflex-seal. art of basement as shown on the Mechanical Drawings. persons ma Ing sac c anges. 5. General Contractor to submit to the Architect all FSC certification forms for review and approval. P 6. Provide 1/2"clear space at top,end and sides of wood girders entering masonry or concrete walls. 2. All hot and cold supply piping shall be insulated to prevent heat loss and condensation. 01060: REGULATORY REQUIREMENTS SITE GRADING 7. Provide minimum of 2"bearin for all wood structural members. 1. Rough site grading,including the repositioning of all excavation soil,shall be done by the Contractor,as TIMBER: 9 3. Insulation with a thickness of no less than 1 1/2"shall be installed on any space heating distribution piping located directed by the Owner and Landscape Architect as indicated in these Construction Documents.To soil g 8. Set all normal joists with camber up. outside of a conditioned s 1. Work shall comply with the"2020 Building Code of New York State"and other regulations,ordinances,utility p 1. All wood framin shall conform with the latest standard of AITC in connection with the manufacture,fabrication, pace. delive and erection of all wood members. 9. Notches in joists,rafters and beams shall not exceed one sixth of the depth of the member,shall not be longer than 4. Insulation with a minimum thickness of no less than 3/4"shall be installed on an service water distribution i i com antes and all overnmental a encies havin urisdiction,most recent edition. should be stripped before any excavating is started and piled at a location indicated by the Architect.Provide ry y P p ng P g g g I rou h radin within 6"of finished rade ands read the existin to soil as re uired to within 1"of finish 2. Wood framing where called for on drawings shall com I with National Desi n S ecifications for stress rade one third of the depth of the member and shall not be located in the middle one third of the span. that is greater than 3/4"in diameter. 2. All electrical work to be in accordance with and conform to"The National Electrical Code/2017,"includin all g g g g P 9 p q P Y 9 P g g grading plan. lumber and its fastenings and shall be as follows: 10. Wood floor joists within 18"of finished grade,wood girders within 12"of finished grade,wood framing and subsequent revisions and amendments thereto. 2. Finished grading shall be the responsibility of the Contractor. Base Values for Douglas Fir-Larch sheathing within 8"of finished grade,and wood siding within 6"of finished grade shall be of approved naturally durable 15400: PLUMBING 3. All mechanical work to be in accordance w th and conform to the"International Mechanical Code/2018,"including Surfaced D at 19%maximum M.C. N or preservative treated wood. all subse uent revisions and amendments thereto. 3. The Contractor shall move the excavation soil as directed by the Owner,for fill on the site. The Contractor ( ry ) o•2• q shall remove excavation soil that is not needed for fill on this site. Extreme Fiber Stress in Bending"Fb"(Single member use) =875 PSI 11. In all walls greater than 8'-0"in height,run continuous studs for full height of wall. Above 15'-0"in height run double 1. The use of lead solder is prohibited on installation of potable water systems. 4. All construction work to be in accordance with and conform to the"In•ernational Fuel Gas Code/2018,"including studs entire length, Tension Parallel to Grain"Ft"=575 PSI 2. All waste lines are to be PVC schedule 40. all subsequent revisions and amendments thereto. 4. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of 12. Keep wood framing min.2"away from flues,chimneys and fireplaces,and 6"away from flue openin s. 3. All water su I ' 5. All plumbing work to be in accordance with and conform to"2020 Plumbing Code of New York State,"including all not less than one unit vertical in twelve units horizontal(1:12)for a minimum distance of 8 feet measured Compression Parallel to Grain"Fc"= 1300 PSI 9 pp y lines are to be type"L"copper. perpendicular to the face of the wall or an approved alternate method of diverting water away from the Horizontal Shear"Fv"=95 PSI 13. Clearance to combustibles: The exterior surface of fireplace walls shall have a minimum clearance of 4"to 4. Contractor to be responsible to check soil pipe height and location and to adjust to job conditions. subsequent revisions and amendments thereto. Modulus of Elastici " = combustible materials. Combustible materials,including framing and sheathing,shall have a minimum clearance of 2" 5. Potable water 6. All Fire protection work to be in accordance)with and conform to portions of building,electrical and mechanical foundation shall be used. Consideration shall be given to possible additional settlement of the backfill when ty E" 1,600,000 PSI fr m h x i system is to be protected from contamination by use of back flow preventers,as conditions required. establishing the final ground level adjacent to the foundation. o tee ter or surface of smoke chamber walls. Combustible material attached to a fireplace face,such as trim and 6. All hot and cold supply piping shall have air chambers to prevent water hammering. subcodes to the extent delineated in"2020 Building Code of New York State"and other regulations stipulated by mantels,shall have a minimum clearance of 12"above a fire lace o enin a encies havin urisdiction in the State of New Jerse ,most recent edition. 5. Gravel driveways and parking areas to be a 2"fine gravel topcoat over a 4"301 granular base as required ALL EXTERIOR GRADE LUMBER TO BE TREATED"ARSENIC FREE".CCA-TREATED LUMBER/S P P g• 7. Supply and waste line sizes shall conform to the following. g g Y UNACCEPTABLE.ACCEPTABLE ALTERNATIVES ARE AS FOLLOWS: 14. Wall sill plates,shall be sized and anchored to foundation walls at intermediate intervals as required to resist wind Fixture HW CW Drain Tra Vent 7. All Ener subcode work to be in accordance with and conform to"2020 Buildin Code of New York State",most to obtain a final minimum base of 6".Compact to 95%density. _ - _p gY g 1.BORATE TREATED WOOD BY PAC-BORIADVANCE GUARD uplift. Anchor bolts shall be a minimum diameter of 1/2". The bolts shall be embedded in poured-in-place concrete or recent edition,includin all subse uent revisions and amendments thereto. 6. Contractor to provide and coordinate installation of permanent water,sewage,electrical,cable TV, g q 2.ACQ TREATED WOOD BYACQ PRESERVE AND NATURE WOOD grouted unit masonry foundations to a depth of not less than 10". There shall be a minimum of two(2)anchor bolts per Water Closet - 1/2" 4"* - 3" 8. Wherever drawin s state to be"Certified",tE�st re orts conducted b an a roved testin a enc shall be telephone services and other utilities as required to the residence via underground insulated trench as shown 9 P Y PP g g Y on the Construction Documents. 3. COPPER AZOLE TREATED WOOD BYARCH WOOD PROTECTION section of plate and anchor bolts shall be placed 12'from the end of each section of plate with intermediate bolts Sink 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2" provided to the Architect at the expense of the Contractor. 4.NATURAL CEDAR&/OR IPE spaced a maximum of 6 feet on center one-and two-story buildings and not more than 4 feet on center for buildings Stall Shower 1/2" 1/2" 2" 2" 1 1/2" 9. Design loads are as follows: over two stories in height. Dead Load=20 PSF+structure LANDSCAPING Laundry Tub 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2" 1. The Contractor is to clear the site only within the construction line and is to protect all trees,shrubs and Exterior Siding,Decking,exposed wood,trim,fascias to be"Sustainably Harvested"wood.Refer to Exterior Materials 15. Headers to be(2)2 X 10's unless otherwise specified on architectural drawings. *3"PVC pipe may be used if approved b local Plumbin Sub-Code Official Live Load=40 PSF Y 9 10. Contractor shall conform to all National,Siate,and Local codes,even in the event of conflicting requirements in other vegetation which are to remain.Verify tree removal with Owner and Landscape Architect prior to any and Finish Schedule for additional Specifications. 06430: WOOD STAIRS AND HANDRAILS construction.Trees and stumps are to be removed from the site and are the property of the Contractor. 15440: PLUMBING FIXTURES the Specifications and Plans at no additional cost to the Owner. 06172: PREFABRICATED WOOD JOISTS AND TRUSSES 3. The Contractor shall protect all plants that are to remain as per Site Protection Specifications as prepared 11.Contractor is responsible for obtaining all necessary permits,approvals,and Certificates of Occupancy. 1. Minimum headroom at stairs shall be as per International Building Code,most recent edition. 1. All plumbing fixtures to be selected by the Owner in conjunction with the Architect, Refer to the Plumbing Fixture by Landscape Architect. If none are provided the Architect shall prepare such Specifications as an e er to fractural Drawings for additional Specifications for: 2. Maximum riser height and minimum tread depth shall be as per International Building Code,most recent edition. Schedule. addendum to these Construction S ecifications. ENGINEERED WOOD JOISTS 3. All decks,steps,platforms,landings,etc...raised 3 or more risers shall be in accordance with the International 01100: SPECIAL PROJECT PROCEDURES p PARALLEL STRAND LUMBER(PSL) Building Code,most recent edition. 15770: RADIANT FLOOR HEATING 1. Work shall com I with the"2020 Buildin Code of New York State"and other re ulations,ordinances,atilt FOUNDATIONS LAMINATED VENEER LUMBER(LVL) P Y 9 9 tY 4. The triangular openings formed by the riser,tread and bottom rail at the open side of a stairway shall be in 1. All footings shall rest on assumed soil of 2 tons per square foot(2000psi minimum)bearing capacity LAMINATED STRAND LUMBER(LSL) companies and all governmental agencies having jurisdiction,most recent edition. accordance with the International Building Code,most recent edition. 1. A complete new radiant floor heatin s stem is to be installed in all habitable 2. No Contractor nor Subcontractor shall commence work under this Contract until he/she has rovided roof of minimum OR shall meet the specifications provided by the Geotechnical Engineer and Structural Engineer for 9 Y spaces of the first and second floor. p p the s ecific site and soil ca acit . A Soils Geotechnical En ineer, aid for b the Owner or Contractor,must 06060: CONNECTORS AND SUPPORTS 5. Guardrails and handrails shall be designed and constructed to the structural loading conditions in International 2. The new radiant floor heating system will be as specified in the Mechanical S ecifications com lete with mixin insurance of such character and in such amounts as will rovide ade uate rotection for the Owner,the Architect, P P Y ( ) 9 P Y P P l, P q P Building Code,most recent edition. valves, I the members thereof,and their successors,all agents,officers and servants of the Owner,and the Contractor and verify all footings prior to pouring any concrete footings. p pe manifolds,circulator,PEX tubing,fittings,electronic controls,room stats,wiring junction zone control, Subcontractor a ainst all claims,liabilities,damn es and accidents. Such insurance shall remain in force 2. All footing excavations to be finished off by hand and are to be inspected by the Architect/Engineer prior 1. Provide bridging of joist of not less than one row for every eight feet of span. control XRMR,ties,and all other related accessories for a complete operational systems. 9 9 WOOD FINISHES AND TRIM throw hout the life of this Contract. to the placement of concrete, 2. All joist hangers to be galvanized metal and secured with galvanized nails as specified by manufacturer of 3. The system manufacturer will provide all calculations,design and layout as a service to the installing contractor. g Han ors bein used. Shall com 1. The wood of the interior trim shall be selected by Architect&/or Owner,finishes(where applicable)to be determined. 3. Each Contractor must maintain all liabilit Insurance and Workmen's Com ensation as re uired b law,and insure 3. All filled areas shall be compacted layer by layer to not less than 95%of the maximum dry density when 9 9 ply with IBC. y p q y tested in accordance with ASTM D1557. 3. Exterior walls shall be braced as per IBC. 2. Samples of all wood trim and finishes shall be submitted to the Architect for review and approval prior to the ordering DIVISION 16: ELECTRICAL tools,materials and equipment. 4. Nailin to be in accordance with IBC. of the trim for this project. 4.The Owner will obtain the necessa homeowner's insurance to cover work incor orated into the•ob. 4. The excavation outside the foundation shall be backfilled with soil that is free of organic material, g Refer to Electrical Drawin s for additional S ecifications ry p construction debris and large rocks. The backfill shall be placed in lifts and compacted in a manner which 4. Exterior trim shall be clear select,exterior grade approved wood,species and finish to be determined by Architect. g p 5. Each Contractor by making his/her bid represents that he/she has read and understands the Contract Documents and his/her bid is made in accordance therewith;and that he/she visited the site and has familiarized himself/herself does not damage the foundation,the waterproofing or the damproofing and drainage material. EPDXY ANCHORS DIVISION 7: THERMAL AND MOISTURE PROTECTION 16050: BASIC ELECTRICAL MATERIALS AND METHOD with the local conditions under which the work is to be performed;and that his/her bid is based upon the materials, 5. Backfilling against foundation walls shall not be permitted until the floors or roof they support have been systems,and equipment described in the contract documents without exceptions. completely installed unless otherwise approved by Engineer. 1.All epoxy anchors specified on the plans shall be by one of the following manufacturers and should be installed 07100: WATERPROOFING AND DAMPROOFING 1. All fixtures to be selected by Owner in conjunction with the Architect. See Lighting Fixture Schedule. 6. The Contractor shall perform a subsurface soil investigation to determine the possibility of the ground per the manufacturer's recommendations: 2. All wiring to be in accordance with N.E.C.,most recent edition. water rising above the proposed elevation of the floor or floors below grade. If a hydrostatic pressure 01400: QUALITY REQUIREMENTS � 1. Install damproofing from top of footing to above ground level as follows: 3. All electrical,telephone,and data construction work to be done in accordance with and conform to the N.E.C.,most condition exists,notify Architect immediately and prior to proceeding. Waterproofing methods must be a Hilti"hit c-100 epoxy adhesive anchor larr#24919,icbo#4016 recent edition,including subsequent additions and amendments thereto. installed.No footings shall be placed in water. a. Prepare surface-fill all voids with bituminous material. 4. Contractor shall receive,handle,assemble,install and connect light fixtures,including initial lam s. CONSTRUCTION WASTE 7. Place fill under slabs in 8"layers,compacted to 95%density. The grade shall be stripped of all topsoil and Hilti"hit by-150"epoxy adhesive anchor larr#25251 icbo#5193 b. Cove at footing. 5. All visible electrical e ui ment such p All construction waste should l e separated and diverted from landfills by recycling.The following materials should be c. Two coats bituminous dam roofin p q P as switches,duplex outlets,cover plates and floor mounted outlets shall be roc clod at a minimum:land clearin debris,a;> halt,concrete,cardboard, a er,block and brick, deleterious material before applying fill. p gat unex osed surfaces. Y 9 P P P gypsum drywall, installed by competent mechanics in a first class manner. metal,paint,plastic,clean wood,beverage containers(glass,aluminum cans,plastic bottles),and general refuse.At 8. All column footings shall be centered under column centerline unless otherwise noted. b Ramset"epcon system ceramic 6"epoxy anchor larr#24975,icbo#4285 07200: INSULATION 6. Notify Architect immediately(Prior to lighting installation)of any discrepancy or questions regarding lighting intent. least 75%of construction waste(measured by weight)should be recycled.Separation can occur on site or be 7. Upon completion of work,Electrical Contractor to supply all pertinent information in electrical panel to Architect and performed by a waste hauler/recycler.The General Contractor should document recycling effort by keeping track of DIVISION 3: CONCRETE c Simpson strong-tie'epoxy-tie'adhesive anchor larr#25185,icbo#4285 Owner. (i.e.Which breakers control which circuits/rooms/etc.). 1. All batt insulation to be cellulose made from newsprint that is up to 80%post consumer material. waste stream by weight and final destination(recycling or landfill). Refer to Structural Drawings for additional Specifications R-Value/in=3.7-3.8 8. No floor mounted outlets shall be connected to lighting circuits. d Convert operations"ria-gel"epoxy system Carr#25029,icbo#4846 Add/Alt: All insulation to be Mineral Wool Batts w/an R-value/in=4.2 CONSTRUCTION INDOOR AIR QUALITY Concrete should have a recycled content of 25-35%of the total cementitious material,using fly ash and/or 2. All rigid insulation to be mineral wool batts. R-value/in=4.2 16120: WIRES AND CABLES A high level of indoor air quality should be maintained throughout construction.Absorptive materials(including but slag. 2.Continuous special inspection by a registered deputy inspector is required for all epoxy anchor installaions. Add/Alt:All rigid insulation should be EPS(expanded polystyrene) not limited to masonry units,lumber,finished architectural woodwork,flush wood doors,gypsum board,and 3. Spray on insulation should contain no CFCs or HCFCs. 1. All interior wiring to be"Romex"with ground or alternate as approved by Architect. insulation should be stored so as to avoid contact with water.All HVAC s stem e ui ment should be covered 03010: CONCRETE MATERIALS FRAMING LUMBER 2. All wirin to be as ) Y q P 4. Refer to ResCheck or ComCheck Reports for this specific project prepared by the Architect. 9 per article 517 of the N.E.C. and/or sealed to avoid contamination and exposure to water during construction.If HVAC equipment is in operation 1.All structural lumber shall be Dou las Fir of the followin rades,conformin to standard radin rules for the durin construction,filtration media should be char ed rior to occu anc .If ossible HVAC e ui ment should be 1. All concrete shall be controlled concrete com I in with all ACI Buildin Codes. g g g g g g 16505: LENSES,LOUVERS AND ACCESSORIES g 9 P P Y P q P PY g g west coast lumber,no.16,unless noted otherwise. 07270: FIRESTOPPING operated with a 100%outside for a two week period after substantial construction is completed and before 2. Refer to Structural Specifications for ultimate minimum compressive strength of concrete. occupancy to flush out dust and VOCs,after this flush out filtration media should be changed. 3. Curing: Concrete(other than high-early-strength)shall be maintained above 50 degrees F.and in a moist 1. Draftstopping and firestopping to be in accordance with International Buildin Code,most recent edition. 1. All receptacles to be grounded type. Bottom of base receptacles plate to be 6"A.F.F.,unless otherwise noted on rafters,joists,plates no.2 9 condition for at least the first seven days after placement. Construction Drawings(refer to Interior Elevations). THESE PLANS ARE AN INSTRUMENT OF SERVICE 1.All labor and materials to carry out fully the intentions of the Plans and Specifications are part of the Contract, 4. Placed concrete shall be consolidated with mechanical vibratin e ui ment su lemented b 2 x and 4x beams,stringers and headers no.2 2. Bottom of all wall switches to be at 36"A.F.F.,unless otherwise noted on Construction Drawin s refer to Interior AND ARE THE PROPERTY OF THE A g q p PP Y 6 x and 8x beams,stringers and headers no.i 07300: SHINGLES AND ROOFING TILES 9 ( RCHITECT. whether or not s ecificall documented. Contractor shall rovide and install each item mentioned,indicated or hand-s adin roddin and/or tam rn Elevations. P Y P P g' g P g' posts and timbers no.1 ) INFRINGEMENTS WILL BE PROSECUTED implied to achieve the intended building according to the methods of best construction practice. In no event is any 5. When construction joints are used in slabs,walls,or beams they shall be located at points of minimum studs 1. EPDM roofing should be white, Ener Star com liant and have an emissivit of I 3. All receptacles and switches are to be selected by the Owner and Architect. const.grade 9Y P y at east 0.9. article,operation,method or material to fall below the standard set by the FHA Minimum Property Standard for One shear and shall be keyed. 2. EPDM roofin as er Manufacturer's S ecifications. 4. Contractor to provide all switches and receptacles U.O.N.,Color:TBD by Architect. aoza ALL RIGHTS RESERVED g g p y q Y blocking and stripping stud grade g P P 5. Contractor shall be responsible for all electrical connections for the kitchen appliances. and Two Livin Units,latest edition. 6. Slabs on rade to be oared in alternate ba sof not more than 900 S Ft.and 30 feet in an direction or 2. The Contractor shall herewith agree to furnish only labor,materials and workmanship which are first class.Should sawcut to same area requirements immediately after concrete has sufficiently hardened. 2.PI ood for roof sheathin shall be CDX unless noted otherwise.use exterior t e minima an trouble occur to the installation due to defective workmanshi or materials within one ear from the date of 7. No horizontal our sto s are ermitted in concrete walls.Provide vertical our sto s in walls at 50'-0" g YP w c c grade,where Additional General Notes y p y p P p P p plywood is exposed to weather.Plywood for floor sheathing shall be CDX,unless noted otherwise.P,II plywood shall 07600: FLASHING AND SHEETMETAL acceptance,the Contractor shall repair same without cost to the Owner.This guarantee shall apply to general maximum spacing. construction and trades.This shall in no way void or limit any extended warranty for service,equipment,etc. 8. Provide 3/8"chamfer at corners of all concrete beams and columns,exce t as directed b Architect. conform to u.s.product standard ps 1-95.Each sheet of plywood shall be identified by a registered stamp or brand 1.All material and workmanship shall conform to the to the drawin s ands ecification . P Y 1. Provide 16 oz. owder-coated aluminum metal color t.b.d. flashin across to and sides of exterior window and g p s 3. All work performed as a part of this Contract is to be guaranteed by the Contractor and/or Subcontractor and to of the Douglas Fir plywood association. P ( ) g p door openings,and at other locations where needed. be free from defects on material and workmanship for a period of one(1)year from the date of substantial 03100: CONCRETE FORMWORK d Flashing shall d installed: a wall and roof intersections wherev 2.During the construction period,the contractor shall be responsible for the safety of the building.The contractor shall 3.All wood bearing on concrete shall be pressure treated Douglas Fir. er there is a change in roof slope of direction; and rovide ade uate shorin bracin and Robert I. Brown completion of the work:the Contractor and/or Subcontractor agrees to return to the job and make repairs and/or 1. Bottom of frost footings to be as per drawings. If the depth is unclear,Contractor shall notify Architect around all roof openings. P q 9. 9 guys in accordance with all national,state and local safety provisions.any � + replacement to such defects at no cost to the Owner. prior to completion of footing formwork installation. deviation must be approved prior to erection. Archi lec l P. 4.Studs over 10 feet in height or supporting 2 floors and a roof must be 2 x 6's at 16"o.c unless otherwise noted.For � 4. The Contractor is to guarantee the water tightness of the structure for two(2)years after the completion of the 2. All exposed concrete to be formed with clean metal forms for high-end polished architectural concrete studs greater thanl6 feet,see plan.Studs in cri le walls less than 4 feet in het ht ma match the studs above. DIVISION 9: FINISHES contract. finish. General Contractor to submit finish&color samples to Architect prior to commencement of poured PP 9 Y 3.Drawings indicate general and typical details of construction where conditions are not specifically indicated but are of 5. All materials are to be installed in strict accordance with the manufacturer's recommendations and are to be new concrete. similar character to details shown,similar details of construction shall be used subject to review by the architect. 20 Bax Ave. Greenport NY and free of defects. 5.Provide 2x solid blocking between joists and rafters at all supports.Blocking shall be one piece and be the full 09250: GYPSUM BOARD 6. Wherever the quality of the material or work called for in the drawings does not agree with that called for in the 03200: CONCRETE REINFORCING depth of the joist or rafter. ° 4.All details designated as standard or typical shall occur in addition to any other specific detail called out. in O@r11�TOW11arC111teCt.00111 specifications,the better of the two materials or work shall be installed orperformed. 1. Gypsum board should contain 100%recycled content for both the gypsum itself and the paper facing. 6 1- 2 3 477-975 6.Cross bridging shall be provided at 8'0 on center maximum for all joists and rafters more than 8'deep. 2. Gypsum board should be procured locally,within 500 miles of the project site. 5.All information shown on the drawings relative to existin conditions i 7. No deviations from the Contract Documents and Specifications shall to made except through established 1. All reinforcing bars shall be new billet steel,deformed type,ASTM A615 Grade 60 and shall comply with all ACI g s given as the best present knowledge,but Change Order Forms to be transmitted to and signed by the Architect and the Owner. code requirements. 3. A minimum of 64 s.f.of 5/8"FIRECODE gypsum wallboard shall be applied to ceiling located above central heating without guarantee of accuracy.Where actual conditions conflict with the drawings,they shall be reported to the architect 8.The Contractor is to submit samples or catalog cuts of all visible materals and equipment for the Architect's and 2. Provide minimum reinforcing in all concrete as per ACI building code requirements.Unless otherwise noted all 7•Provide double joists under partitions,which are parallel to the joists. system(boiler,furnace,etc.). so that the proper revisions may be made.Modification of details or construction shall not be made without written Designer's approval prior to installation.The work shall be in accordance with the approved samples. detailing,fabrication,and placing of reinforcing steel shall conform to the Manual of Standard Practice for Detailing 4. Provide water-resistant gypsum board on walls and ceilings in bathroom. Concrete composition board shall be used approval of the architect. 9.The Architect shall be the final judge of the quality of the workmanship and reserves the right to reject any work Reinforced Concrete Members. 8.Provide solid,full blocking under partitions which are perpendicular to the joists. at all tiled wall and ceiling areas. 5. Gypsum board shall be fastened with approved screws spaced as per local and regional Building Code,most recent IT IS A VIOLATION OF THE LAW FOR ANY PERSON, he/she considers unacceptable. 3. Length of reinforcing splices shall conform to ACI building code requirements,but in no case shall be less than 30 9.Top plate of all stud walls shall be two pieces the same size as the studs.Splices are to lap 4'-0 minimum and be edition. UNLESS ACTING UNDER THE DIRECTION OF A 10. Details and dimensions,shown in any section,apply to all similar sections unless otherwise noted. bar diameters or as otherwise approved by Engineer. nailed with 12 16d nails minimum each side of joint. 6. Provide sum r LI I gyp boa d In thickness indicated in maximum lengths available to minimize end-to-end joints. CENSED ARCHITECT,TO ALTER ANY ITEM ON 11. These drawings were prepared with the intent that the Work shall be performed by a qualified General 4. Welded Wire Mesh: ASTM A185,in flat sheets,unfinished.Wire Mesh reinforcement shall be welded smooth wire 7. Provide gypsum board to comply with local and regional Building Code,most recent edition. THIS DRAWING IN ANY WAY. ANY AUTHORIZED Contractor. fabric conforming to ASTM A185-79 with a yield strength of 60,000 psi.Wire Mesh Reinforcement shall lap one full 10.All nails shall be common,box or sinker. Nailing shall be per chapter 25 of the uniform building code. 8. Provide and install corner bead where required in compliance with ASTM C 840. ALTERATION MUST BE NOTED,SEALED,AND 12. All Work shall be in conformance with all codes and regulations of any Federal,State,County or Municipal mesh+2"and be securely wired at each side and end. 9. All joint treatments to be from a single source and to comply with ASTM C 475,ASTM C 840,and both gypsum board DESCRIBED IN ACCORDANCE WITH THE LAW. agency having jurisdiction over such work. 5. Concrete protection(minimum)for reinforcing steel shall be as follows: 11.Bolt holes in wood shall be 1/32"to 1/16"larger than the nominal bolt diameter,All bolts shall have standard cut and joint treatment manufacturers'recommendations. 13. All Work is to be performed by qualified mechanics and technicians and shall be of the highest levels of washer under head and nut unless otherwise noted. 9. All joint compounds to be applied in three coats and sanded. NAILING SCHEDULE 14.The Co tI actor is responsible for laying out the Work and that of the Subcontractors;verifying all measurements, (b)B AMS........1-1/2" (e)WALLS,tEXTEERIO FACE(AGAINST EARTH)....2" 10. Joint tape to comply with ASTM C475,perforated type. tPER AP t PA M EkICAN WOOD COUNCfLwrCM Pok 12.All bolts shall be re tightened prior to the application of sheathing,plaster etc. 11. Partitions to be gypsum board of thickness specified in construction documents,to ed,s ackled,sanded and ONE AND Two rAIVIILrDwELLING5 2Or5 550 NIGM WND EDrr1CM dimensions and sizes;checking all elevations and coordinating all floor elevations and details.In the event of a (c)COLUMNS....1 1/2" (f)CONCRETE PLACED ON EARTH....3" P P painted,unless otherwise noted in provided finish schedule. /J�� POINTDESCRIPTON NLtMBfP,OPfOM1v1ONNAllS 'NAPE9PAGING. � V discrepancy,the Contractor shall consult with the Architect before ordering any material or performing any work. 13.Structural members shall not be cut for I es,etc.unless s ecificall detailed. 12. Metal trim and accessories: Standard es of alvanized steel,of sizes re uired to suit conditions of installation, 15.The Contractor is responsible for the schedlJling and coordination of all work that is to be completed under this 03250: CONCRETE ACCESSORIES P P P Y tYP g q ROOF fiRAMING contract. Coordination includes but is not limite d to the scheduling of all necessary Subcontractors,public utilities, similar and equal to those by United States Gypsum. Casing beads and edge trim shall be spackle L,USG 801 B series, 14.Wood studs may be notched to a depth of 25%of the width maximum,except interior nonbearing studs which and corner beads be Durabead Reinforcement,or approved equal.e int WTER TO TOP PLATE.(TOE-NNAILED? a PER PAMP, ;� � � inspections,materials suppliers,etc. 1. All exposed exterior concrete shall contain an air entraining admixture conforming to ASTM C260. Concrete shall may be notched to 40%of the width maximum.Studs may be bored to 40%of the width maximum,except interior CEILING J015TTO Top PLA7E{lC�E-NAILED) 9 PERJoiSt �C,� 16. Any discrepancies between the drawings and site conditions,and any incongruities present within these have an air content of 6%+/-1%• cE1trNG JOIST Tp PaxAir E4 t,,gPTEI�(PAcI �a apt 5 I'MJ 15T drawings are to be brought to the attention of the Architect as soon as they are noticed and prior to continuation of 2. All concrete shall have a minimum cement content of 564 pounds per cubic yard,maximum slump of 4"+/-1"and nonbearing studs and doubled bearing studs(provided no more than two successive doubled studs are bored 109900: PAINTING AND STAINING CEILING JQ15T CAPS(>V�R pAk1171AN{(FACE-1VAtll7l ,3q }Ip which may be bored to 60%of the width maximum. Bored holes shall not be located at the same section of a stud as RtpG .STkAP{EACH END) P FERf1 the work. shall contain a water reducing admixture conforming to ASTM C494(Eucon WR-75 or equal). Water reducing a cut or a notch.In no case shall the edge of a bored hole be nearer than 5/8"to the edge of the stud. All paints and stains should conform to the following VOC levels: -BLOCKING'TO RAPTER(TOEMAILE0) a-6d EACH END 17. During the course of the Work,conditions may be found that require Architectural or Engineering intervention. It admixture shall not contain any chloride ions added during manufacture. 1.Non-flat paint including primers: 150 g/L. RIM BOARD TP RARER(END.NNI.ED) 2-1�1 EACH%D, is the responsibility of the Contractor to bring such conditions to the attention of the Architect and the Owner 3. Provide 10 mil polyethylene vapor barrier directly under slabs on ground w/4"pourous gravel fill. 15.Provide fire stops at all intersections of stud walls at floor ceilings and roof.fire stops shall be 2x nominal 2.Flat paint including primers:50 gA. WALL FRAMING, immediately following discovery and prior to commencement or continuation of Work. thickness of wood and shall be the full width of the enclosed space.Place fire stops at maximum spacing of R-0 in 3.Sanding sealers(non-lacquer):550 g/L. T� PLATE TO TOP PaATE(rAg,��NAILED� 2=1,Gd PER roOT 18.The Contractor must protect all existing work,utilities,or any other existing property and shall repair any DIVISION 5: METALS each direction and at the same lines as the fire stops in adjacent walls. 4.Sealers includin clear wood sealers:400 /L. Top,PLAT6y AT'Ft1tee SECTtOt�(PACE-NAILrbIi �44rd J015T E'A.510e damages to the building or site resulting from h s work. Refer to Structural Drawings for additional Specifications ( g ) g STUD TO STUD IrACE-NAILED) tri Gd 24�"O:C. 19. Job Site Clean-up: 5.Stains,clear:550 g/L. HEADM.TQ7HrAbEfzlrACE-NA)Let) 1;6d ?6^cS.C;AtoNG rd�ES CLIENT/O 6.Stains,Semitransparent:550 g/L. TOP OR BOTTOM P.LATETO5auD.(END-NAILED) 2,16d,;�..fi6d,4-Md I'tk2x4,2xG,2x5,n5PECTI EJY �D AJ?� A. The Contractor is responsible for the complete removal and disposal of all debris and discarded material. Structural steel should be procured from local sources,within 500 miles of the project site. MANUFACTURED LUMBER 7.Stains,opaque:350 g/L. >�TTOM Pl.'TETO 6LOORJ0I5T,dAND;JO15T; ,� ''��` -' ", ENDJOISTIDP.DI16,W1NG(PACE,NAILI!5, ?-I-gd iERracgr 0 �R�11,f3,F?(,�\ ransport materials removed from construction and legally dispose of off site.The interior and exterior of the 8.Varnishes:450 g/L. t� F; site shall be swept clean at the end of each working day.There shall be no visual obstruction to the site or STRUCTURAL STEEL AND MISC. IRON: �, O ;� 1.Microllam LVL all microllams specified are manufactured by the Trus Joist Macmillan corporation.larr#24878 icbo 9. General Contractor shall be responsible for all painting and staining. FLOOR Fl�'AMING� � a A . �' adjacent properties.The condition of the site shall be maintained in an orderly manner.Leave site in a broom 1. The Structural Steel Contractor shall submit complete shop drawings to the Architect for review by the Structural ner-119 1 I J015T To dfG,,roP PSA TCS' ti '' 0 A I surfaces scheduled to be ainted or stained shall be thorou hl cleaned and ro err re ared. �t1 21rC IAII>=b) I?ER JOEY, A 'A W clean condition at the end of each work day.Dc not close or obstruct streets,walks,or other occupied or Engineer prior to fabrication and installation. P g y p P y P P BRIDGING TO Jo15TTMMAILM 2-W EACH ENO 'i r: used facilities. Secure all necessa ermits. 11. All surfaces of wood,gypsum board and trim throughout the interior areas of new construction shall be painted or r LaCpNd Thi;fp151 dL�E,NAIiEb ,;�. ry P 2. The Structural Steel Contractor shall verify the foundation construction for anchor bolt location,elevation of top of 2.Parallam PSL all arallams s ecified are manufac ur ? EACH PND , =`}.'� B. At completion of the job,the Contractor shall leave the site and the house free of all waste materials concrete and bearing plates,alignment,etc.,prior to start of erecting. P P t ed by the Trus Joist Macmillan corporation icbo ner-292 stained as directed by the Owner and Architect,unless otherwise specified in finish schedule. 131oCNo Tt?5111Y1R:Top PLAre(a .NA lij 3.1€dAGH l�f pCx =' i• r '' 12. All areas to be painted shall receive three(3)coats on all surfaces(one prime coat and two finish coats). Painted LEDGE STRI?To flE' ,CE-SAILED?. .-rr6d IEAGti Dp15T � k . except those designated by the Owner.The building should be clean and ready to be occupied. 3. All structural steel framing shall conform with the latest standard of AISC in connection with the manufacture, � 7ei3 41 F'' 3.Timberstrand LSL all timberstrand members specified are manufactured by the Trus Joint Macmillan corporation wood trim shall be sanded between coats of paint. ,aolsT ON j:QGE TaBEAM t OE:NAfL6j �. BER JO&T 20. Security:The building,site and property shrill be securely enclosed and locked by the last Contractor to detailing,fabrication,delivery and erection of all structural steel shapes. Said framing assembly and erection shall icbo 4979 13. All areas to be ainted to be s ecified in finish ,AND Jo15TTo ro�ST(fNb-NarJ D3 s-t 6d PET'.Jo15T t OF ��N leave the obsite-at the end of each work da . p p schedule unless otherwise noted. BAND J015TTO'5ILL OR TOP PLATE(TOE.'NAILED) -I PER rrxaT N j Y also comply with the requirements for welded or bolted connections for buildings,as outlined by AISC. 14. The Contractor shall provide samples of the interior paint colors for review and approval of the Owner and Architect 21. Alcohol is not to be stored or consumed on the site,and work is not to be performed by persons under 4. Structural steel shall conform with the structural specifications,unless shown otherwise on plan. 4.Alternative manufacturers may be used subject to the approval of the architect and the engineer.The contractor prior to any painting. ROOF SHirATHING the influence of alcohol. 5. All tubular columns shall conform with the structural specifications. STRUCURAL PANELS 8d tT�A=_$' 6T shall provide all necessary information to the architect and engineer for approval. 15. If any exterior wood is to be painted it shall be fully primed prior to installation. plgbbNA BOARDiTEAr tivG PROJECT T LE 22. Do not scale Construction Documents. Use?written dimensions only. 6. All structural steel shop work to be welded or bolted with 3/4"high strength bolts.Connections to be made as per 16. All areas of finished work are to be protected and cleaned. 1 x G N DO 2 Set PixIzSUPPORT structural specifications. 5.LVL manufacturer shall provide calculation and shop drawings to architect(structural engineer)for review and to 17. Paint colors for the interior are to be selected by the Architect and Owner and provided and applied by the I"x la"OR*MPER ,3j PER5UPPORr 01425: EXAMINATION OF PREMISES 7. All field connections to be made as per structural specifications,unless noted otherwise. the building department for approval prior to fabrication.All calculations and shop drawings shall be signed by a Contractor. CEIUNG 5HEATHING o I\ole Drive 8. All anchor bolts,straps,framing anchors and hangers to be galvanized or stainless steel. registered professional engineer.Shop drawings will show all critical dimensions and all loads the joists are designed 18. Paint to be delivered to the site in new,unopened containers. YP5 M 43 1. Prior to submitting a proposal,each bidder will be held to have examined the premises and satisfied 9. All columns shall be furnished with ca lates and base lates of sizes called for and shall be sho welded. Base G u AAS �d coolers T^EDGE I.10a F ECD p p P P to support. It shall be the responsibility of the manufacturer to obtain building department approval of calculations WALL SHEATHING Southold NY, 11971 him/herself as to the existing conditions under which he/she will be obliged to work. plates shall bear on leveling nuts set 1-1/2"approved non-shrink grout,and anchored with four 3/4"diameter x 18" and shop drawings prior to fabrication. TILE WORK STkueUlul PANEL �d (.TABLE�,5) 2. If,in the Contractor's opinion,any work shown on the drawings or called for in the specifications is bolts plus 4"hook. Shim under base plates as required. 1. All file sealants and adhesives should contain no more than 130 g/L VOC content. r!RUCU ARP PANELS portrayed in such a manner as to preclude first quality work and/or product,the Contractor shall refer same to 10. General Contractor shall grout under all column base plates with an"approved"non-shrink grout after columns 6.LVL cross bridging and/or bracing shall be provided and detailed as re uired to ado uatel brace all jot t . 2. All ceramic the stone fl ri 7116" q q y I s s oo ng,saddles,trim pieces shall be selected by the Owner and Architect. bd 3"EDG>:✓6 I'lf�.il the Architect prior to proceeding. are set and plumbed and prior to installation of supported decking. Bridging should be installed as erection proceeds and temporary bracing installed to maintain alignment and prevent 25W5 ad a"EDGE 16"FIELD 3. Contractors to verify all dimensions and report any discrepancies to the Architect. 11. Where beams cantilever over columns, rovide two 1/4"stiffeners on each side of beams. GYPSUM WALLBOARD Sd c0n1em 7"EDGEI lo"MELD DRAWING TITLE P lateral movement. DIVISION 15: MECHANICAL SYSTEMS HARDP6ARD 8d (5'AbLE s.e) 12. True shear connections shall be provided at all points of cantilever suspension. Refer to Mechanical Drawin s for additional $ ecifications PARTICAL50ARD PANEL5 gd (.TABLE 3R) 01500: PROTECTION OF PREMISES 13. Beams bearing on walls shall be provided with bearing plates and anchored with bolts as approved by Engineer. 7.LVL temporarily removing web member and drilling or cutting chords are not permitted. g p DIAGONAL BOAkD 5HFAT191NG GENE RAL 14. Punch holes in steel members at Z-0"for fastening,blocking,etc.,refer to all architectural drawings. 1"X6"oR I°XV 2_$d PM siuPPORT 1. Contractor shall devise methods and procedures to ensure safe,orderly execution of the work,and to 15. Provide temporary bracing as required to resist wind,construction loads,etc.,during construction. 8.Sheathin shall be secure) fastene th All HVAC system equipment should be covered and/or sealed to avoid contamination and ex osure to water durin I°Xi.o"OR WIXP, �3-8d PER SuproRT g y d to e top chord.the nailing pattern shall be staggered to avoid splitting and P g allow safe passage of Owner's personnel,and general public to occupied portions of the building. 16. The Steel Contractor shall be responsible for exact location,elevation and alignment of all hung lintels,as to assure nailing into each chord member. construction. No CFCs or HCFCs should be used in mechanical system equipment. FLOOR SHEATHING INFORMATION 2. Contractor shall protect from damage all portions of the existing site to remain. indicated on drawings and shall provide all necessary adjustable connections proposed by and submitted to and STRLICUM PANELS 3. Protect all floors with suitable coverings as required. approved by the Architect. 9.Coordinate with architectural and mechanical drawings for location and weight of mechanical units and 15050: BASIC MECHANICAL MATERIALS AND METHODS I°ap LE55 8d G�,ffbdr 17 el rritub DIAGON THAN I" Lod G"EDGE4 O FIELD 4. emove all protection at completion of work or as quickly as possible. 17. All structural steel shall have two(2)coats shop primer(red lead iron oxide)or similar,conforming to SSPC paint remembers accordingly. DIAGONAt BQARIJ SHEATfd1N(; 5. All damage to adjacent facilities to be repaired promptly,at no cost to the owner. 2-64;retouch after erection. 1. Every room or space intended for human occupancy shall be provided with natural or mechanical ventilation. I"x6"UR I"x8" 2-6d P5R,5DPPp SCALE 2. Heating system shall be capable of maintaining 68 degrees F inside when outside temperature is 0 degrees F.Verify 1"x1D"oRwIDEk �•8a PER511PPt'�Rr �• Q alntaln existing utilities to adjacent areas and protect against damage during construction. 18. Interior columns will be nominal 4"diameter steel pipe,schedule 40,concrete filled unless otherwise specified. LOAD CRITERIA �� 2'� i/q"=i-o" All tally columns shall be provided with both top plate and bottom plate with a minimum thickness of 1/4"or otherwise with local conditions;refer to Mechanical Specifications. specified and securely fastened or welded to column. (DL:dead load;LL:live load) 3. Cooling system shall be capable of maintaining 78 degrees F inside when outside temperature is 92 degrees F. DRAWING NO. 19. STEEL REINFORCING BARS:shall be as indicated in DIVISION 3:CONCRETE and as shown on the drawings. Verify with local conditions;refer to Mechanical Specifications. roof,flat DL:20 psf LL:20 psf 4. Heating/cooling units are to be vented independent flues sized as per manufacturer's specifications. NOTE:All exterior finish metals(i.e.:flashing,coping,louver frames)that are non-structural to the integrity of the floor,typical DL:26 psf LL:40 psf 5. Location of meters,main shutoff valves,relief valves and regulators other than integral appliance regulators shall be building frame to be copper,terne-coated zinc or powder-coated aluminum,color t.b.d.;verify with Architect. terrace,deck: DL: 10 psf LL:60 psf approved by the administrative authority and shall conform to state and local regulations. 6. All plumbing work to conform to the National Standard Plumbing Code,most recent edition. ISSUES/REVISIONS no. description date e--rREr-% WATEK/ t O ; 42cf )10 DRYWELL DRAINAGE, AREAS., NEEDED 48cf;- R1 280sf 760; .21 NEEDED R -2 450sf �NEEDED R3 '38sf �6 C f R4 545sf 59cf; 1 .41 NEEDED CONNECT TO OUTTERS AND ROOF LEADERS E ExISTING RESIDENCE IN PLACE,, PROPOSED 'UNIT TMENT ELF,-VAT- IA IREA S NEW' DECKS/STAIRS11 WORK INCLUDE - WATER AND PRESSURIZED � SHALLOW DRAINFIELD, UNOFF_ Y_ STORmWATER CONTAINMENT' FOR, ROOF R _ SUPPL , )E 4.5' MIN. i-IC V1,UJER BACKnLLMATERIAL, tJSES PUBi 2* TO� BE CLEM SAND AND GRAVEL TV) PROPOSFD 1A OWVIT SAN'ITAp,y SYSTEM ys-1 AB'OVE S 5-7 OL "TION DEINLL N P ER1_y 'OF P,om too H. UJUCKM -87-5-2 Qi 1000 _AJQ Urj PLANS ARE AN INSTRUMENT OF SERVICE .002 AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED A puBLIC 2022 ALL RIGHTS RESERVED 11�4 PLACE OF EX. 0 ' -Vo- AP, BE R[WOVED A� Robert I. Brown Architect, P.C. DROOM Ex. 5 BE STORY OWLING Bay Ave. Greenport NY C '0 ' 0 RAISED (IN PLACE) -CO l�?O@ribrownarchitect.com To BE 631-477-9752 By U P TO 3.3' ONTO Sw FOUNDATIO.N IV PROPOSE[) FF 9'(NAVD) t ' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, v 0 x UNLESS ACTING UNDER THE DIRECTION OF A m ' SF F 5 ( D) mEX - TING .7NAV or) ,I LICENSED ARCHITECT,TO ALTER ANY ITEM ON J.ST FL 1 ,040sf± 4f� HOLE THIS DRAWING IN ANY WAY. ANY AUTHORIZED 'TES 00 DRYViff-L! f�4 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. /A V rV f ,opf,�SED Or /A 1 5 C X -TEPS 10 6.1 REm0VED CD .0* .0 BLOW, 341 OQ� Cx �OF Tq.;_ G, i 000 090 r a Bi- CLIENT OWNER ONE x TO P1, id AC 6) ' FENCF �y f -cT' LIMNGITI PRoj 5 FF DULKHEI�D 0 WDE — PROPOSE PROJECT TITLE NON-TURF SUFFE 43o Koke Drive 4 Southold NY, 11971 lop MSS CY Z DRAWING TITLE 'ZoCOA EXISTING SITE SURVEY SCALE DRAWING NO. ISSUES/REVISIONS no. description date North Property Line I 1 r 1 r T CV �t +I 1 r 1 1 I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. a r t n INFRINGEMENTS WILL BE PROSECUTED AA�1"� � 2022 ALL RIGHTS RESERVED Q C �~ Robert t IBrown Architect P.C. W 2, W 20Bax Ave. Greenport NY r in?o@ribrownarchitect.com ' 631-477-9752 A °^ Line of Roof Above i I �rr IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ® i • " s{ UNLESS ACTING UNDER THE DIRECTION OF A I 'i !I LICENSED ARCHITECT TO ALTER ANY ITEM ON New Condenser- Unit#1-3 THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Existing (Elevated) r I Outdoor DeckQ < Steel Handrail 3'Above � � 1 i 1 Finished Deck Ei IN r ---- CLIENT/OWNER -- 1 =X26'-1 3/4" Y � !; 5 odeonfUU'!.' rt B Iter PROJECT TITLE o Kolce Drive South Pro perty Line 43 Southold NY, 11971 DRAWING TITLE PROPOSED SITE PLAN t OL^ n' SCALE DRAWING NO. ISSUES/REVISIONS no. description date -_. - - west P am - --�r.°party Line \ — --_. _ — ftm---ft. 411111 _ooft-ft ft _ — '" xtend Stair. o it ^\ � — — — — — — \ \ ----3 - --- -_--ET co LL ^* I I ` I I �41\ I 1 .; o ( I \ I I%AI I � \ II I \ IIA Remove Partitions II I " .t Demolish Facade in xtends tair. Qpreparation for new I I I I Window Wall. I I I I I I 1 �) 0rw ^* Q. I T �� I No O 0 0 1 '\ �D %%I I I I II 1 A �.. O ,— O — j ` '" c IAAI I I IAAI • `,h I AA I I%%I 1 %% THESE PLANS ARE AN INSTRUMENT OF SERVICE __ ( 1 AND ARE THE PROPERTY OF THE ARCHITECT. IIAAI I p INFRINGEMENTS WILL BE PROSECUTED AAI 2022 ALL RIGHTS RESERVED , N Existing Deck to be raised �� 1 along with house I c%► \�-� ' z Robert I. Brown AA ° Architect, P.C. I � 'G 2055 Bay Ave. Greenport NY 1 L------ ------------ info@ribrownarchitect.com " . 1 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NOTE: EXISTING WINDOWS AND DOORS TO REMAIN EXCEPT WICLOWS UNLESS ACTING UNDER THE DIRECTION OFA 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON O '( ON SOUTH WALL THIS DRAWING IN ANYWAY. ANY AUTHORIZED r \``• ALTERATION MUST BE NOTED,SEALED,AND 1 DESCRIBED IN ACCORDANCE WITH THE LAW. ALL KITCHE3N AND BATHROOM FIXTURES AND CABINETS TO REMAIN r-D A`yly} ' F.,334"�"1 � � G4'. CLIENT/OWNER r `,•. " JPHNSON RESIDENCE , 1 PROJECT TITLE 43o Koke Drive —� •�.�,� ' Southold NY, 11971 — — 1 DRAWING TITLE - .- - FIRST FLOOR ' DEMO PLAN East Property ro re - ,�.- - ' p ty Line - - v-► — — _- SCALE — — �►�� 1 DRAWING NO. — '—ft--..A. _ 1 00--gogg-g-f _ ISSUES/REVISIONS no. description date West_ A�• - '"'_-.- e t Property Line - - ~ 1 \ 1'\ / ±8'-9 1/4" ±8'-9 1/4" ±-8'-9 1/4" \ \, S2 41 00, 1 30 / FT- — '' (3) 2" x 12" .t. ty 1 �<< N I easement to be Fil 1•,'`, C ped to Grade PROVIDE 9 EA. SMART VENT 510-VB FLOOD VENTS IN 1 NEW FOUNDATION WALL AT 12" ABOVE GRADE AS PER O t" °'`, 30 FEMA REQUIERMENTS. CL _ I CRAWL SPACE 444 SF. VENT CAPACITY 51 SF EACH. r- ~,t \ N I Dashed Area to be Ra sed (In Place) by up to 3.31 onto CD Piling Foundation Proposed FF 9' (NAVD) \ +I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED \ I 2022 ALL RIGHTS RESERVED 2�! i T Existing Ced r eck Above I 1 1 \ P I I z Robert I. Brown �. Architect, P.C. 12" D. Poured Concrete Sonotube with #5 Rebar into 3' '0 205 Bax Ave. Greenport NY 1 — — — x 3' x12" D. Poured Concrete Pad 3' Below Grade, typ. 1 info@ri Ave. r Greenport N �'' 631-477-9752 CL' � X IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 112''.pr UNLESS ACTING UNDER THE DIRECTION OF A \ G17" 3-I " I LICENSED ARCHITECT,TO ALTER ANY ITEM ON O \ M \ THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1DIA CONC. \ ALTERATION MUST BE NOTED,SEALED,AND aro" DESCRIBED IN ACCORDANCE WITH THE LAW. �`•..\\, 2 � , , \ \ 50N©TUBE ASR f _ � � I CLIENT/OWNER \ V\,. :9 PROJECT TITLE Rr - -`� 430 Koke Drive �.._, Southold NY, 11971 •• IAM an1 �►�.� _ _ LOCATIONS FIJI, SMART VENT n.0, 5 l 0-VB AS DRAWING TITLE — _ CRAWL SPCAE 44 4 SF EASCH VENT ALLOWS 5 J FOUNDATION PLAN N.T.S. 1 Eastropert - Y Line - - ft---.ft ,� _ _ �r � �. � SCALE — —�� DRAWING NO. ISSUES/REVISIONS no. description date _ '_ _ — am—_ am _ _ _,fir. 4ft am Now - - _ West Pro �-- _ - pertY Line oft °\ _ MIM NVANOWAMWAMWAMM aft ffA0WAMMWA0M► oft am — r - 1 S2 / N 0 , 1 t / Closet - 1 - _Bedroom New ASPHALT Roof Above 028 -102 " - .\ 106 _ - _ _ Wood Floor M1 _ t Wood Floor , .'- v ` Ridge g centered on Front Structure - 102 106 .� .` - .-_._.. . .._ - - , - c - NOTE. EXISTING WINDOWS TO - \ REMAIN EXCEPT NEW WINDOWS E Living Dining&Kitchen _ ..._. _.. .-. A,B,C,D,E,F TO BE SPECIALTY, D F 101 SHAPES BY ANDERSEN WINDOWS \ t ___ ... . _._... � (400 SERIES) ..------ _� .. , ,. ----'--.....--- --'------__- ____ -----__-_ - '---'---_.._._..__ ..Den 4 _.. _ ...._... .. -_.. . .. ...... . _.. .._._ . . ...... _............ ........ ... _ .. ... ..._..... ........ ._ . . Ba hroom • � __—__.— �:f.- \ _... -103 - - -Wood Floor 104 Ridge centered on _ . . _.... .. -... _.. _. ... ._ ....._...._ .. ._ .. .. . o � 1 ('D Roof Width _....-.-._ _... ...._..- = - :_. .. ... 1 z ------------ O cfl --1 - " - _ -- _-___-_.__--_ "____- _ _.__ -_-_ ____ _ _ - ------ - -_-__-____ ---_--_- `� _-- 1 1 A 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE ® I AND ARE THE PROPERTY OF THE ARCHITECT. \ _ ._ ... ._- _ _..___.._____..__..... -. -._.. .. ._._..__. .-__.....-_...___................._....__ __.-____. __._. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED C \, .``l�. �,.' � •l``./,ra1'' \'.k:i/' rw y zt/I ^.i�,z `,1\d!3! 1Vr,,l ly" � \ /�t, �K.f ' �� \e,:.:�'.i rri3'/�. -_.`@',I "G�-/ --...�'.• f� "/�t,i`\"..-..ii,l ,/.�i'•° .,,�,�� Ifr z, 1� "-�:-.; / / :�`�"'�^', f %,�^ i a,<,�-7�'`��•r=.. {V/�,`,�-iz`•�•��•..ti......,; r� r��l-,1 ,"�.=-�.'� .�` 4�`j ='�,w>"'= ��'.n-�.:�ti.�;�J`� -1'.+n,: --^^�.�' I ```;� \ � / \ f//j//�§ �V��` .•-;},�,p\. lie Y.,' `i ti•s.. r 8s•w •~• r.✓�.r'4 „.,,� \i i,d✓ \ W«?". ,'� „'..,,. *\ `,{':,y"''�''Y. �'•.'+.'”�.0' 4'-; _��'�, .�i ;ni-•�'yi .; =�° �:y l ,� =� �'�.' �, � Robert I Brown \`,.,. e , , �//>Rdft,k' `�\ §FF�,`R �':k+f��;t:� ��'�:;+;"y>t�'+\.;�@.ff�i h. ��i,W!J,v; It .=,,•�"","' +.,�..``jv7eq{\Tji?;'x;�";.t`r Pi�.yr�s% P°?un' r„�a:l'mfC,ew.;G`"t .�,"":'.r..',x""''+ %:w'l�i.vro;_''4T,�y.,.�:'zr.' L��ar•.:�kvtt ltir},}k".:�r�,°f•:.;�.s.3r "OBathroom 'AV Y !Y1. Architect, P.C.1 F1_0 5 OJ :'�. l/IN� :"• *t. '. 5.:.,,: .\ f "y -.,.l l` ,✓ \\!f .2.:,,',r =�•\'; r d,A•.` ,?.., ,�'\�.� ,r;' , , \ EXISTING DECK RAISED WITH H - ° OUSE �, _�' �..' .�...- �;-�' " -�.�. _ �° -,�' � ,.::.;,_ � ;.;..._� "� ',t:,' � �. 'y'-._ i.� '-- t`y'/);, -"�`v_�_"" „'•r;,T ;'=•a ` ` ;,. .w _ 20y B aAve. Greenport NY 5 A info@ribrownarchitect.com 1 0 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, � UNLESS ACTING UNDER THE DIRECTION OF A O �I \� `'°•� 1 THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1 ALTERATION MUST BE NOTED,SEALED,AND `s DESCRIBED IN ACCORDANCE WITH THE LAW. eo AP 1 NOTE: Ax EXISTING PERIMETER WALLS AND SHEATHING AND SIDING TO REMIAN. �'tv�' >►f AND NO INSULATION IS PROPOSED OF *' THIS IS TO CERTIFY THAT TO THE BEST ''. OF MY KNOWLEDGE THIS DWELLING 1 WILL BE OWNER-OCCUPIED AND NOT / OCCUPIED FROM SEPTMEBER 15 1 CLIENT OWNER THROUGH MAY 15 AS PER R303.10 , c / 4' r, J EXCEPTION TO 2020 NYS RESIDENTIAL 1�1 V\\' CODE. ExiSTING VENT 1 KI CMCN TOILET 'V 1 I LAV TOIL 91 NK I. I PROJECT TITLE I I I - 43o Koke Drive _ Ex15TIN6 a°DRAIN G 1 Southold NY, 11971 TO E)e16TI NC3 SFPrIG aY$TEM 1 PLUM BI NG R 1 .5 E R. DRAWING TITLE EXISTING 5ATMROOM5 (F. X15TING TO REMAIN) FIRST FLOOR PLAN NOT TO SGA�L 1 Property Lie 1. 201 1/4" 1/4'="-0" DRAWING NO. i .. ISSUES/REVISIONS no. description date law \ _►. me Im, am oft am u. oft — via 'Vest pro oft --`. peat Line - - -- - - _.f _ ,\ , ^ ° S2 - ^ , , t „ , , 1 , , e ; S2 CO) "p 0� \. cas 1 O 1 ..`.. � ^ Z r . Ot , i y ; 1 e , Q7 , THESE PLANS ARE AN INSTRUMENTARCHITECT.OCE AND ARE THE PROPERTY OF THE „ INFRINGEMENTS WILL BE PROSECUTED aoaa ALL RIGHTS RESERVED ^ C , , , 1 \ e.. , , e z •.e Robert ber tI. Br e , own , 0 Architect, P 4 20 Bax Ave Greenport NY in arc rtect.com , , 1 p ?o@ribrownhitect.com h 1 V 631-477-9752 r OUNLESS ACTING UNDER THE DIRECTION OF A 1 \ .`°`^•\` �' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW \ \ 1 CLIENT/OWNER PROJECT TITLE - - 43 o Koke Drive - --►. _ - 1 `�— #AM Southold NY, 11971 i �'�►. — DRAWING TITLE — — ROOF PLAN East Proper tY Line SCALE —'-ft... — — 1 DRAWING NO. ISSUES/REVISIONS no. description date I I I I Top of Ridge EL.:24.46'NAVD88 -I -_ --- --- --- -- -._- ..._.-__...._-_....—....—....___....—.... ....—....—....—... ...._..---...-- -- Tor)of Ridae EL 24 . 46'NAVD88 4' ` E ' Mean Hei ht __ �._a�__ ___ --T... -- EL.:22'NAVD88 - — _.— -- — -- - -- -- -- - - — -- — — — -- - EL.22aNAHeiVD88 ( , New Ash alt Roof _ THESE PLANS ARE AN INSTRUMENT OF SERVICE .Bottom of Ridge D H PROPERTY THE ARCHITECT. ( AN ARE THE PRO E OF E A CHIT EL:19.48'NAVD88 - I ---- --- --- _— - — — — — --, - - -- - -- __ — — — --- ---- - - -- — — I Bottom of Rid e. INFRINGEMENTS WILL BE PROSECUTED I i._.._...._..._. .E. i._�, EL.:19.48'NAVD88 2022 ALL RIGHTS RESERVED I I i I I - ---------------- Robert ------- Ro ert I. Brown Architect Steel Handrail 3'Above Finishe Stair P.C. - - - Existiingr Siding 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com T I 631-477-9752 New Ceda Stair A First Floor F.F. ". - EL.:9'NAVD88 .._...._....._ __...... _-...__ .._ ---__.. -_.._ -_ .___-___-- .___._..... ._._..___. __._...-_-_...__.._._....._ _. ___....__. -__...-_ -_.......-_... -_ ___ — _ _ -_ -__ _---.....__ First Floor F.F. EL.:9'NAV IT IS A VIOLATION OF THE LAW FOR ANY PERSON, i hGradeUNLESS ACTING UNDER THE DIRECTION OF A EL.:6.2'NAVD88 Q, ._..'.._...__.I__._.___..__ _._--- i he A _ -'-1- _- -- - -- - _.. EL..6.2 NAVD88 LICENSED ARCHITECT,TO ALTER ANY ITEM ON - __, _ . Baseline Flood Elevation / > _-!_- _-.` -_= __. _.__..._. __ -_---.__._ ____._... _... .. ........_. " ._..,_... ._....._,. _____ _____. ._,____ __. _.. __._ _- . _-__. ____. ---__-__ -_...._..._: _.__ __.._-- -- -- — ._. ___________.___.-- THIS DRAWING IN ANYWAY. ANY AUTHORIZED EL.:6'NAVD88 Q - - — — — — — Baseline Flood Elevation . ALTERATION MUST BE NOTED,SEALED AND .Average Adjacent Grade a !_._.._._1...._.______..-_._-.._._.-....__.--___ ' EL.:6'NAVD88 DESCRIBED IN ACCORDANCE WITH THE LAW. EL�4 5 NA-VD88 Average Ad'acent Grade -_ _._----_ ______. ...___.__.. .___�._. _.�.____. _...J..-_ .l___ —_ _— �_ __ i _ ___ _ __.._. .._._-� -_-_- ---_.._.._- _._._.__ __......... _.__._ -_ _-_... _-_._-_-. _.......... ..._.......... EL.:4.5'NAVD88 Toa of Bulkhead - -i i- __-- EL.:3.9'NAVD88 0 3 i i i i i i i i To of Bulkhead$ 3.9 NAVD88 �JC0o -----._L. -- — om of Footings Fill Basement Bottom of Footin s to Grade EL.: 1.5'NAVD881.5'NAVD88 REERENCE DATUM EL _-_ .________ ----___.. 'NAVD88:0 �rF , REFERENCE DATUM *� i I EL.:0'NAVD88 ' •� J ExisL Basement FF _ .__.___..... --- ----- --- Exi i EL:-2-2.33 NAVD88 _ _ — — - _ -.-__-. ._..--_-- --...---- _ — ----------.___ _._.____ 'stn Basement FF r-r----------------------------------------------- EL.:-2.33'NAVD88 L-------------------------------------------------- � CLIENT/OWNER I PROJECT TITLE 43o Koke Drive Southold NY, 11971 DRAWING TITLE FRONT ELEVATION (NORTH) �A SCALE ` DRAWING NO. ISSUES/REVISIONS no. description date I I I I Top of Ridge I Top of Ridge. EL-:24.46'NAVD88 — -- -- --- -- -- -- �. —. --. —. `. — --- L.:24.46'NAVD88 Mean Hei ht ; EL-:22'NAVD88 --------- — -- — — -- _ -- — -- — - -- - - --- -- -- — Mean Hei h !.._.......:._...ti.{.;.... EL.:22'NAVD88 I THESE PLANS ARE AN INSTRUMENT OF SERVICE New Asphalt Roof ---- ----=- =,,, ;, ,. AND ARE THE PROPERTY OF THE ARCHITECT. .Bottom of Ridge I _ _ - EL9.48'NAVD88 - - -� — - - -- - A" - - -- - -- ELBottom of RNAVid8� INFRINGEMENTS WILL BE PROSECUTED - .. _ ..... .: . . , . 9 48 D 2022 ALL RIGHTS RESERVED _ - Robert I. Brown - -------------- Architect, P.C. Existing Siding — Steel Handrail 3' 205 Bay Ave. Greenport NY I LO' Above Finished Stair info@ribrownarchitect.com N 631-477-9752 AFirst Floor F.F. L.._.._. ._.._.__- -_ _._-._. _-._-_- ........... ..____.._ ___.._._ _____ ___.-. -.._.__...._-.__.8.':� __.___-__._.-----.. .- -___�_J'-.6_--_-__ --___-.. ... EL.:9'NAVD88 - - - ---- --- -- -- _- I First Floor F.F. EL.:9'NAVD88 6" Hi he t Ad' en Grade T IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EL.:6.2'NAVD88 -- ---. Hi he t A ' n r UNLESS ACTING UNDER THE DIRECTION OF A _.._..____ .____. __..___ - EL..6.2 NAVD88 ARCHITECT,TO ALTER ANY ITEM ON __ _..... _, ___ ___.__.. __. __..... w. ..___., _____ __ _._._ _. -_ .-�___-.Y.,_-'-- ...:: - - --_ n =_-_. _ =+ ' - _ ---.____ -._.___. _.--_ �- _.- __..__.. =_----_. __.. THIS DRAWING IN ANY WAY. ANY AUTHORIZED . Baseline Flood Elevation -fit BaSelina Flnn Elevation ALTERATION MUST BE NOTED,SEALED,AND EL.:6 NAVD88 _ °Q EL.:6'NAVD88 Avera e Ad'acent Grade Q Avera e Ad'acent Grade DESCRIBED IN ACCORDANCE WITH THE LAW. EL.:4.5'NAVD88 EL.:4.5'NAVD88 To of Bulkhead i i i i i i i i o� Top of Bulkhead EL.:3.9 NAVD88 i EL.:3.9'NAVD88 c /� r- � r-J � r- � 4G ' o ELo.:om of Footings I ' ' 1 I I C° z1.5'NAVD88 Bottom of Footin8e' EL.:1.5'NAVD \� A REFERENCE DATUM EL.:0'NAVD88 .- -- -- _._ _ .___._. ._-----..... ._._.__..__ _.__.._._... _._- _ _ _- _ ._- _ _._ ____ ____ ._._-_. ._._-.._.. __......_....._ _....___... ___ -_ __._ _.___. __.___ _._......_..___ ___._.-_. __-.... __-.._ -._ _ - _ _ _. ____._.. ____...._ -____ --_-__-_ __.- __ __ — -_ _ ___.. _____ - REFERENCE DATUM a' ' J s EL.:0'NAVD88 +; I + R,}` stin Basement FF -.-----_--.__--- -_.-- t-1 ExiO EL.:-2.33'NAVD88 _. ._..._.._ -_- _-__- _- __.-- .-_ __....__.... .-_..._...__ -_--.____ _........... .............. ._.__.__... ._._..._.._ ___-. ____ .._ _._...__ ._._..._.- __._.__..... _-._._ _..____ __ _ __- -_ _-___ --_-__-.__ __-.--.._. _.__..._.._ .....__.._-- ____ -_ _ _____ ______. .___._. __ _ ___ Existin Basement lt^N DN EL.:-2.33'NAVD88FF `• _j I CLIENT/OWNER I PROJECT TITLE 43o Koke Drive Southold NY, 11971 DRAWING TITLE REAR ELEVATION (SOUTH) t 9) SCALE 3/8" DRAWING NO. ISSUES/REVISIONS no. description date Tor) fI EL.:24 4MkD88 J F- I New�Roof Mean Heiaht 21 NAVD88 j ---------- THESE PLANS ARE AN INSTRUMENT OF SERVICE 'T of Ridae AND ARE THE PROPERTY OF THE ARCHITECT. Bottom +2 INFRINGEMENTS WILL BE PROSECUTED E�l 9.48'NAVD88 2022 ALL RIGHTS RESERVED r ............. -011 F-T771 T.................... U I vi Nil _ _ - _ _ ---------- Robert I. Brown VM&;;Qm*9r Siding Architect, P.C. 20 Bay Ave. Greenport NY Steel Handrail inPo@ribrownarchitect.com Above Finished StaidF- i 631-477-9752 First Floor F.F. ZZ 9'NAVD88 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ro Higha to 'ac n Grade 19 UNLESS ACTING UNDER THE DIRECTION OF A EL.:F>.2'NAVD88 LICENSED ARCHITECT,TO ALTER ANY ITEM ON 7=7: ------- THIS DRAWING IN ANY WAY. ANY AUTHORIZED SSB li .0 ne Flood Elevation 8 ALTERATION MUST BE NOTED,SEALED,AND EL.:El NAVD88 Average Adiacent Grade < DESCRIBED IN ACCORDANCE WITH ELAW. NAVD88 Tor)of Bulkhead 12 —EL.-.3.9'NAVD88 co o r-j L L J L -il IL D �orn of Footings -.--L------------J ------------ ------ -4- --------- --------- -------- Fill Basemen —L —EL.-. -1.51 NAVD88 <0 to Grade REFERENCE DATUM I ter' ............ ....... ---------- . ............. ........ ............... ---------- -------- ------- 01 NAVD88 A- Existing Basement FF .............. ............. ........... ------------------------------------------------------------ --------- -------- EL.: 2.33 NAVD88 L------------------------------------------------------j CLIENT OWNER � ?ti�� cf� PROJECT TITLE 43o Koke Drive Southold NY, 11971 DRAWING TITLE SIDE ELEVATION (EAST) %n- 4pV 09- SCALE DRAWING NO. AZ03 ISSUES/REVISIONS no. description date To OL 1 EL.:2T-46P RA D88 _77-77' Mean HejahLA. THESE PLANS ARE AN INSTRUMENT 0nSERVICE AND ARE THE PROPERTY 0FTHE ARCHITECT. INFRINGEMENTS WILL B8PROSECUTED dgg' 2022 ALL RIGHTS RESERVED V 83 ��- ��l�'� � ��l��&7�� ]L��*�� K- ]L° �� n� �� cxmu//g o/ux/H Architect,^��K`�� P.C.-- ~--~~`-`-�x � ~~ 2oBay Ave. Greenport NY un?o@r/mzc/vvnarccxiCect,coID 63I-477-9752 9 NAV lTlSAVIOLATION OFTHE LAW FOR ANY PERSON, (96 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,7DALTER ANY ITEM 0m THIS DRAWING lN ANY WAY. ANY AUTHORIZED ALTERATION MUST BcNOTED,SEALED,AND DcSCD[B��l��CCoDD��C�V0�RTRDl�)�� __- -__- -__- ___ -__ _-_- '__ - _ -_-_ ___ --------- _-- ___/ --__-_________ __- ~ _-�- ^ __ __ __ _— -- -- -- -- -- -- -- -- -- -- -- --' -'-- -- -- -- -- -- -- -- -- -- -- -- -- -- —^ -- -- -� /-- -- -- -- -- r� -- -- T—� -- -- /—/- -- -- -- -- --i -� — / / / / / / / / / / � �� r-� L-� r-� �-I r-� �-� r-� �-� r-� �-� / BasementFill -�/ / / / / / / / / / / / �o L.- -A __j � �_� � _� � �� / T Grade / ._~ / � � .~`,~~~ . / — -- -- -- -- -- -- -- -- -- -- -- -- — — - - --/ -- -- � -- -- -- -- -- -- -- -- -- -- -- r— -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- __ __ EL.: AVD88 REFEREN��DATUM . / — -- -- -- -- -- -- -- -- -- __ __ -------------------------_----_-__��__��_-_��]--- ------ - --- --'' --' ---� --- --- --- --- --- --' --- --- --- --- --'' --- --- --- --- --- --- --- --- --- ---- --- --- ___ ___ -u\� _-_ ___- ___ ___ ___ ___ ___ -_ __ ' FF L------------_--------_-_--_-_----_-_------------_-_---J - -� _ CLIENT OWNER )fA�� PROJECT TITLE �r �~ Drive��K� 8�K�8&� ��7� ��~ ~ � ~ , � Southold NY, 11971 DRAWING TITLE K��D-�� ELEVATION ��u� ��7��`� � ww �� DRAWING NO. ISSUES/REVISIONS no. description date w* ._ NLTLow ROIODDWN' NpTA14LTpN_11, �C,OpKNEK CND AIC, :TRAIgRR�jryblR iucaMuw NANbBaaG. a i � a s� CORNEA. HOLDDOWN Aa NEIDCD 1�'.1'11' �1tIDG Kl'It♦r1C410/R%IR ! 3 RD� EN Odi J(IbTID4{CER FOOD OGRM 'A W1C13 4 V<6D 404 MOk'R9GK TRawhEi0Pt OQ COd..NRDy N G�M 6A OT f0 GPGCOT.iAEj kbR.l IIDMIR}k' MTIAWXKm. KICIG�•GRQ55.5FGTi0N 1 Nfl"VI Nl J., -%RWIDCEi Dd CdY1 W{L, IN%KQMC�N��MTVKyd'i RO GoG EPTRAT IOR NTetu/.ORl.R w�rv�TON AT dtICR WALLG(}NNCTbN RABIC-b$DI WIGM-I C!6 ;KM LKiT W(11"TA6TO-bbKECD. }IOCR W 15T 7ROVIDKOv Od COMMONNAILS'WALLOW A 1.179. Wh"TCbTRA;®IKJ Gop WAG.,WAILIO WAIL,-ANp WALLTO RIUNDA;qN WHO&IMO RABIC O,bN f(M!YO MMTIUTpT WND OICCD mom bbT 'S ATop of Ridge ___...-.. --._--....._ __............. ._....... .._..-__ _.._..._ ._....___._. _..._..-- ----_-.... ___-----.. ..__.-_-- _-_ EL.:24.46'NAVD88 .Mean Height E� L.:22' NAVD88 ___ .____._. _____. _.._._ _. .__._...._. New Asphalt Roo THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. .Bottom of Ridge .............._ .._-._ -____-- -_-_-. —_ _- _._. - -. ".._...- w _....__.. _.._....--_ ---__-._. __.._.__-- .-__._-- -____.._ ___.___ ____ _.._._.._.. INFRINGEMENTS WILL BE PROSECUTED EL.:19.48'NAVD88 _.__.._.... __.-. --__ 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Existing Siding _.....___--__.....-___._....._..__. Steel Handrail 3' 20 Bay Ave. Greenport NY Above Finished Stair info@ribrownarchitect.com 631-477-9752 First Floor F.F. -- _-_ — EL.:9'NAVD88 - - — — - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, HE hVIA d•a en r UNLESS ACTING UNDER THE DIRECTION OF A EL.:6.2'NAVD88 ' LICENSED ARCHITECT,TO ALTER ANY ITEM ON _..._.... _._---- .... ------------ _ _.._.. -- --- - -- -- --- - - - -- - -- - -------- -Baseline Flood Elevation / -- - �- — - — — - -- A D -._.__.._... ._....... .:..:.. ....__._ _ _ _...._.__._ - --..__._ ____... NYAUTHORIZ ALTERATION MUST BE NOTED,SEALED,AND EL.:6NAVD88 I Grade DESCRIBED IN ACCORDANCE WITH THE LAW. 88 -' Top of Bulkhead EL.:3.9'NAVD88 . ottf Bom oFootings _. _... _...._..- _- .__ _..-__..._ ---_----- -.._.__. -..___--- C ] ] __. _.......... -.-- ___-- .�_ _ __. _..__._ _. EL.:1.5'NAVD88 A ♦ `h�t !7 . REFERENCE DATUM * `+''•�1, J EL.:0'NAVD88 •` til. � Existing Basement FF E� L.: 2.33'NAVD88 — -- — _ _ _ _ - — — — — — _ — ____ — — _ It, CLIENT/OWNER PROJECT TITLE 43o Koke Drive Southold NY, 11971 DRAWING TITLE EAST-WEST SECTION SCALE w 7 ` 3/8„_"-0" DRAWING NO. ISSUES/REVISIONS no. description date ,. Top of Ridge E� L 24.46'NAVD88 -- -�. -- - - - -_ - ---- -- --- ---- - -- — — -- -- �_. -- — — — — - — m s: a Mean Height .` •;i Ey L-22 NAVD88 -- — — - - -- - - - - - - -- - - -- - - - - — THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. Bottom of Ridge — -- --- -- - -- --- - - -- — — -- -� _� -- - - -- — — INFRINGEMENTS WILL BE PROSECUTED EL.:19.48'NAVD88 — -- — - - --- -- — - — - — — -- -- — - -- 2022 ALL RIGHTS RESERVED - Robert I. Brown — New Cedar Siding Architect, P.C. -- 20 Bay Ave. Greenport NY info@ribrownarchitect.com -- - 631-477-9752 . First Floor F.F. EL.:9'NAVD88 _ HIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A . ighest NAVD88 Adjacent Grade --- 6.2' :7_77 7 �w -- _ LICENSED ARCHITECT,TO A Baseline Flood Elevation / _._.- ,....,.._ ___ ..._..__... _..___-. __---_. r_. ::_ _ _ .__-_.._ ___--_ ___.- ---...._._. ..._____._ ...-___"-- -----..-_.._. .-.-__-._. __....- - - —_ -- -,--__ __..____ .-._- - -__ WING IN ANY WAY.ALTER AUTHORIZED THIS DRAWING EL.:6'NAVD88 ALTERATION MUST BE NOTED,SEALED,AND Y Average Adjacent Grade ___ __._._._ __,_ --_--" ___--_ _____ _____ .-- ._---- _ _ .--._ — ' -_ _ _ �:i _. DESCRIBED IN ACCORDANCE WITH THE LAW. EL.:4.5'NAVD88 -- --- -- -- - - n " .Top of Bulkhead / EL.:3.9'NAVD88 _ Ape E -_-_. Bottom of Footin s fir``��'�� `7 �f _ t. g _. .__. _.___"_. __—"...-._..... —_._._.._— _-------_ _.__.._— -- _-___ _-- -- — _ _ EL.: 1.5'NAVD88 _.. -- ------- _-_ ._ __.-_- -_ _ __ __ ___. _.. _ __. ___...__ __-___ __ _ — ___ _-_ .--------__. "---__ REFERENC UM .. ........ __.__... _.....-. EL.:0' 88 is � 7 1Y E►_ XISIIrIg B'asement FF ... .............. __..-...__.... __.._. ------ _._.__ — __._.-_.. -___ __.-__. _.,-_____- _..._...__ __.._....... __......_... .:-2.33NAVD88 CLIENT/OWNER PROJECT TITLE 43o Koke Drive Southold NY, 11971 DRAWING TITLE NORTH-SOUTH SECTION �C ,/may V SCALE 1/4"="-0" DRAWING NO. 60A lo DIVISION 25: ELECTRICAL SPECIFICATIONS MISCELLANEOUS: 32 CIRCUIT ISSUES/REVISIONS SUBPANEL (A) no. description date GENERAL PROVISIONS: BASIC ELECTRICAL MATERIALS AND METHOD EXISTING ELECTRICAL UTILITY 1. All fixtures to be selected by Owner in conjunction with the Architect. OVERHEAD LINES MLO A. Provide labor, materials, equipment and services for complete electrical systems as shown 2. All electrical, telephone, and data/com work to be done in accordance with and conform to the on these drawings and as required by applicable city, state, and federal codes, including OSHA. "National Electrical Code/2017" including subsequent additions and amendments thereto. 1st FLR. Laundry Pay all fees, obtain all certificates. Use new U.L. approved equipment. Include all temporary 3. All visible electrical equipment such as switches, duplex outlets, cover plates and floor-mounted NEW 200 AMP RATED METER Rm. light and power during construction. Scope includes light and power systems, telephone outlets shall be installed by competent mechanics in a first class manner. (1 o) 200 AMP BREAKER IN CELLAR 2/3 RISER raceway provisions, tests, and power hook-up of Owner's equipment. 4. Notify Architect immediately (prior to lighting installation) of any discrepancy or questions TYPE "MC"ARMORED CABLE regarding lighting intent. 1 #6 GROUND B. All equipment and materials shall be installed in a neat and workmanlike manner. 5. Upon completion of work, electrical contractor to supply all pertinent information in electrical panel METER 200A to Architect and Owner. (i.e. which breakers control which circuits/rooms/etc.). MLO C. All materials shall be of the best quality for the purpose intended. 6. No floor-mounted outlets shall be connected to lighting circuits. D. Render full cooperation to other trades where work of Contractor will be installed in close SERVICE AND DISTRIBUTION proximity to work of other trades. This Contractor shall assist in working out space conditions. 1. Location shown for service drop and meter(s) must be approved by electric company prior to CELLAR 200A 10 If Contractor installs work before coordinating with other trades or causes interferences, he installation of any equipment. 40 CIRCUIT shall make changes necessary to correct condition without extra charge. 2. Overhead service to be connected through service head on (approved) min. 2" galvanized conduit 3" PVC LOAD 9 ry 9 9 ( PP ) 9 CENTER and must meet all clearances and height requirements of local electric company and N.E.C. (3) 250 KCL COPPER E. For exact location of lighting fixtures, receptacles and telephone outlets, refer to Architectural Drawings. LENSES, LOUVERS AND ACCESSORIES 2" SCH.40 PVC 1. All receptacles to be grounded type. Base receptacles to be V-2" A.F.F., unless otherwise noted in 3-2/0 COPPER F. This Contractor shall repair and damage done by himself or his workmen, and shall drawings. 144 COPPER GROUND coordinate his work with that of other crafts. All work shall be done to the satisfaction of the 2. All receptacles, telephone and cable television jacks to be Lutron Claro - upgrade at Owner's Architect. request. (where installation is within an existing room, match style of existing equipment- upgrade at Owner's request). G. Keep conduits and other openings closed to prevent entry of foreign matter: cover fixtures, 3. All wall switches to be at 42" A.F.F., unless otherwise noted in drawings. UNDERGROUND FEEDER SCHEDULE: equipment and apparatus and protect against dirt, water, chemical or mechanical damage, 4. All switches and to be Lutron Claro, all dimmers to be Lutron Diva- upgrade at Owner's request. before and during the construction period until final acceptance. Restore to original condition 5. All wallplates to be Lutron Claro, unless located in Mechanical, Storage or Utility Rooms. GROUND GROUND 1 LIGHTING CONTROL any fixtures, apparatus, or equipment damage prior to final acceptance, including restoration 6. Contractor to provide all switches, receptacles and wallplates U.O.N., Color: Lutron Satin Color. WATER MAIN #4 COPPER 6 - #12 of damaged shop coats of paint. Equipment shall be delivered and stored at site, properly 7. Contractor shall be responsible for all electrical connections for the kitchen, bar and laundry #2 COPPER 1 - #12 GROUND packed and crated, until finally installed. appliances. 4" PVC CONDUIT H. Upon acceptance of Contract, Contractor agrees to guarantee all his Work and equipment ALARM AND DETECTION SYSTEMS BOND CLAMP for a period not less than one (1) year from date of initial operation. Manufactured equipment 1. Smoke detectors shall be required on every floor including the basement, in the immediate vicinity shall carry full period of manufacturer's guarantee and shall not be less than one (1) year. of the bedrooms and in each bedroom. The detectors shall be wired so that the actuation of one alarm will actuate all the alarms in the dwelling (IBC 907.2.10.1.2 and 907.2.10.3). Detectors I. Contractor shall maintain such limits of insurance as directed under General Conditions. shall be supplied with a battery backup in case of AC power interruption (IBC 907.2.10.2). ° a a ° 4 N GROUNDING NOTE: ° ° #4"iEBAB a 4 ANY REBAR FORMING A CONTINUOUS LENGTH OF 20FT OR MORE TO BE GROUNDED J. TEMPORARY LIGHT AND POWER: INTERCOM SYSTEM & LOW VOLTAGE SCOPE OF WORK USING BOND CLAMP AND A#4 COPPER CONDUCTOR TO GROUNDING SYSTEM. THIS 1. System to be determined by the Owner. INCLUDES THE POOL AREA. GROUNDING TO BE INSPECTED PRIOR TO PLACEMENT OF Provide and fully maintain all facilities for temporary light and power within the construction CONCRETE FOOTING. area during the entire building period, for safety of personnel, utilizing the electric service in the THESE PLANS ARE AN INSTRUMENT OF SERVICE area as arranged with the building Owner and Public Utility by the Electrical Contractor. AND E THE WILL PROPERTY BEOF THE PROSECUTED ARCHITECT. D1 Electric Riser DiagramINFRINGEMENTS 001 NTS K. RUBBISH: Lighting Legend zozz ALL RIGHTS RESERVED Remove all rubbish from premises as often as necessary or directed. All work and equipment Symbol Description Location shall be cleaned to the satisfaction of the Owner before turning same over to the Owner. R1 Recessed Lighting Hallways, Bathrooms Robert I. Brown 1. ALL WIRING TO BE PER THE 2017 NATIONAL ELECTRICAL CODE. R2 Shower Lighting Waterproof Shower Lights Architect, P.C. LIGHTING FIXTURES: ELECTRICAL SYMBOL LEGEND 2. ALL COMMUNICATION WIRING TO COMPLY WITH SECTION 800 OF THE 2017 NATIONAL ELECTRICAL CODE. S1 Bathroom Sconce Bathroom Sconce zo5 Bax Ave. Greenport NY A. Install all fixtures as indicated on drawings and provided by the Owner. Fixtures to bear label 3. ALL INTERIOR WIRING TO BE NON METALLIC (NM-B) BUILDING WIRE. DUPLEX OUTLET in{o@ribrownarchitect.com 4. THERE ARE NO FIRE-RATED RECESSED LIGHTS REQUIRED FOR THIS PROJECT. F1 Pendant/Fixture 1 Bedroom/Den Pendant Fixture 631-477-9752 of Underwriters Laboratories and be installed true and plumb, left clear and free from grease and fingerprints. Lighting fixture installation to be complete with all necessary mounting 5. SEE ELECTRIC PANEL DIAGRAM FOR LOCATION OF ARC-FAULT INTERRUPTERS (AFCI) FOR ALL 15 AMP AND DEDICATED DUPLEX OUTLET F2 Directional Lighting Main Living Area Directional Lights. 20 AMP CIRCUIT BREAKERS. LOCATIONS AS PER NEC 210.12. TRE MAY INDICATE SPECIFIC APPLIANCE. COORDINATE Positioned on Pitched Ceiling between hardware, lamps, ballasts, starters and other necessary equipment. 6. ALL RECEPTACLES SHALL BE TAMPER PROOF TYPE. LOCATION WITH MANUFACTURER'S REQUIREMENTS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Joists UNLESS ACTING UNDER THE DIRECTION OF A HALF SWITCHED OUTLET LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED SWITCHED HALF OF DEVICE SHALL RECEIVE BLACK ALTERATION MUST BE NOTED,SEALED,AND COLOUR-CODED RING DESCRIBED IN ACCORDANCE WITH THE W. Q HARDWIRED DOOR BELL Q HARDWIRED DOOR CHIME F t�Z Q THERMOSTAT CLIENT/OWNER EXHAUST CONTROL DHARD WIRED COMBINATION SMOKE / CARBON MONOXIDE ALARM SINGLE POLE&DIMMABL-E---—$ $D PROJECT TITLE 3-WAY&3-WAY DIMMABLE-----$3 $3D SWITCH 4-WAY&4-WAY DIMMABLE--._,_$4 $41) 43o Koke Drive Southold NY, 11971 $J JAMB OPERATED SWITCH — Non—Dimmable DRAWING TITLE ELECTRICAL NOTES, ELECTRICAL PANEL PANELS, RISER WHERE HEIGHTS ARE INDICATED,HEIGHT IS FROM CENTRE OF DEVICE TO FINISH FLOOR UNLESS NOTED DIAGRAM OTHERWISE -09 SCALE ` NTS DRAWING NO. ISSUES/REVISIONS no. description date am now MEN am --�-"_ — — west Property Lin - - e 1 AFF < , " GFI Orta DW G/F FN1:"D.. I R" F1 QD t5. F.F. 3 F2 6 — - ° 2 R2 . . .. F2 F2 - — (y) F.F 9. GF2 �LL A.F.F. 2 " 1 - a,.. C 1 ° , Ar, E O (� I / AFF --"' _. i 0 ''` ;t .� ` t..,.w." F1IrD Q �_ 1 F2 k { F2 �w F2 F2 I s 1 t` _ 1 \ '~' THESE PLANS ARE AN INSTRUMENT OF SERVICE 1 `. AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED 1z Robert I. Brown ' R= ° Architect, P.C. AF.F. Is',j i rF 20Bax Ave. Greenport NY p info@ribrownarchitect.com 1 -0D c 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 UNDERUNLESS ACTING ICEN EDA CHITECT,TO ALT R ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. C`0 1.7�r�,I 1 1 CLIENT/OWNER PROJECT TITLE 43o Koke Drive •.�� Southold NY, 11971 " — 1 — _ �_. DRAWING TITLE - - FIRST FLOOR RCP East Property- - .�- _ 1 AND LIGHTING PLAN Line - �„_ - _ — "' DRAWING NO. ISSUES/REVISIONS A B A Q (_C AT A B C A B o� , ro11 19 1 16, 9 3,/ 10, 133° 133' 1330 13130 1 3' A\1, CO 0 J10 J19 �o�_J28 J37 Jj/8" W,/8" V-O" 17 .1) J41 1 1'-0" 1/811 1 1-011 1/8fl 1 1-011 (U7 1/811 = 1 1-01' 1/81, = 1'-0" A B A ��B) A B C A C A B C 7 b;" B 91 u F 100 1/411 19/41, -\-\66 1330 1�3' 1330 1 30 1 1'3 Lo La Mco M0— co J2 n J11 q J20 J29 UJ42 1/811 11-01, 1/8" V-0 ' 1/8" V-0" 1/8" V-0" 8 J38 1/811 V-011 1/8f' 11-011 A B B A B C A B B C 19, 16, le; B A, 9 13" av, 13,30 133 1330 I 13o Lo M I CO J3 1 —M I J30 1/8" V-O" J12 J21 J39 J43 U2 1/811 1'-0" 1/811 = 1'-0" 1/8" 1'-0" 1/8" 1'-0" 1/811 1'-0" A B ) C CA) B C A B C A B C A B C 12 r8" s X12 19i " 031°` 9 \6 , 0 1330 133° 1 J3* 133 1330 MC11) o_ jj� J31 J40 J4 J13 J22 2) J44 1-011 U3 1/811 1'-Of' 1/811 1 1-011 1/8" V-0" 1/8" 1 _V_O- 1/811 1'-0" A B A PB ) A B C THESE PLANS ARE AN INSTRUMENT OF SERVICE 1312 AND ARE THE PROPERTY OF THE ARCHITECT. A\ 31?01 1330 1J3- INFRINGEMENTS WILL BE PROSECUTED Vq,, 1� - 2022 ALL RIGHTS RESERVED Lo o_i j co i W-_T ca 0- J5 J23 J32 Robert I. Brown 1-0111-011 C2 1/811 1'-0" Architect, P.C. 1/8" 1 1%8� = 1'-0" 1/8" 1 A B"I C A A B C 20 Bade. Greenport in o@ ribrownarchitect.com 631-477-9752 10„ 11 , 0 % 1� 19 1/4- 11 1 0', 13,30 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND U6J 6 J15 1/8" V-0" 1/8"J24 1 J33 DESCRIBED IN ACCORDANCE WITH THE LAW. 1/811 11-011 1-011 3 1/811 = 1'-0.. A A B C B B C) A 9 J?� T ?! T J37 J39 J41 J43 19, 19) x4i J33J35 6 2 C 1 30 171411 133- J17 RJg J11 J3 J5 0 t– La _ o co JCLIENT OWNER 7 WJ 11 6b J25 J34 A 34 1/8" 1'-0" 1/8" 1--0' 1/811 = 1'-0" 1/8" A B C A C B A B C B 19, 19, 16, 1830 1330 1330 IXI PROJECT TITLE CMI) 0 430 Koke Drive C — I A 17 )r J26 J35 1/8" 1-011 1-011 1 11-1 1 1/8" 1'-0" 1/811 1 1-011 U5 1/8'1 1 DRAWING TITLE A B G CA) TBFRAMING � C ro'31 B SCHEDULE .0 19 10 J32 J34 J36 J38 J40 J42 J44 Jg J10 J12 J14 J16 J18 J20 J22_2 J24 J/t:) J28 JU 1330 4 rig„ 133 J4 SCALE 1/4"="-0" Cl) Cl) DRAWING NO. A J18 J27 J36 F g Legend 1/8" V-O" U8 1/8" 1, qV,/amr _O" 1/8" 1 -Oil 45 1 . 1-011 qT_ U6 1/811 1 1-011 1/8" = 1 ISSUES/REVISIONS no. description date — oft Mft " �.. ffift _.. ,. West Pro - .�...._ perty Line Mft ...,_ft _ _ i, - _ _ '-�• - — le"MMUM0100aft — — WAN"MOMM"Afte oft — 0 1 P, M r* '' 1 S ort am 6" 6"P t✓j O (0 0 14 x u 6"x6" ost F -mz s .. .. N w 1 \ > o a ` t, O C 4:� Lll 1 , O Ridge Beam centered on Front Structure w 0 x6" Qs> 1 O eB m 1 16 6' Ri \ " Ridge centered st zry co C I• on Roof Width x6 1 (D » w 1 x O r Tx ost " C 1 F \ ` THESE PLANS ARE AN INSTRUMENT OF SERVICE st 1 AND ARE THE PROPERTY OF THE ARCHITECT. Pos x FRINGEMENTS WILL BE PROSECUTED Su poi eaearnINzozz ALL RIGHTS RESERVED ' 6"x \ U 1 ` z Robert I. Brown `° ° Architect, P.C. \"\,•�`` \ . � �, O eel. 'G 205 Bay Ave. Greenport NY 10 info@ribrownarchitect.com 1 _, o r w 1 631-477-9752 \ cD ` Refer to S100 Framing Schedule for size and , a, angle of roof joists �G O> rM �• VIOLATIONIT IS A UNL SS ACOON, NG UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 1, DESCRIBED IN ACCORDANCE WITH THE LAW. CLIENT/OWNER PROJECT TITLE 43o Koke Drive Mft Southold NY, 11971 — DRAWING TITLE - - ROOF East Property - - - 1 STRUCTURAL PLAN Y Line - SCALE DRAWING NO. - - �� _ _ 1