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49275-Z
�pF SOU,yolo Town of Southold * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46593 Date: 10/20/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 1220 Ninth St Greenport, NY 11944 See/Block/Lot: 45.-6-9.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/22/2023 Pursuant to which Building Permit No. 49275 and dated: 05/18/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with a finished basement as applied for. The certificate is issued to: Benjamin Bennett , Carolyn Bennett Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0146 10/17/2025 ELECTRICAL CERTIFICATE: 49275 8/4/2025 PLUMBERS CERTIFICATION: Brad Piecuch 6/24/2025 1 ut o ' d Signature o�S�ffD � TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • � � 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#: 49275 Date: 5/18/2023 Permission is hereby granted to: Bennett, Benjamin 160 Ainslie St Apt 1 Brooklyn, NY 11211 To: Construct a single family dwelling with attached raised patio and inground pool as applied for per Trustees non jurisdiction, DEC non jurisdiction, Planning conditions, and SCHD approval. 4-25-24 Amendend to reduce the scope of the project including the removal of the attached garage, removal of the pool addition and other minor changes. Basement square footage reduced from 2,970 to 2,589 and first floor square footage changed from ,', 3,814 to 2,620. Updated SCHD provided. At premises located at: 1220 Ninth St, Greenport SCTM # 473889 Sec/Block/Lot# 45.-6-9.2 Pursuant to application dated 3/22/2023 and approved by the Building Inspector. To expire on 11/16/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,340.00 swfmvNe poots - - $250.00 CO-NEW DWELLING $50.00 . Total: $3,640.00 �`/Building Inspector �o4*' QfSO/ryo(° TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49275 Date: 05/18/2023 Permission is hereby granted to: Renewal Date: 05/08/2025 Benjamin Bennett 160 Ainslie St Apt 1 Brooklyn, NY 11211 To: Construct a single-family dwelling with attached raised patio and inground pool as applied for per Trustees non-jurisdiction, DEC non-jurisdiction, Planning conditions, and SCHD approval. 4-25-24 Amended to reduce the scope of the project including the removal of the attached garage, removal of the pool addition and other minor changes.Basementsquare footage reduced from 2,970 to 2,589 and first floor square footage changed from 3,814 to 2,620. Updated SCHD provided. Premises Located at: 1220 Ninth St, Greenport, NY 11944 SCTM#45.-6-9.2 Pursuant to application dated 03/22/2023 and approved by the Building Inspector. To expire on 05/08/2027. Contractors: Fees: Renewal Fee $1,945.00 Total 1945 Building Inspector TOWN OF SOUTHOLD 4o�°SUFFQ�K�oa 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#: 49275 Date: 5/18/2023 Permission is hereby granted to: Bennett, Benjamin 160 Ainslie St Apt 1 Brooklyn, NY 11211 To: Construct a single family dwelling with attached raised patio and inground pool as applied for per Trustees non jurisdiction, DEC non jurisdiction, Planning conditions, and SCHD approvals. At premises located at: 1220 Ninth St, Greenport SCTM # 473889 Sec/Block/Lot# 45.-6-9.2 Pursuant to application dated 3/22/2023 and approved by the Building Inspector. To expire on 11/16/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,340.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: $3,640.00 Building Inspector SO(/r�,Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road nsc P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Benjamin Bennett Address: 1220 Ninth St City: Greenport St: NY Zip: 11944 Building Permit#: 49275 Section: 45 Block: 6 Lot: 9.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Indoor Basement 5-0 Service Solar Outdoor 1 st Floor F7 Pool r Spa r Renovation 2nd Floor Hot Tub r Generator f Survey Attic r Garage rl Battery Storage r INVENTORY Service 1 ph W Heat Duplec Recpt 88 Ceiling Fixtures 19 Bath Exhaust Fan 6 Service 3 ph r Hot Water Elec GFCI Recpt 13 Wall Fixtures 41 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 51 CO Detectors Sub Panel A/C Blower 2 Range Recpt Dual Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch UC Lights 1 Dryer Recpt 30AX2 Emergency Strobe Heat Detectors Disconnect Switches 56 4'LED Exit Fixtures Other Equipment: Fridge, Mini Fridge, Oven, (2)DW, Cooktop, Hood, DeHumidifier, ERV, (2)150A Panels 40 Circuits , (2)W/D Notes: One Story House w/ Finished Basement Inspector Signature: X - Date: August 4, 2025 Sean Devlin Electrical Inspector sean.devlin(aD-town.southold.ny.us 1220NinthStHouse fswn iiaU Annex enhone(631)7654802 54375 Main Road CD CD a e •• l� �/J P.O.Box 1179 t u Southold,NY 11971-0959 pay BUILDING DEPARTMENT °e`�� �� t TOWN OF SOUTHOLD CERTIFICATION Pate: Building Permit No. Owner: ell A'C pp ..(Mease print) Plumber: i'"0.dt P I l t, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of I 20 oZ-� Notary Public, cA(M$/,f County SUSAN A.61YZO NdWy Public.State Of NewYotit No.of RI6183459 Qualified in Suffolk County com►nission Expires March 17,2QZ.T 95 o FfOtK�oGZ� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 % y.• � ,¢ Telephone(631) 765-1802 Fax(631) 765-9502.hllps://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I PERMIT NO. Building In MAR 2 2 2023 LD Applications and forms must befilled out in their.-'entirety Incomplete, BUILDINGDFPT applications will not be.accepted. Where the Applicant is not the owner,an TOWN®FS007HOLD Owner's Authorization form(Page 2)shall be completed Date: OWNER(S)OF PROPERTY: Name Ben and Carolyn Bennett _ SCTM#1000 045 00 0600 009 002 Project Address 1220 Ninth Street, Greenport, NY 11944 Phone#:917-442-9487 Email benneb@gmail.com Mailing Address 160 Ainslie St, Apt 1, Brooklyn, NY 11211 ,CONTACT PERSON: Name:Peter DePas uale architect _....._.... _.__ _..._. Mailing Address 370 LexingtonAvenue, Suite 407, NY, NY 10017 Phone#:516 383 5341 DESIGN PROFESSIONAL INFORMATION: , Name Peter DePasquale (architect) n a Mailing Address 370 Lexington Avenue, Suite 407, NY NY 10017 11 Phone#:516-383-5341 Email pete@gdpwqrk-11-1-11, Yrr CONTRACTOR INFORMATION: Name North Fork Woodworks, attn Scott Edgettp Mailing Address:810 Traveler St, Southold, NY Phone#:631-298-7900 Email:scott@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION' ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $1,800,000 ------------ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:None Intended use of property:One family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? RYes lig No IF YES, PROVIDE A COPY. 19 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 regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are- punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n r DePasquale RAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Manhattan Peter DePasquale being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1_ _I_s day of 20 a4an- Notary Public IOTARY pu"jd" -STkT,.*,:OF--r I � W�Y RK QUALIFXM- IN brib plilm PROPERTY OWNER AUTHORIZATION TERM Em"WiRM i'*!�,4 (Where the applicant is not the owner) Benjamin Bennett residing at 160 Ainslie St, Apt 1, Brooklyn, NY 11211 do hereby authorize Peter DePasquale to apply on my behalf to the Town of Southold Building Department for approval as described herein. 3/17/2023 wner's Signature Date Benjamin Bennett Print Owner's Name 2 Glenn Goldsmith,President � T� Town Hall Annex Q`S� chi 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 (/,®�J' N �q . Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3, 2023 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: BENJAMIN & CAROLYN BENNETT 1220 NINTH STREET, GREENPORT SCTM#: 1000-45-6-9.2 Dear Mr. Hermann: The Southold Town Board'of Trustees reviewed your letter dated January 23, 2023, along with the survey prepared by Scalice Land Surveying, last dated January 20, 2023, and determined that the proposed construction of a single-family dwelling (to be connected to Greenport Sewer District), a swimming pool, and a tennis court on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. All mature trees should be protected during construction activities. Any construction activity or disturbance seaward of the limit of Trustee jurisdiction will require an application for full permit. Additionally, any structure proposed seaward of the line of jurisdiction will require a permit as well. With any future permits it would be looked favorably upon if there was a plan for tree replacement and a non-turf buffer. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, 2 and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter I I I of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ,f,15',&Z'4- Glenn Goldsmith, President Board of Trustees GG:dd BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-64376 Fain Road-PO Box 1179 Southol^, ew York 11971-0959 Telephone(631)765-1802-FAX(631)766-9602 '� err o 1 own o r s o h ldt APPLICAT-19N FOR ELECTRICAL IN-S-F CTt01!J FELECTRICIANINFOR-MATION (AU informadon Required) Date:y Name: A1'CElectricians Name: Ir"LT.Lt License No.:�r- yp ! Elec.emall: ,^ ar10 m eas I. w. o." Else. Phone No: 1- W request n small copy of Ce c e of Compliance Else.Address.: JOB SITE NPORMATION (Ali Information Required Name: rN&M N + Ae0 8 b --� 4A /� Address: 1. Crosse Street: Phone No.: BIdg Permit#: ®���� email: . Tax Ma District: 1000 Section: Block; Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQU RE'FOOT .G (Please Print`C early): Circle All That Apply: for ection?: YEB NO duh to Final s jobready ins p8 Do you need a Temp Certificate?: YES :,NO issued On Temp Information: (Ali information required) Service Slze[11 Ph r73 Ph Size: _,_� A #Metals Old Meter# _ [:]New Service[]Fire Reoonnect[3Fiood Reconnect[]Service-Reconnect®Undergmundaverhead #Underaund Laterals 1rJ2 H Frame, Pole Work done on Service? Y rIN Additional information: PAYMENT DUE iMTH A!EIAL CATI011t rC- C- * 10F!�9c0D BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54376 Main Road-PO Box 1179 Southoid!New York 11971-0959 Telephone(631)765-1802 - FAX (631)765-95Q2 roaerr o i to n - o hol w . ov APPLICATION FOR ELECTRICAL IJ I P ION ELECTRICIAN INFORMATION (AII informawn Required) Date: 1 Company Name: . Electrician's Name: License No.: 14 Vo I _Elec.emailc uac SAS Apo.(OA;q Else. Phone No: naqusst In small copy of Cortififlata of Compliance Else.Address.: JOB SITE INFORMATION (All Informdon Required) Name: erj� + OCo e Address: )--XQ 4-Ar- Cross Street: Phone No.: z 3 j- LU - Bldg.Permlt#: 99 small: Tax Map_District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUt4= RE FOOTAGE (Pleass Print Clearly): So F+ ter U5f- S Mare Foota e: Cira19 All That Apply: �= Inspection?: YES NO L� gh in Final Ins Is lob ready for p Do you need a Temp Certific OW: YES NO Issued On Temp Irtfiorma#on. (Ail Information required) Service SIzeM1 Ph M3 Ph Size: _______!� #Wore...�.--- Old Meter# ❑New ServicsoFire Reconnect[7Flood Reconnect(3Servloe Reconnect{3Undergmundaverheed #Undo round Laterals rl 1 r12 H Frame rl Pole Work done on Service? Y rjN Additional Information: PAYMENT I3UE WITH APPL CI;p►TiON 1 Z- rf- 10 E, -If 4� "2-75- PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel " Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i 1 gERMIT# Address: I LZ-O �"" S1-rem - , Greenpoq Switches 54� Outlets $ � p i i G A's 3 A U G - 4 2025 `'.. Surface 1q suit--n P1 par tmt �$ Sconces To"Ire ofSOut"10dc ; H H's 1 ' 1 UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust G Oven J_ Sump 2 Heater Trnsfmr Smokes DW Generator p Salt Gen. Carbon Micro o GrbDis L. Water Bond Lights Heat a Pucks n ERV HOT TUB SPA Inst Hot p DeHum 1 Transfer 0 Disc Combo y Cooktop Minisplit p Blower AC ,L AH 2 Hood , Blower Service Amps Have Used Sub Amps Have Used Comments NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY!,O Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 ev vWx1ec.ny.gov LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION March 14, 2023 Benjamin Bennett Carolyn Bennett 160 Ainslie St., Apt. 1 Brooklyn, NY 11211 Re: DEC# 1-4738-04937/00001 Bennett Property: 1220 Ninth Street SCTM# 1000-45-6-9.2 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the subject property landward of the line labeled "top of slope", as shown on the survey plan prepared by Scalice Land Surveying, last revised 1120/2023, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "threatened" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued NEWYORK Department of srn¢or Environmental oaracnnurr — � Conservation pursuant to ECL §11-535. In order to avoid an Endangered Species "take," we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: En-Consultants BMHP Wildlife file FQ Scott A. Russell °SUF ' STOWWWA\T]E R. SUPERVISOR . MANAGEMENT z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM_ ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Peter DePasquale Date: 3/28/2023 (Print) (Signature) Contact Information: Pete@gdp.work H 516 383 5341 (E-Mail B Telephone Number) " Property Address / Location of Construction Site: 1220 Ninth Street, Greenport NY 11944 S.C.T.M. #: 1000 District 045.00 0600 009.002 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - Area of Disturbance is less than 1 Acre: No S.P.D.E.S. Permit is Required! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. � ^ f r Reviewed By: . Date: Fl1RTV1 # CMf P-Tf1C(lrtnhPr 9n 1 c) cc 1-3/0? 3 S BOXES S TIi W 9 MUST BE TYPED OR PRINTED IN DLAC�,JVONLY PRIOR TO RECORDING OR FILING, 1 I SUFFOLK COUNTY CLERK 2 3 M'/QQ n2p5 N rn o Numberof lix.9 r-irt o ri C Serial x `•^•�!• � Deed f Mohµaµe Instrument llecd/Munµaµe'i'aa Stamp Hecmvllnµ!Flllnµ Stanyls d Page I Fill at,Nee ,^ Mortµaµe Amt, ,^ Handling `7 1.Maxie Tax 'fP-w I.SONYMA Notation _ Sub'I'ulal ^ EA•5117(County) Sub Total `� J,SpecdAdth CA-Sit?(Stale) 1?'t'x` TOT,M'1'G.TAXAt , "— R.P.TAA. �, N•i''., 4 ti. Itual'I)"n—Dual county Ileld fur Apportionment Comm,of Ed, Transfer'Fax y'1 ij,��i``� M1tanainn'l'ax _ Certified Cony property covered by tbis mo"Now" is or will he Improved by a one or Iwo HekCnpY Sub'1'olal _ , family dwelling only. ^` "'rr "' YES—or NO Other Ct! �r.Z?j +(�Y_)Y�) GRAND TOTAL � '',_ _ If NO,nee,alljlrolorlate Ian claw on -• _ "i Iloge t►.....— _of this Instrument, s Real Propemy Tax Service Agency Verification 1'Itle Company Information Secilgit MOCK Lot Companyunifier Name 7 FEE PAID BY: Cash_,_,Cbeek„`_Charge � Payer same as R A R„ ?d /U 3 OR:, ��t/FR.+[/!rAr� /Vt/ /06/ J — -------. g RECORD& RETURN TO 9 Suffolk County Recording & Endorsement Page This n page yarns part of the attached '��-�..G 2/`, '•-r/l 1 LOt2:t+rr f�m�r utic by; 1 r (Deed— MU11 ge,e1L',) 1��r�/? �yJil�•I' / �V���.�C Tite premises herein is sllunled in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of c9QU7 0VQ6-_2_ Its the VILLAGE orHANILVI'of �/rff���• • . 1 DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by ANN MARIE NELSON, residing at Cherry Lane Farm, Ninth Street, Creenport, New York, hereinafter referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall- be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services(hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES, 2, WHEREAS DECLARANT appeared before the Board of Review requesting a variance from Article 6 of the Suffolk County Sanitary Code and WHEREAS the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated May 22, 1996, attached hereto and made a part hereof, provided a covenant Is filed, the DECLARANT, its successors, heirs, or assigns, agrees: (a.) The lots described in Schedule A will be served by temporary individual conventional subsurface sewage disposal systems, as determined and approved by the DEPARTMENT, until such time as the facilities of Sewer Treatment Plant are available, at which time all temporary individual conventional subsurface sewage disposal systems will be discontinued, disconnected and abandoned according to standards of the DEPARTMENT, and the lots described In Schedule A will be connected to the facilities of Sewer Treatment Plant within 90'days after such facilities become available, all at the-expense of the DECLARANT. (b.) As a condition for approval of the DEPARTMENT, of such subdivision or development application, the DECLARANT agrees that there shall be no further division of any of the lots on the Premises described herein, and that said lots shall remain as shown on the subdivision or development map approved by the DEPARTMENT. (c.) Easements of ingress and egress to Individual lots shall be reserved to DECLARANT in the deeds of conveyance of the aforesaid lots in Janguage approved by the DEPARTMENT. (d) DECLARANT shall install a sewer main with connection stubs to service all lots described in Schedule A and Schedule B attached, which shall be connected to the facilities of Sewer Treatment Plant. (e.) DECLARANT shall post a letter of credit with the Greenport Sewer District, and/or the DEPARTMENT, in an amount and 1n language acceptable to the Agency, and/or the DEPARTMENT, covering all temporary septic systems installed by DECLARANT to insure that the promises and covenants contained herein are performed by DECLARANT. (f.) As a condition for the approval by the DEPARTMENT, of such application, the DECLARANT agrees that there shall be no further division of LOT 4 as described herein as Schedule B unless public water and public sewers are extended to the premises and all building on the premises are connected to public water and public sewers. (g,) DECLARANT acknowledges that the temporary subsurlace sewage disposal systems as approved by the DEPARTMENT are allowed up to the population density equivalent for the entire premises as defined in Suffolk County Sanitary Code, Article 6. (h.) DECLARANT, its successors, heirs or assigns, further agrees to hold harmless, indemnify and defend the County of Suffolk, her employees,.offices, or agents from any claim for damages or injuries that may arise out of the approval, Installation or use of such temporary sewage disposal systems. (i,) DECLARANT, its successors, heirs, or assigns, further agrees not to commence any civil lawsuit against the County of Suffolk for any claim of an nature that may arise out of the decision or actions of any municipality concerning the approval, installation, or use of the temporary or permanent sewage disposal systems. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations In any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to s , condition the leases shall not Invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictlons contained herein shall be construed to be in addition to and not In derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, andlor regulations may thereafter be revised, amended, or promulgated. 3, This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by.any other remedy in equity or at law. The fallure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof, 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged Illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 - The DECLARANT represents and warrants that its has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing lavorable treatment with respect to the performance of an agreement, and that such person has read and Is familiar with the provisions of Local Law #32.1980. i ANN MARIE NELSON STATE OF NEW YORK )ss; COUNTY OF SUFFOLK ) On the '�"� day of June, 1996, before me personally came ANN MARIE NELSON, to me known to be the individual described in and who executed the foregoing instrument and acknowledge that she executed same. to Public: State of New York u��.anima Quid how" c, Cam�bn!�MMIA � 11788 R,285 SCHEDULE A DESCRIPTION OF PROPERTY DECLARANT; ANN.MARIE NELSON H.D. REF, NO.: S10 - 95 - 10 Cherry Lane, Greenport, NY minor subdivision r AL that certa:.n plot, piece or parcel-of-hand, with :he buildings s and improvements thereor. erected, situate, lying and being at Gr eenport, in the Town of Southold, County of Su:f oli: and State of haw -fork, bounded and described as follows; BEG=NN:NG at the 99int of intersection of the southerly side of :.and of the Long Island Failroad Company with the westerly side of Cherry Lana cr Ninth Street; RUNNING THENCE South 12 degrees it minutes 20 seconds West along the westerly side of Cherry Lane or Ninth Street,. "08 . 97 feat to the Southerly side of Cherry Lane or Ninth Street; THENCE South 79 degrees 28 minutes 50 seconds East along the southerly end of Cherry :.ane of Ninth Street, 23 feet to a point; i `,��,� :THENCE South !2 degrees 11 minutes 20 seconds west, 445. 16 feet to the high water mark of Peconic Bay; THENCE along the high water mark of Peconic Hay the following tie 0Y'A' 01 line course and distance: 1 . North 68 degrees 05 minutes 20 seconds west, 493.79 feet to land y now or formerly of T. jur:enia; THENCt North 06 degrees C1 minutes 20 seconds East along said last mentioned land, 896. 18 :set to the southerly aide o: land of the Long Island Railroad Company; • THENCE North 84 degrees 10 minutes 40 seconds East a:.ong said last mentioned land, 578 . 31 feet to the westerly side of Cherry Lane or Ninth Street at the point or place of BEGINN2NG . . t I 11792 PG283 l E C] Cg n +.n cn e Number of pages /..' TCIRKENS • �" ,l serial 0 Prior C0 N �^ r W Deed l Mortgage htsutm ent Wed/Nfurtgage'1'ax Swn+p keeoruinh I Fifing Stumps 4 MEN MongAge Ana. Ilmulliug _, __ "IT'•5Md Additiml;Il'I'an Nouitinn SuIlTotal FA•5217 iCoumyl S lee,/AMit. —-- ,r tiler•./Add. _ R.E'.'r 1•A• ��, �Clr j �J+ I'f>'I'.h-ITU,TAX C'<>rnm.ofIld. IAtnl'ruwn, ,,,,,,•17ua1 County Fv 1141 for Apltonloomenl Affidavit Trattefer'I'ua ' _' :L.'' . +ELF, — •-_..—. Cerlifiell Copy __ '-Zltttr0.��• Mtutsit:n 9'Us _........• _..._. The property covered by this morignyc k or Reg,Copy _ •_r will be improrcd by a Unc or two family Sob'1'outl dweilittgonly. ()tbrr . . YEN or NO— _ �c If NO,nr.nppntpriate ter clause an pttgc N GRAND�CITAh of this hislntmcnt. Real Pn,perty Tax Service Apehcy VerlficaUon 6 -Till e Company Informullon 04 LA Dlsl_ _ Section Mock Lot r n 1/ t70 0 6 C)C) 7 (,X)0 011111mily Name_.—. Ini ^Title Nurntxr r/V l:>r•`J f 1 !r, r'. �t,r"Nr A PHE PAIL)BY: `j ti�,' /mot�!.!q i n.t f v'C`' Caa1t,•T Check Charge Payer%mic as Rif J: fur If diWerenti -- 17)ry NAMli ADDRESS: RFCCIRP A RETURN TO y Suffolk County Recording & Endorsement Page This page forms pan of the atluched__. 7 !i t�.�!�1 J /ny:�[t tY�:.Mtn _,+.mt►dc hy: !1 n (SPECIFY TYPE CI INNIXOMENT) r.�...1_P:'_!. SUFFOt K CMINTY,NIM 1 O/R/K. `. •1'U�.....��_ -- In Ihr"I'uwnship of In the VII.I,AW-' orlIAMld"i'ol _ BOKEiS 3 TEIRU 9 MUST HI:TYPED OR PRINTHU IN IILAC.K INK ONLY PRIOR TO RIiCURDINO OR FILING, �u+K. AGREEMENT FOR AMENDMENT/MODIFICATION OF RESTRICTIVE COVENANTS THIS INDENTURE made by Ann Marie Nelson this 26th day of August 1996, residing at Cherry Lane Farm, Ninth Street, Greenport, New York, for the purpose of amending/modifying certain Declaration of Covenants and Restrictions entered into by the DECLARANT, or her predecessor-in-interest. on the 27th day of June, 1996, and recorded on the 20th day of August, 1996. in the Office of the Clerk of the County of el Suffolk at Liber 11788, at page 285, Said Declaration of Covenants and Restrictions burdened the PREMISES described in Schedule "A" attached hereto; and. WHEREAS, said Declarations of Covenants and Restrictions set forth in paragraph seven as follows, "These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, And upon all persons or entities claiming under them, and my be terminated, revoked or amended only with the written consent of the DEPARTMENT." and, WHEREAS. It nas been determined by the DEPARTMENT (Suffolk County Department of Health Services) that the above-mentioned covenants and restrictions affecting the PREMISES described herein can be amended/moditied as hereinafter set forth; and WHEREAS, the DEPARTMENT, by executing this agreement, hereby consents to the amendment/modification of the covenants and restrictions hereinbefore mentioned, and WHEREAS, the undersigned parties to this Agreement are not the owners, morlgagees, and other parties interested in the above described PREMISES and agree to amend/modify the above-mentioned restrictive covenants; and WHEREAS, the DECLARANT represents and warrants that she has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law 1132.•1980, NOW, THEREFORE, it is mutually agreed as follows; 1. The PREMISES are hereby released from the restrictive covenants contained in the agreements above referred to, and the parties hereto release each of the other parties, their distributees; heirs. successors and assigns from such covenants. 2. The above described PREMISES shall thereafter be subject to the restrictive covenants attached hereto as Schedule C. 3, The parties hereto covenant on behalf of themselves, their . distributees, heirs, successors and assigns to observe the restrictive covenants set forth in paragraph 2 and attached hereto as Schedule C, with the same force.and effect as though such covenants had been Imposed on the above described premises in the first instance, IN WITNESS WHEREOF, the parties hereto have executed this agreement the 26th day of August, 1996, ANN MARIE NELSON STATE OF NEW YORK ) ss: COUNT OF SUFFOLK ) On the 26th day of August, 1996. before me personally came ANN MARIE NELSON, to me known to be the individual described in and who executed the foregoing instru t and acknowledge that she executed same. UWAIL �J.-�• A. s...� Ildr�111f1 NIMitMMR t ry Public : State of New York oKt>wrMk CannMMa►�MrMi M,� I Consented tc SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Stephen A. Costa STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) 1: On this `r day of 'A"c(gust,)996, before me personally came STEPHEN A. COSTA, to me known, who. be4'by me duly sworn, did depose and say that he resides at East Setauket, New York, that he is a Principal Public Health Engineer of the County of Suffolk, Department of Health Services, the municipal corporation of the. State of New York described In and which executed the foregoing consent; and that he signed his name thereto by authority of the Suffolk County Department of Health Services, -..:.i 1.{' +•i i'�'r, \_:."''tom•t�.,.tea...=....,,..:......._..._.— Notary Public : StatA of New York OLD"of M040 Po k woo N 04W 1 1 C N� �'roNN wMr11��t 4 r SCHSDULE C Pom DECLARATION OF COVENANTS AND RESTRICTIONS tFORt THIS DECLARATION made by ANN MARIE NELSON. residing at Cherry Lane Farm, Ninth Street, Greenpor, New York hereinafter referred to as the DECLARANT, as the owner of premises aescribed in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said DPEMISES and ras for suc- purp.ses determined to impose on said PREMISES covenants and resinctions and does hereby declare that said PREMISES shall ae veld and snall ce conveyed sjofect tc the following covenants and restrictions: 1, DECLARANT r.as made application to the Suffolk County Department of Health Services inereinaher referred to as the DEPARTMENT) for a permit to consir .A. approval of plans or approval of a subdivision or dev-slooment or the PREMISES. 2 WHEREAS DECW-ARAN" appeared before the Board of Review requesting a variance from Article 6 of the Suffolk County Sanitary Code and WHEREAS the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated May 22, 1996, attached heretc and made a part hereof, provided a'covenant is filed, the DECLARANT,,its successors, heirs, or assigns, agrees: (a.) The lots oescribed in Schedule A wili.be served by temporary individual conventional subsurface sewage disposal systems, as determined and approved by the DEPARTMENT, until such time as the facilities of Sewer Treatment Plant are available, at which time all temporary individual conventional subsurface sewage disposal systems will be discontinued, disconnocted and sbandaneJ according to standards of the DEPARTMENT, and the lots described in Schedule A will be connected to the facllities of Sewer Treatment Plant within 90 days after such lacilities become available. all at the expense of the DECLARANT. (b.) As a condition for approval of the DEPARTMENT, of such subdivision or development application, the DECLARANT agrees that there shall be no further division of any of the lots on the premises described herein, and that said lots shall remain as shown on the subdivision or development map approved by the DEPARTMENT, (c,) Easement3 of ingress and egress to individual lots shall be reserved to DECLARANT in the deeds of conveyance of the aforesaid lots in language approved by the DEPARTMENT, (d,) DECLARANT shall install a sewer main with connection stubs to service all lots described In Schedule A and Schedule B attached, which shall be connected to the facilities of Sewer Treatment Plant. (e.) DECLARANT shall post a letter of credit with the Greenport Sewer District, and/or the DEPARTMENT, in an amount and in language acceptable to the Agency, and/or the DEPARTMENT, covering all temporary septic systems installed by DECLARANT to insure that the promises and-covenants contained herein are performed by DECLARANT. (f,) As a condition for the approval by the DEPARTMENT, of such application, the DECLARANT agrees that there shall be no further division of LOT 4 as described herein as Schedule B unless public water and public sewers are extended to the premises and all building on the premises are connected to public water and public sewers. (g.) DECLARANT acKnowledges that the temporary subsurface sewage disposal systems as approved by the DEPARTMENT are allowed up to the population density equlvaient for the entire premises as defined in Suffolk County Sanitary Code, Article 6. (h.). DECLARANT, its successors, heirs or assigns, further agrees to hold harmless, indemnify and defend the County of Suffolk, her employees, offices, or agents from any claim for damages or injuries that may arise out of the approval, installation or use of such temporary sewage disposal systems. (i ) DECLARANT, its successors, heirs, or assigns, further agrees not to commence any civil lawsuit against the County of Suffolk for any claim of an nature that may arise out of the decision or actions of any municipality concerning the approval, installation, or use of the temporary or permanenl sewage disposal systems. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms. subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the teases shalt not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or a regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. S. This document is made subject to.the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a parl hereof, as though fully set l forth, — I I 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to Impose any liability whatsoever upon the County of Suffolk oi, any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. It any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful. invalid, or unconstitutional. 9. Locat Law #32.1980 -The DECLARANT represents and warrants that its has not offered or given any gracility to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the Purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and Is familiar with the provisions of Locat Law #32•1980. ANN MARI.. NELSON STATE OF NEW YORK COUNTY OF SUFFOLK ) 1 . On the 'I-t� � day of June, 1996, before me Qersanalfy came ANN MARIE NELSON; to me known to be the individual described in and who executed the foregoing instrument and acknowledge that she executed same. ry Public: State of New York �1�111►tN1 11f IIw tiM1 ,� s 1 i SCHEDULE A DESCRIPTION OF PROPERTY Uaffi poR WFr�LM DECLARANT; ANN MARIE NELSON H.D. REF. NO.: S10 . 95 - 10 Cherry Lane, Qreenport, NY minor subdivision ALL that certain plot, piece or parcel.ofland, with the buildings and improvements thereon erected, situats, lying and being at %a eenpor:, in the Town of Southold, County of Suffo!X and State of New York, bounded and described as tolloas; SEGIN`N1NS at the opint a: intersection of the southerly side of land cf :ae Long inland Failroad Company with the westerly side of Cherry Lane or Ninth Strest; RUNNING :'HENCE South 12 degrees =l minutes 20 seconds West along the westerly side of .Che:•r y Lane or Nina: St:ast, -08 . 97 feet to the Southerly side of Cherry Lane or Hint:: Street; THENCE South 79 degrees 28 minutes 50 seconds East, along the souther'_} 'end of Cherry Lane of Ninth Street, 33 fee: to a point,- THENCE South 12 degrees :: minutes 20 seconds West, 44s . 18 feet to the higi: water mark of Pe_-oni_- Say; THENCE along the high water mark of Peconic 'day the :'allowing tie line course and distance; 1. North 68 degrees 05 minutes 30 seconds West, , 493 .'S feet to land now or formerly of T, Jurzenia; THENCE North 06 degrees C: almates 20 seconds East a;.ang said last mentioned land, .896.18 feet to the southerly side c.f land of the Long Island Railroad Company; THENCE North 84 degrees 10 minutes 40 seconds East along said last mentioned land., 5?8 .31 feat to the westerly side of Charry Lane or Ninth Strait at the point or place of BEGINNING. COUNTY OF SUFFOLK tROMERT J,GAFPNCY NUFFOLK COUNTY EXECUTIVE ORaARTMENT OF HEALTH IERVICF.f May 22, 1996 MARY E,Hliii110.M.D..M,p,H, Robert P. Nelson :01AWS t10NIR 1429 Ninth Street Greenport,NY 11941 Dery Mr. Nelson: Subject: Board of Review Hearing - May 9, 1996 S10.95.10, Proposed Subdivision of Cherry Lane Farm, Cireenpon,(T)Southold; SCTM 1000.45-6-9. Enclosed is a copy of the Board of Review's findings, recommendations and detemn nation concerning the subject application. Based on the-information submitted, the Board granted the request for variance with the provisions indicated in the determination, The granting of this waiver does not imply that your application will be automaticauy approved. it is your responsibility to ensure that your application is Complete; otherwise,your approval will be subject to unnecessary delay, Very truly yours, Dennis Moran, P.B. Chaimian Boatxi of Review DMAr Enclosure cc Board of Review File -Riverhead Mr. James Bags Mr. Robert Rieken, Principal Planner Roderick Van Tuyi Mr, John J. Hecht, VWage of areenport Mr. 7oaeph Farina Roy Drasotta,Esq. iif 114M0 COWS LARD.14'W"WAL Nr it 741.42" TWW"C A 1 S 1•>SS]•308 1 r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC980 WISION OF ENVIRONMENTAL QUALTI"Y ' �;d :ea) Article 2, Section 760.220,Suffolk County Sanitary Code To: Mary E. Hibberd,M;D,,M.P.H. Commissioner From: Deiv63 Moran, P.E, Chairman,Board of Review Subiect: `Repan of Findings and Recommendations of the Review Board Regarding: S10.9S-l0, Proposed Subdivisionlpf Chevy Lane Farm,Greenport, (T)Southold;SCI'M 1000.45.6-9. Applicant: Robert P, Nelson, 1429 Ninth Street, Greenport, NY 11944 Notice of Hearing: AprU 24, 1996 • Hearing Date: May 9, 1996 $iyiement Qf Problem A community-type water supply and sewage system is required when a realty subdivision or development is located within or is reasonably accessible to an existing water/sewage district or service area in accordance with the requirements of Article 6. The applicant is requesting relief from these requirements, Findings gs and Facts I. Proposed development of a 12.1 acre parcel into four lots of 7.2 acres with existing -dwellings; 74,000 s.f., 70,000 s.f. and 68,000 s.f, lots to be developed, Total project area is 12.1 acres, 2. The variance request is to penult the use of temporary on-site sanitary systems on the three northern subdivision lots (01,02 and#3), Public water will be provided to these lots. In addition the applicetnt'is requesting a variance for the 7.2 acre lot(#4)which would not require hook-up to the sewer system and not require public water extension to all the usaocimed building structures on the parcel. Presently public water is provided to the main house,garage apartment and cottage, 3. A public water main is available on Ninth Street. Then is also a sewer line on Ninth Street which terminates at Linnett Street. 4. The Village of areenport's Wastewater Treatment Piarn is presently restricted from accepting additional customers until it is upgraded to meet New'York State Depamnent of Environmental Conservation requirements, 11792 92 K 283 Man- E.Hibberd, M.D.,M.P.H. Page Two Subject; Report of Findings and Reconunendadons of the Review Board Regarding; S 10-93.10, Proposed Subdivision of Cherry Lane Farm, Greenpon, (T) Southold; SL17M 10(X1-45-6-9. &duWQs and Emu tcont'dl S. The overall density of the subdivision bin compliance with yields allowed under Article 6 for residential developments which do not have access to public sewers, 6. Site is in Groundwater Management Zone IV. 7. Public water is available from the VAge of Greenport Water Supply. n S. Depth to groundwater is about 12.2 feet. 9. Soils are silty lown and sand 0.3 feet; Fine to coarse sand 5.17 feet below parade.. 10. Applicant is claiming financial hardship. �etemunation It was a 3 to 0 determination of the Board to grant the request for the variance,provided the following conditions are met; • For lets#1,q2 and#3 that are permitted to use temporary on-site sw itary systems,covenants shall be filed, in language acceptable to the County Attorney,that the parcels will be hooked-up to public sewers within 90 days of availability. • For lot 04 a covenant shall be filed,in language acceptable to the County Anomey, which prohibits any further subdivision of the parcel without the extension of public sewers and the provision of public water service to all habitable structures. Date Dennis Moran,P.E.,Chairman DMAr 11832 N732 ` D 11 RE CU DED Number of IMPA 97 MAY 28 rh 3126 S TORMENS 1;0 :.." „ ,I" .',11fif; 5orinl N_ sUFFOW COUNTY Corliflcnlo N-- prior elf.N._..._...._. .._..,. MW/Murt P89 Innrunent 1XV41!M+alµago'1'ne Suu,q► Rev"Inµ/I+Ilh,p Strlmlrl PEEN Pape/Filing Nee _ , Alunllage A1n6 , llanilling r W-SPA ---- 2, AddUlunul'I'na Nutnlhu+ _ Slib'1'ulNl IIA-3217(Cuunly) soh�'+�„I --- ..r, Sp m Aub, ItA.Mil(State) ` a R,RT,S.A. 'IY1'I'.Mtn,TAX ON11111.++r till. +,UII 1;; +� nnet rhW1,. , (��ml I Irhl(ur Alyeuliuuuwnl _ Affnlovll ._ ._�_ ..., l Ccrllncrt Cop �� ,_..,» hlamaitin TpA r,. 'Il,e property covered by Ihlininripnpc iI 1M Rog,(41py will lie Improved by 11 into or two handy Suh'lienl dwclilnpunly, Otl,or YI(S...__..ur NO (iNANDTtYpAf. � t/ If No,Icq tt(rprul 1410{pit 04400(XI imp N or this Instrument �:vhlllx Real Pruperly'1'ur.Strvlct Agency WrIflrNlkrn 6 Wit company htfllrnntllun ! ;" All , Wt. Sccllon Block Lot . /00 h 0 S00 060n 'j CompanyNama r �'11110 Number � IhlllelM tiiNpA M �l�'7F/tlr.N PCII' In(I:PAn.tI+Y; ���� I�e%A!tlO,t� � V� C11ah .._....Check___�_,Chp�to I+nyer nnrnc no R&K, 7710 46 NAMI;. _ (ur If tfifferrnq RECORD w RE URN To� A DOR MS .�_....... Suffolk County Recording & Endorsement Page 'lids page forms pan or ow attached C/CD2}'�Z o n an. s�' 1nado by; A (SPIiCIPY TYI+I( h IN11'kUMI! o /Ze'S 'Ille prentlNON herellt IN Mowed In SUPPOI,K COUNTY,NIIW YORK, TO ^� In the IIIWnrhlp of lit Me V11.1,011 or I IA Mi.I:r of,.9A DOM 4 THRV 9 MU,4'r PH TYPED OR PRIMITD IN BLACK INK ONLY PRIOR TO RHC'ORDINO OR IJILINO, � M Qe�CLARAX II OR THIS DECLARATION, made the day 01 May, 1997, by Ann Mario Nelson, residing at Cherry Lane Farm,Ninth Street, Oreenpon, New York, hereinafter referred to as the party of the first part, said pally of the first part hereinafter referred to as Declarant, W I T N E 9 9 1 T H WHEREAS,the party of the first pan is the owner of certain real property situate at Qreenport, Town of Southold, County of Suffolk, State of New York,,more particularly described as set forth on Schedule A annexed hereto, and WHEREAS, the party of the first part has made application to the Planning Board of the Town of Southold for approval to subdivide said real property described on Schedule A into four lots, as shown on the subdivision map entitled "Ann Marie Nelson' which map is dated August 26, 1997, prepared by Roderiok Van Tuyl, P,C, and Intended to be filed In the Suffolk County Clerk's Office herewith, and WHEREAS, for and In consideration of granting of sold approval, the Planning Board of the Town of Southold has deemed It to be for the best interests of the Town of Southold and the owners and prospective owners of said lost that the within covenants and restrictions be Imposed on said lots, and as a condition of said approval, said Planning Board has required that the within declaration be recorded In the Suffolk Count Clerk's Office, and WHEREAS, the Declarant has considered the foregoing and has determined that the same will be In the best Interest of the Declarant and subsequent owners of said lots, NOW,THEREFORE,THIS DEWRATtOKWITNESSETK That the Declarant, for the purposes of carrying out the Intentions above expressed; does hereby make known. admit, publish, covenant and agree that the .1. said premises herein described shall hereafter be subject to the following covenr is which shall run with the land and shall be binding upon all purchasers and holder of said premises, thelr helrs, executors, legal representatives, dlstrlbuteee, successors and assigns, to w►C t, Clearing and cutting within the hundred toot wetland butter,shall be limited to that necessary for proper maintenance and removal.ot diseased, decayed or dead material and obnoxious plant species, Such clearing and cutting shall be subject to review by the Soard'of Trustees of the Town of Southold prior to clearing and cutting to insure proper maintenance and preservation of the natural buffer. 2. An further subdivision of Lot No. 4 shall be processed as it major subdlvlslon by the Planning Board, 3, There shall be no further subdivision of Lot 1, Lot 2 or Lot 3. 4. No new residential structure or sanitary disposal facility shall be constructed or otherwise located within 100 lest of the adjacent wetlands or of the Peconlc Bay, S. No stormwater runott reselling from the development an Improvement of the subdivision or any of Its lots shall be discharged Into the adjoining bodies of water or wetlands In and bordering the parcel. IN WITNESS WHEREOF, the Declarant above named has executed the .2. foregoing declaration the day and year firsl above written, ANN MARIE NELSON STATE OF NEW YORK COUNTY OF SUFFOLK j On the a0-day of May, 1997, before me personally came.Ann Marl* Nelson, to me known to be the Individual described In an o executed the foregoing Instrument, and acknowledge that she ex ted th• e. ary Public Ooan+l�a+ 21 walk�phM Mwh w 13�.D 03• v L 11832 K 732 SCHEDULE A SUFFOLK COUNTY TAX MAP DESIGNATION; 1 000-43•a•p ALL that certain plot, piece or parcel o9 land, with the buildingss mod improvements � theroon erected, situate, lying and being at: Oreozport, in the Town of Southold, County of Sugfolk and state o! New York, bounded and described as gollowei zxQZ ZNQ at the point of intersection 09 the southerly side of Land of the Long taland Railroad Company with the westerly side o! Cherry Laze or Ninth Streets RMWZNO TBINCI South 12 degrees 1% minutes ZO seconds West along the westerly side of Cherry Lane or Ninth Street, 701.97 lest to the Southerly side of Cherry Lose or ninth streets TXSNCI South 79 degrees 20 minutes 30 seconds last along the southerly *Ad of Cherry Lane or Ninth street, » goat to a point: TROCS south 19 degrees 11 minutes 10 seconds West, 445.11 goat to the high water mark of peconic says TXINCI along the high water mark of Peconic lay the following tie line course and distancol 1. North 11 degrees 03 minutes 30 seconds West, 491.71 feet to land now or formerly of T. Jursenias %MCI North 04 degrees 01 minutes ZO seconds east along said lost mentioned land, 096.14 test to the southerly side of land of the Long =eland Railroad Companys T=CI North. 14 degrees 10 minutes 40 seconds last along said last mentioned land, $74.11 test to the westerly side of Cherry Lane or Ninth street at the point or place of IZOSNNZNO. , L9 *pF SOUtyO� f # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [�/] FOUNDATION 1 STD [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'r�"✓ vvtjpl DATE 401 INSPECTOR r OF SOUI,s°� TOWN OF. SOUTHOLD BUILDING DEPT. -- coum, 631-765-1802 /00' INSPEC T pN [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. (K f>kV / [ ] UNDATION 2ND [ ] INSULATION/CAULKING M FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: DATE INSPECTOR hod*Of SOUTh°lo TOWN OF SOUTHOLD BUILDING DEPT. o tm�i� 631-765-1802 INSPEC -ON [. ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. ] FOUNDATION 2ND [ _] lNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE& CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ]' 'FIRE RESISTANT CONSTRUCTION [ ]° FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] PRE C/O [ ] RENTAL REMARK TE 1-0m lV I r DATE I b y INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. cou ,N 631-765-1602 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT-PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: qmo e, DATE 1 C9 alq INSPECTOR . SOUTyO� .. TOWN OF SOUTHOLD BUILDING DEPT. coum,��`` 631-765-1802 INSPECTION [ ]' FOUNDATION 1 ST/ REBAR : [- ] ROUGH PLBG. [ ] FOUNDATION 2ND .[�NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : , [ ] FIRE-SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL . REMARKS: 1vou"-6-Av 09- . O LI o � MAYLV 5 J 4t12 P DATE /- Zeq Y INSPECTOR . SOI/T�°� I- TOWN OF SOUTHOLD BUILDING DEPT. coorm,��'` 631-765-1802 Kati INSPECTIO'N ( ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]- ,FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL /tom [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 e 0 lu� Nal YV4, M . DATE 3 Y INSPECTOR OF 50UTy�lo # * TOWN OF SOUTHOLD BUILDING EPT. 631-765-1.802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: veo�i dl! 6 c 1 ta CA Ott+ d <P& r nATE 5 - INSPECTOR F FN F R.(;Y Load Short Form u Job: 1220 9th Street L U ["I,IN Date: 519/2024 Entire House By: Jonathan Vasquez N7 Home Energy Sol�liiions 41. 187 E Main St,Huntington,NY 11743 Phone:031-673-0664 Email:gdlamay3@gmalf.com Web;hom,a-e.nqr6V6df6fio'ns,corn Project information For, 1220 gth Street, Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db(OF) 8 84 Method Simplified Inside db("F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity 35 55 Moisture difference(grllb) 34 24 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coll n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 In H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftZ) (Btuh) (Btuh) , . (cfm) (cfm) ACC1-BASEMENT 887 9311 4519 448 448 ACCl-COMMON AREA 1336 20900 22115 910 910 ACC2-GUEST 273 4208 2284 353 353 -ACC2-PRIMARY 457 8459 7343 494 494 ACC3-KITCHEN 369 9111 9623 600 600 Entire House 3322 51989 44186 2805 2805 Other equip loads 11287 1587 Equip.@ 1.00 RSM 45773 Latent cooling 5730 TOTALS 1 3322 63276 51603 2805 I 2805 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright:soft- 2024-May-1 6 10;12:29 ....... Right-Suite®Universal 202323.0.05 RSU20822 Pagel X ...Jobs11220 91h Streel112209Lh Street ManJSD.rup Csfc=MJ8 House Front faces:NE I F F N 17 It.c.; ,r Load Short Form Job: 1220 9th Street Date: 51912024 _- ACC 1-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0604 Emall:gdlamay3@gmafl.com Web:home-energys°lutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 57 Moisture difference(gr/lb) 34 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-SM48NAMHZ2*** Cond MXZ-SM48NAMHZ2*** AHRI ref 213248841 Coil SVZ-KP12NA AHRI ref 213248841 Efficiency 8.8 HSPF2 Efficiency 10.4 EER2,14.7 SEER2 Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47°F Latent cooling 14400 Btuh Temperature rise 110 OF Total cooling 48000 Btuh Actual air flow 448 cfm Actual air flow 448 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-37 OF Backup:ELECTRIC STRIP In ut=5 kW Out ut=17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 389 3942 2670 190 265 GUEST BATH 2 65 758 94 36 9 GUEST BATH 3 58 949 196 46 19 GUEST BED 2 190 1843 816 89 81 GUEST BED 3 186 1819 742 88 74 ACC1-BASEMENT 887 9311 4519 448 448 Other equip loads 3257 1205 Equip.@ 1.00 RSM 5724 Latent cooling 1657 TOTALS I 887 I 12567 I 7381 I 448 448 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri ghtsoft- 2024-May-1510:12:29 ,y�r, - Right-Suitc®U niversel 2023 23.0,06 RSU20822 Page 2 MCA ...Jobs11220 9th Street11220 9th Street MenJSD.rup Calc-MJS House Front faces:NE l 9-`tii F FNE R_ Load Short Form Job: 1220 9th Street 1: U.1 ,0 Date: 6/9/2024 A C C 9-C 0 MM O N AREA By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0604 Email:gdlamay3@gmail.com Web:home-energysolutiona.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design Inf• • Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(*F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/lb) 34 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-SM48NAMHZ2*** Cond MXZ-SM48NAMHZ2*** AHRI ref 213248841 Coil SVZ-KP36NA AHRI ref 213248841 Efficiency 8.8 HSPF2 Efficiency 10.4 EER2,14.7 SEER2 Heating Input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47°F Latent cooling 14400 Btuh Temperature rise 54 OF Total cooling 48000 Btuh Actual air flow 910 cfm Actual air flow 910 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Capacitybalance point=-16 OF Backup:ELECTRIC STRIP In ut=5 kW Out ut= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fta) (Btuh) (Btuh) (cfm) (cfm) DEN 158 2465 3621 107 149 ENTRY 82 2135 1565 93 64 HALL 98 1945 1674 85 69 HALL 2 121 2383 2096 104 86 LIVING/DINING 759 11675 12650 508 521 MUDROOM 83 296 508 13 21 POWDER 35 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh-tsoft- 2024-May-1610:12:29 Right-SuiteO Universal 202323.0.05 RSU20822 Page f CCA ...Jobs11220 9th street11220 91h Street ManJSD.rup Calc=MJS House Front faces:NE ACC1-COMMON AREA 1336 20900 22115 910 910 Other equip loads 3572 1707 Equip.@ 1.00 RSM 23822 Latent cooling 2958 TOTALS 1336 I 24472 26780 910 910 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7ght soft- 2024-May-1610:12:29 Right-Suite®Univereal 2023 23.0.05 RSU20822 Page 4 ACCA ..,Jobs11220 gth Street11220 91h Street ManJSD.rup Cale-MJ8 House Front faces,NE I I`1`tit L L N F It.G y Load Short Form Job: 1220 9th Street : L; V i ,, 4 Date: 5/912024 -_ - A C C l-GUEST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0604 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1220 9th Street,Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db CF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity{%) 35 55 Moisture difference(gr/lb) 34 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-2C20NAHZ4-** Cond MXZ-2C20NAHZ4-** AHRI ref 212925473 Coll PEAD-A09AA9 AHRI ref 212925473 Efficiency 7.9 HSPF2 Efficiency 11.0 EER2,14.3 SEER2 Heating Input Sensible cooling 14000 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 6000 Btuh Temperature rise 57 OF Total cooling 20000 Btuh Actual air flow 353 cfm Actual air flow 353 cfm Air flow factor 0,084 cfm/Btuh Air flow factor 0.155 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=-14 OF Backup: ELECTRIC STRIP In ut=5 kW Output=17061 Btuh 100 AFUE ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) GUEST BATH 1 56 966 148 81 23 GUEST BED 1 218 3242 2136 272 330 ACC2-GUEST 273 4208 2284 353 353 Other equip loads 719 514 Equip.@ 1.00 RSM 2798 Latent cooling 684 TOTALS 273 4927 3483 1 353 353 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-May-1610:12:29 �. - r3� ® Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 6 l+CA ...Jobs11220 91h Street%1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE I I;1 N1 L E N T fZ C;Y Load Short Form Job: 1220 9th Street I L..�., s Date: 5/912024 - s A C C2-PRIMA R Y By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673-0684 Email:gdlamay3@9mail.wm Web:home-energyaolutione.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design • • Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 56 Moisture difference(gr/lb) 34 22 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-2C20NAHZ4 ** Cond MXZ-2C20NAHZ4-** AHRI ref 212925473 Coil PEAR-Al2AA9 AHRI ref 212925473 Efficiency 7.9 HSPF2' Efficiency 11.0 EER2,14.3 SEER2 Heating Input Sensible cooling 14000 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 6000 Btuh Temperature rise 41 OF Total cooling 20000 Btuh Actual air flow 494 cfm Actual air flow 494 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=-1 OF Backup:ELECTRIC STRIP In ut=5 kW Output=17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) PRIMARY BATH 231 3197 1303 187 88 PRIMARY BED 226 5262 6040 307 406 ACC2-PRIMARY 457 8459 7343 494 494 Other equip loads 1374 606 Equip.@ 1.00 RSM 7949 Latent cooling 1167 TOTALS 457 1 9833 9116 1 494 1 494 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . wright;s®ffs" 2024-May-1610:12:29 .. .ra,.� Right-Sulte®Universal 202323.0.05RSU20822 Page ACCA ...Jobs11220 9th streew220 9th Street MenJSD.rup Cafe-MJ8 House Front faces:NE Load Short Form Job: 1220 9th Street Date: 5/9/2024 A C O-KI T C H EN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.073-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 57 Moisture difference(gr/lb) 34 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model SUZ-KA15NAHZ* Cond SUZ-KAISNAHZ* AHRI ref 213362146 Coil PEAD-Al5AA9 AHRI ref 213362146 Efficiency 9.2 HSPF2 Efficiency 12.5 EER2,18.3 SEER2 Heating input Sensible cooling 10600 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 4600 Btuh Temperature rise 27 °F Total cooling 15000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=5 of Backup:ELECTRIC STRIP In ut=5 kW Out ut= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) KITCHEN 369 9111 9623 600 600 ACC3-KITCHEN 369 9111 9623 600 600 Other equip loads 2366 746 Equip.@ 1.00 RSM 10369 Latent cooling 1762 TOTALS I 369 I 11477 I 12131 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlrghtsoft" 2024-May-1610:12:29 i� Rig ht-Su IWO U niv ersal 2023 23.0.06 RSU20822 Page 7 vCA ...Jobs11220 9th Street11220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE 1 Basement 8" 8" &-0 14.8 7" G" ' 8z8 fr" STORAGE 7° 132cfm 4" J BASEMENT 7" UESTBATH8 STORAGE GUEST BED 3 8° 7` 46 cfm 5• x 132 cfm 7° 7" y 88 cfm 448 cfm G° 6 f--b _ _ IOxB 1716x. 2 9 '16 x e ACCI-BASEMENT GUEST BED 2 89 cfm 7"I 6° ----------------- F Mechanical Legund 7" �. I Sheet Metal Supply Trunk___ x Sheet McMl Return FruA flax Duct x o 4" 36cfm ;Y, Supply Grille/Register t3rillelRegieterAbove 7" Wall GtillelRegiater GUEST BATH 2 Job#: 1220 9th Street Home Energy Solutions Scale: 1 : 113 Performed by Jonathan Vasquez for: Pagel 187 E Main St Right-Suite®Universal 2023 1220 9th Street Huntington,NY 11743 23.0.05 RSU20822 Greenport,NY 11944 Phone:631-673-0664 2024-May-15 10:12:35 home-energysolutions.com gdlamay3@gmail.com ...treet\1220 9th Street ManJSD.rup . 1 1st Floor ACC2-PRIMARY F�- 203 cfm ®187cfm I 1 f PRIMARY BED PRIMARY BATH 203 cfm® 494 cfq 149 cfm DEN ENTRY 93 cfm 85 cfm GUEST BATH 1 130 cfm HALL 1 81 crm ® g 21 cfm m 165 cfm MUDROOM LIVING/DINING 130 GN POWDER 1165 crm GUEST BED 1 130 cfm ® HALL 2 910 cfm 35J cfm �1 l( ®104 crm m 130 cfm 600 cfm� ACC2-GUEST ACCI-COMMONAREAS F 150 cfm 150 cm, ® Mechanical Legend ' [ - i Sheet Meta!Supply Trunk l; —- ---- � Sheet Metal Return Trunk - j ,... ,_ti•. I Flex Duct ; Supply Grille/Register KITCHEN T 150 crm I GtitlelRegister Above ,socrmVIaIIGwiet egistet ACC3-KITCHEN Job#: 1220 9th Street Home Energy Solutions Scale: 1 : 113 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite@ Universal 2023 1220 9th Street Huntington,NY 11743 23.0.05 RSU20822 Greenport,NY 11944 Phone:631-673-0664 2024-May-15 10:12:35 home-energysolutions.com gdlamay3@gmail.com ...treet11220 9th Street ManJSD.rup + Job: 1220 9th Street I OftM L I N U R.�; , Manual S Compliance Report Date: 5/9/2024 "`4` ' '_INNACO-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0854 Email:gdiamay3@gmail.com Web:home-energysoiutions.com Project For: 1220 9th Street,Greenport, NY 11944 GoolingEquipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 5724 Btuh Entering coil DB, 77.5°F Outdoor design WB: 71.2°F Latent gain: 1657 Btuh Entering coil WB: 65.rF Indoor design DB: 75.0°F Total gain: 7381 Btuh Indoor RH: 57% Estimated airflow: 448 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer., Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP12NA Actual airflow: 448 cfm Sensible capacity: 9348 Btuh 163%of load Latent capacity: 1874 Btuh 113%of load Total capacity: 11222 Btuh 152%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 12567 Btuh Entering coil DB: 65.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model. MXZ-SM48NAMHZ2***+SVZ-KP12NA Actual airflow: 448 cfm Output capacity: 14992 Btuh 119%of load Capacity balance: -37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 448 cfm Output capacity: 5.0 kW 136%of load Temp.rise: 10 OF Meets all requirements of ACCA Manual S. w r7ghtsoft" 2024-May-1510:12:29 EGA Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 1 ...Jobs11220 9th Street11220 9th Street MenJSD.rup Cafc=MJ8 House Front faces:NE Manual 5 Compliance Report Job: 1220 9th Street \1 E r N I: K G l' p p Date: 519/2024 By: Jonathan Vasquez ACO-COMMON AREA Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673.0884 Email:gdlamay3@gmail.com Web:home•energysolutlone.com Profect, lhformation For: 1220 9th Street, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 23822 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 2958 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 26780 Btuh Indoor RH: 52% Estimated airflow: 910 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP36NA Actual airflow: 910 cfm Sensible capacity: 26159 Btuh 1101%of load Latent capacity: 3666 Btuh 124%of load Total capacity: 29825 Btuh 111%of load SHR: 88% -Heating EquipMent Design Conditions Outdoor design DB: 8.0°F Heat loss: 24472 Btuh Entering coil DB: 68.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP36NA Actual airflow: 910 cfm Output capacity: 33483 Btuh 1370/o of load Capacity balance: -16 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. ELECTRIC STRIP Model: Actual airflow: 910 cfm Output capacity: 5.0 kW 70%of load Temp.rise: 10 OF Meets all requirements of ACCA Manual S. ti wrightsof1t- 2024-May-1510:12:29 Right-Sulte®Universal 202323.0.05 RSU20822 Paget XCK ...Jobs11220 9th Street11220 91h Street ManJSD.rup Cale-MJ8 House Front faces:NE I I,n`M F F N F R G.Y Manual S Compliance Report Job: 1220 9th Street Date: 5/9/2024 A C C2-G UEST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3Qgmail.com Web:home-energysolutions.com Project • • • For: 1220 9th Street,Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 2798 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 684 Btuh Entering coil WB: 64.7'F Indoor design DB: 75.0°F Total gain: 3483 Btuh Indoor RH: 55% Estimated airflow: 353 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-**+PEAD-A09AA9 Actual airflow: 353 cfm Sensible capacity: 7191 Btuh 257%of load Latent capacity: 792 Btuh 116%of load Total capacity: 7983 Btuh 229%of load SHR: 90% Heating Equip Design Conditions Outdoor design DB: 8.0°F Heat loss: 4927 Btuh Entering coil DB: 70,0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-w*+PEAD-A09AA9 Actual airflow: 353 cfm Output capacity: 8776 Btuh 178%of load Capacity balance: -14 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 353 cfm Output capacity: 5.0 kW 346%of load Temp.rise, 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2024-May-1510:12:29 . ..,.,_.,.. _ . , Right-Suite®Universal202323.0.05 RSU20822 Page MCA .Jobs%1220 9th Street11220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE 1-1 L N1 t e N 1: R t_; Manual S Compliance Report Job: 1220 9th Street t' � I..,N, Date: 519/2024 A C U-PRIMA R Y By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673.0664 Email:gdlamay3@gmail.com Web:home-enargysolutlons.com Project information For: 1220 9th Street, Greenport, NY 11944 Gooling EquipMent Design Conditions Outdoor design DB: 84.0°F Sensible gain: 7949 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.2°F Latent gain: 1167 Btuh Entering coil WB: 64.9°F Indoor design DB: 75.0°F Total gain. 9116 Btuh Indoor RH, 56% Estimated airflow: 494 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-**+PEAD-Al2AA9 Actual airflow: 494 cfm Sensible capacity: 9496 Btuh 119110 of load Latent capacity: 1304 Btuh 1121/o of load Total capacity: 10800 Btuh 118%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 9833 Btuh Entering coil DB: 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ4=*+PEAD-Al2AA9 Actual airflow: 494 cfm Output capacity: 11547 Btuh 117%of load Capacity balance, -1 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 494 cfm Output capacity: 5.0 kW 173%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. ti * wrightso t-. 2024-May-1510:12:29 lFCA _.y.., ,._.__.._..-- Right-Suite®Universal202323.0.05 RSU20822 Page4 Jobs11220 9111 Street11220 9th Street ManJSO.rup Cafc=MJ8 House Front faces:NE Manual S Compliance Report Job: 1220 9th Street 11`1'vt 1 ` f= N 1= iS.(; 1" /1 �+�+ 1�' p Date: 5/9/2024 Ali`i 3 ION -KITCHEN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0884 Email:gdfamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Gooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10369 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.2°F Latent gain: 1762 Btuh Entering coil WB: 65.2°F Indoor design DB: 75.0°F Total gain: 12131 Btuh Indoor RH: 57% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model, SUZ-KA15NAHZ*+PEAD-A15AA9 Actual airflow: 600 cfm Sensible capacity: 11671 Btuh 113%of load Latent capacity: 1865 Btuh 106%of load Total capacity: 13536 Btuh 112%of load SHR: 86% Heatin• Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 11477 Btuh Entering coil DB: 68.TF Indoor design DB: 72:0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model. SUZ-KA15NAHZ*+PEAD-A15AA9 Actual airflow: 600 drn Output capacity: 17058 Btuh 149%of load Capacity balance: 4.6 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 600 cfm Output capacity: 5.0 kW 149%of load Temp.rise: 31 OF Meets all requirements of ACCA Manual S. _P�_ a wra?nr htvi®ftR 2024-May-1510:12:29 ,t .,.. . -.-.,--.,•.-.., Right-Suite®Universal202323.0.05 RSU20822 Pages XCK ...Jobs11220 9th Street11220 9th Street ManJSD.rup Celc=MJ8 House Front faces:NE Duct System Summary Job: 1220 9th Street Date: 5I9/2024 AM-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:9dlamay3@gmail,com Web:home-enargyaolutions.com Project Information For: 1220 9th Street, Greenport,NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0,220/0.090 in H2O 0,220/0.090 in H2O Lowest friction rate 0.070 in/100ft 0.070 In/100ft Actual air flow 448 cfm 448 cfm Total effective length(TEL) 442 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BASEMENT c 1336 95 132 0.100 7.0 Ox 0 VIFx 36.6 185.0 st4A BASEMENT-A c 1335 95 132 0.121 7.0 Ox 0 VIFx 27.8 155.0 st4 GUEST BATH 2 h 758 36 9 0.119 4,0 Ox 0 VIFx 10.8 175.0 st4 GUEST BATH 3 h 949 46 19 0.070 5.0 Ox 0 VIFx 89.3 225.0 st4A GUEST BED 2 h 1843 89 81 0.118 6.0 Ox 0 VIFx 21.5 165.0 st4 GUEST BED 3 h 1819 88 74 0.070 6.0 Ox 0 VIFx 99.5 215.0 st4A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4A Peak AVF 228 225 0.070 513 10.9 8 x 8 ShtMetl st4 st4 Peak AVF 448 448 0.070 806 10.9 8 x 10 ShtMetl ReturnDetail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 448 448 127.8 0.070 672 10.9 8x 12 ShMt •�� ��_ 2024-May.16 10:12:29 Right-Suite®Universal 202323.0,05 RSU20822 Pagel ACCA ,,.Jobs\1220 9th Street11220 9th Street ManJSD,rup Cale-MJS House Front faces:NE I i R\1 E C N E it c; Duct System Summary Job: 1220 9th Street Date: 5/9/2024 -4 A M-C 0 MM 0 N AREA By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0884 Email:gdlamay3@gmafi.com Web:home-energysolutions,wm Project • • For: 1220 9th Street, Greenport,NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0,243/0.067 in H2O 0.243/0.067 In H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air flow 910 cfm 910 cfm Total effective length(TEL) 401 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk DEN c 3621 107 149 0.090 7.0 Ox0 VIFx 34.5 235.0 st513 ENTRY h 2135 93 64 0.077 6.0 Ox 0 VIFx 44.0 270.0 st513 HALL 1 h 1945 85 69 0.096 6.0 Ox 0 VIFx 42.8 210.0 st5A HALL 2 h 2383 104 86 0.097 6.0 Ox 0 ShMt 34.8 215.0 st5 LIVING/DINING c 3164 127 130 0.116 TO Ox 0 VIFx 29.5 180.0 st5 LIVING/DINING-A c 3163 127 130 0.109 7.0 Ox 0 VIFx 8.0 215.0 st5 LIVING/DINING-B c 3163 127 130 0.120 7.0 Ox 0 VIFx 13.0 190.0 St5 LIVING/DINING-C c 3163 127 130 0.100 7.0 Ox 0 VIFx 24.3 220.0 st5A MUDROOM c 508 13 21 0.085 4.0 1 Ox 0 1 ShMt 1 57.5 1 230.0 1 St5A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (In) Material Trunk Sty Peak AVF 910 910 0.077 819 13.7 8 x 20 ShtMetl st5A Peak AVF 425 433 0.077 780 13.7 8 x 10 ShtMetl Sty st56 Peak AVF 200 213 0.077 480 13.7 8 x 8 ShtMetl st5A ti �} wrightsof - 2024-May-1510:12:29 Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 2 ACCA ...Jobs11220 9th StreetA1220 9lh Street ManJSD.rup Calc=MJ8 House Front faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 910 910 86.5 0.077 683 15.8 8x 24 ShMt ti _Pk wrights®ft- 2024-May-1510:12:29 Rig ht-Suite&UMYersal202323.0.05 RSU20822 Page ACCA ...Jobs11220 9th Street11220 9th Street ManJSo.rup Calc=MJ8 House Front faces:NE -I I L`I l: C N r R c_;� Duct System Summary Job: 1220 9th Street s 0 I.i. L 1 N-, Date: 5/9/2024 - - A C C2-G UEST By: Jonathan Vasquez Home Energy Solutions 157 E Main St,Huntington,NY 11743 Phone:631-673.0664 Emall;gdlamay3@gmail.00m Web:home-energysolutions.com Project • • For: 1220 9th Street,Greenport,NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.159/0.051 in H2O 0.159/0.051 In H2O Lowest friction rate 0.080 in/100ft 0,080 In/100ft Actual air flow 353 cfm 353 cfm Total effective length(TEL) 263 ft • •ly Branch Detail Tabl Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FIR (in) (In) Matl Ln(ft) Ln (ft) Trunk GUEST BATH 1 h 966 81 23 0,083 6.0 Ox 0 VIFx 10.3 180.0 st2 GUEST BED 1 c 1068 136 165 0.080 8.0 Ox 0 VIFx 8.5 190.0 st2 GUEST BED 1-A c 1068 136 165 0.083 8.01 Ox 0 VIFx 12.0 180.0 st2 Supply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 353 353 0.080 794 7.1 8 x 8 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 353 353 64.3 0.080 635 9.8 8x 10 ShMt ettMtrightz®ft" 2024-May-1510:12:29 Page iCCK ...Jobs11220 9th Streef11220 9►h Street ManJSD.rup Calc=MJ5 House Front faces:NE l I Ad r. r; N r Ftr; )r ©LICt System summary Job: 1220 9th Street ` 24 A C U-PRIMA R Y By: Jo9nathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmaii.com Web:home-energysolubons.com Project • • For: 1220 9th Street,Greenport,NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.155/0.055 In H2O 0.155/0.055 In H2O Lowest friction rate 0.072 in/100ft 0.072 in/100ft Actual air flow 494 cfm 494 cfm Total effective length(TEL) 290 ft SupplyD etail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk PRIMARY BATH h 3197 187 88 0.074 8.0 Ox0 , VIFx 19.8 190.0 st3 PRIMARY BED c 3020 154 203 0.072 8.0 Ox 0 VIFx 9.4 205.0 st3 PRIMARY BED-A c 3020 154 203 0.080 8.0 Ox 0 VIFx 13.3 180.0 st3 Supply Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 494 494 0.072 889 9.9 8 x 10 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 494 494 75.8 0.072 635 11.3 8x 14 ShMt -I$,- wrighU ft— 2024-May-1610:12:29 Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 6 AvCA ,.Jobs11220 9th Street11220 9th Street ManJSD.rup Calc=MJB House Front faces:NE I; 9 'Fk1 f N ? EZ i Duct System Summary Job: 1220 9th Street t I t;yIN Date: 5/9/2024 A C O-KITCHEN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0604 Email;gdiamay3@gmail.com Web:home-enargysoiutiona.com Project Information For., 1220 9th Street, Greenport, NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.156/0.054 in H2O 0.156/0.054 in H2O Lowest friction rate 0.066 In/100ft 0.066 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 317 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk KITCHEN c 2406 150 150 0.080 7.0 Ox 0 VIFx 6.0 190.0 st1 KITCHEN-A c 2406 150 150 0.073 7.0 Ox0 VIFx 13.8 200.0 st1A KITCHEN-B C 2406 150 150 0.066 7.0 Ox0 VIFx 25.3 210.0 st1A KITCHEN-C C 2406 150 150 0.077 7.0 Ox 0 VIFx 21.8 180.0 St1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1A Peak AVF 300 300 0.066 675 10.7 8 x 8 ShtMetl SO st1 Peak AVF 600 600 0.066 900 10.7 8 x 12 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox0 600 600 81.8 0,066 675 12.3 8x 16 ShMt 2024-May-1610:12:29 ���- Right-Suite®Universal 2023 23.0.05 RSU20822 Page 6 A a Jobs%1220 9th Streeh*1220 9th Street Man lso.rup Calc=MJB House Front faces:NE r Lt�zn� Wft)NTE ENERGY Load Short Form Job: 1220 9th street s.z-1 L u T 10; s Date: 5/9/2024 Entire House By: Jonathan Vasquez Home Energy Solutions M 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: dd 1220 9th Street, Greenport, NY 11944 JAN ~' 8 2025 l.. ®Ulld� Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 34 24 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (Cfm) ACC1-BASEMENT 887 9311 4519 448 448 ACC1-COMMON AREA 1336 20900 22115 910 910 ACC2-GUEST 273 4208 2284 353 353 ACC2-PRIMARY 457 8459 7343 494 494 ACC3-KITCHEN 369 9111 9623 600 600 Entire House 3322 51989 44186 2805 2805 Other equip loads 11287 1587 Equip. @ 1.00 RSM 45773 Latent cooling 5730 TOTALS I 3322 I 63276 I 51503 I 2805 I 2805 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2024-May-1510:12:29 Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 1 Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE i-ir',�)Nt E E N E RG Y Load Short Form Job: 1220 9th Street S O t u r i oir 5 Date: 5/912024 AM-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1220 9th Street, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db ('F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 57 Moisture difference(gr/Ib) 34 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-SM48NAMHZ2*** Cond MXZ-SM48NAMHZ2*** AHRI ref 213248841 Coil SVZ-KP12NA AHRI ref 213248841 Efficiency 8.8 HSPF2 Efficiency 10.4 EER2,14.7 SEER2 Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @47°F Latent cooling 14400 Btuh Temperature rise 110 'F Total cooling 48000 Btuh Actual air flow 448 cfm Actual air flow 448 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.099 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-37'F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 389 3942 2670 190 265 GUEST BATH 2 65 758 94 36 9 GUEST BATH 3 58 949 196 46 19 GUEST BED 2 190 1843 816 89 81 GUEST BED 3 186 1819 742 88 74 ACC1-BASEMENT 887 9311 4519 448 448 Other equip loads 3257 1205 Equip. @ 1.00 RSM 5724 Latent cooling 1657 TOTALS I 887 I 12567 I 7381 I 448 I 448 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-May-15 10:12:29 wrig t50�t" Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 2 ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE rt 3t e c N E RG y Load Short Form Job: 1220 9th Street 5 u i U F f 0 IN S Date: 5/9/2024 a ACC 1-COMMON AREA By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/lb) 34 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-SM48NAMHZ2*** Cond MXZ-SM48NAMHZ2*** AHRI ref 213248841 Coil SVZ-KP36NA AHRI ref 213248841 Efficiency 8.8 HSPF2 Efficiency 10.4 EER2,14.7 SEER2 Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @47-F Latent cooling 14400 Btuh Temperature rise 54 °F Total cooling 48000 Btuh Actual air flow 910 cfm Actual air flow 910 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Capacitybalance point=-16°F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) DEN 158 2465 3621 107 149 ENTRY 82 2135 1565 93 64 HALL 98 1945 1674 85 69 HALL 2 121 2383 2096 104 86 LIVING/DINING 759 11675 12650 508 521 M U DROOM 83 296 508 13 21 POWDER 35 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wt�ghtsof - 2024-May-1510:12:29 i+.~. Right-Suite®Universal 2023 23.0.05 RSU20822 e 3 Pa .: 9 Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE ACC1-COMMON AREA 1336 20900 22115 910 910 Other equip loads 3572 1707 Equip.@ 1.00 RSM 23822 Latent cooling 2958 TOTALS I 1336 I 24472 I 26780 I 910 I 910 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s -�- wrightsoft" 2024-May-1510:12:29 , Right-Suite®Universal 2023 23.0.05 RSU20822 Page 4 Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE HiDN4 E L- N E FAG y Load Short Form Job: 12209th Street l7 i U T.-IC,N s Date: 5/9/2024 ACC2-GUEST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street,Greenport, NY 11944 Design, Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality , Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 34 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-2C20NAHZ4** Cond MXZ-2C20NAHZ4-** AHRI ref 212925473 Coil PEAD-A09AA9 AHRI ref 212925473 Efficiency 7.9 HSPF2 Efficiency 11.0 EER2,14.3 SEER2 Heating input Sensible cooling 14000 Btuh Heating output 22000 Btuh @47°F Latent cooling 6000 Btuh Temperature rise 57 °F Total cooling 20000 Btuh Actual air flow 353 cfm Actual air flow 353 cfm Air flow factor 0.084 cfm/Btuh Air flow factor 0.155 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=-14°F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) GUEST BATH 1 56 966 148 81 23 GUEST BED 1 218 3242 2136 272 330 ACC2-GUEST 273 4208 2284 353 353 Other equip loads 719 514 Equip. @ 1.00 RSM 2798 Latent cooling 684 TOTALS I 273 I 4927 I 3483 i 353 I 353 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - wrightso4t" 2024-May-1510:12:29 Right-Suite@ Universal202323.0.05 RSU20822 Pages Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE 1-1 ,-M E E N E RG y Load Short Form Job: 12209th Street s 0 i U i I O N s Date: 5/9/2024 ACC2-PRIMARY By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Design Information; Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 56 Moisture difference(gr/lb) 34 22 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model MXZ-2C20NAHZ4-** Cond MXZ-2C20NAHZ4-** AHRI ref 212925473 Coil PEAD-Al2AA9 AHRI ref 212925473 Efficiency 7.9 HSPF2 Efficiency 11.0 EER2,14.3 SEER2 Heating input Sensible cooling 14000 Btuh Heating output 22000 Btuh @ 47-F Latent cooling 6000 Btuh Temperature rise 41 *F Total cooling 20000 Btuh Actual air flow 494 cfm Actual air flow 494 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point=-1 °F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Gig load Htg AVF Gig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) PRIMARY BATH 231 3197 1303 187 88 PRIMARY BED 226 5262 6040 307 406 ACC2-PRIMARY 457 8459 7343 494 494 Other equip loads 1374 606 Equip.@ 1.00 RSM 7949 Latent cooling 1167 TOTALS I 457 I 9833 I 9116 I 494 I 494 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI igC7tsOft' 2024-May-15 10:12:29 Right-Suite®Universa1202323.0.05RSU20822 Page 6 iC� ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE F10f?�i L C N E R G Y Load Short Form Job: 1220 9th Street s g 1.u T 10 N s Date: 519/2024 AM-KITCHEN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysclutions.com Proj,ect Information For: 1220 9th Street, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 57 Moisture difference(gr/lb) 34 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model SUZ-KA15NAHZ* Cond SUZ-KA15NAHZ* AHRI ref 213362146 Coil PEAD-Al5AA9 AHRI ref 213362146 Efficiency 9.2 HSPF2 Efficiency 12.5 EER2,18.3 SEER2 Heating input Sensible cooling 10500 Btuh Heating output 18000 Btuh @ 47-F Latent cooling 4500 Btuh Temperature rise 27 °F Total cooling 15000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point=5°F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) KITCHEN 369 9111 9623 600 600 ACC3-KITCHEN 369 9111 9623 600 600 Other equip loads 2366 746 Equip. @ 1.00 RSM 10369 Latent cooling 1762 TOTALS I 369 I 11477 I 12131 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -Pk wrightsoft- 2024-May-1510:12:29 Rig ht-Suite®U niversal 2023 23.0.05 RSU20822 Page 7 C ...Jobs\122019th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE 1 Basement 8" A" B" 14x0 7" 6" Bx6 6„ STORAGE 7„ 132cfm 4" 6" 7" - BASEMENT UESTBATH A" STORAGE A" 7" GUEST BED 3 `rm s 132 cf. 7" 7" BB erm 446 crm 6" 6" 7„ IOx6 24xN �""B ACCI-BASEMENT GUESTBED2 89 cf. 7"I 6- Mechanical Legend F 7• -----_-_.—� i Sheet Metal Supply Trunk Sheet Metal Return Trunk �T Flex Duct 4., seorm SupplyGrille(Register - o GrillelRegister Above 7" Walt Grille/Register 7 GUEST BATH 2 Job#: 1220 9th Street Home Energy Solutions Scale: 1 : 113 Performed by Jonathan Vasquez for: Pagel 187 E Main St Right-Suite@ Universal 2023 1220 9th Street Huntington,NY 11743 23.0.05 RSU20822 Greenport,NY 11944 Phone:631-673-0664 2024-May-15 10:12:35 home-energysolutions.com gdlamay3@gmail.com ...treet\1220 9th Street ManJSD.rup 1 . I -7P— 1st Floor ACC2-PRIMARY i 203 cfm ®187 cfin PRIIVIARYBED PRIMARYBATH II, 203 cfm= 494 cf 149 cfm DEN ENTRY 93 cfm ®85 cfm GUEST BATH 1 30 c m HALL 1 s1 cfm d421 cfm ®165 din MUDROOM LIVING/DINING 130 f POWDER 165 cfm GUEST BED 1 130 cfm HALL 2 910 cfm ✓353 cfm yA( ®104 cfm ®130 con 600 cfm'A i ACC2-GUEST ACCI-COMMONAREAS 1 F 150 cfm 1so cf ® Mechanical Legend �}------ -----_-�j j Sheet Metal Supply Trunk Sheet Metal Return Trunk r Flex Duel 1_ _ Supply GrillelRegister KITCHEN 4 150 a. GrillelRegister Above 1' 150cfm 2-. Wall GrillelRegister ACC3-KITCHEN Job#: 1220 9th Street Home Energy Solutions Scale: 1 : 113 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite@ Universal 2023 1220 9th Street Huntington,NY 11743 23.0.05 RSU20822 Greenport,NY 11944 Phone:631-673-0664 2024-May-15 10:12:35 home-energysolutions.com gdlamay3@gmail.com ...treet\1220 9th Street ManJSD.rup i-t,0A M e E N E RG y Manual S Compliance Report Job: 1220 9th Street Date: 5/9/2024 gq 11 T I n 5 ACC 1-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Cooling, Equipment Design Conditions Outdoor design DB: 84.0*F Sensible gain: 5724 Btuh Entering coil DB: 77.5°F Outdoor design WB: 71.2°F Latent gain: 1657 Btuh Entering coil WB: 65.7°F Indoor design DB: 75.0°F Total gain: 7381 Btuh Indoor RH: 57% Estimated airflow: 448 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP12NA Actual airflow: 448 cfm Sensible capacity: 9348 Btuh 163%of load Latent capacity: 1874 Btuh 1131/o of load Total capacity: 11222 Btuh 152%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 8.0*F Heat loss: 12567 Btuh Entering coil DB: 65.2°F Indoor design DB: 72.0*F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP12NA Actual airflow: 448 cfm Output capacity: 14992 Btuh 119%of load Capacity balance: -37 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 448 cfm Output capacity: 5.0 kW 136%of load Temp. rise: 10 °F Meets all requirements of ACCA Manual S. ,` -Fk w_ri_ghtsotFt' 2024-May-1510:12:29 ® Right-Suite(J U niversal 2023 23.0.05 RSU20822 Page 1 ZCA ...Jobs11220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE t-, N1 E E N E RG Y Manual S Compliance Report Job: 1220 9th Street S O L 11 T 10 N S Date: 5/9/2024 -� ACC1-COMMON AREA By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0*F Sensible gain: 23822 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 2958 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0*F Total gain: 26780 Btuh Indoor RH: 52% Estimated airflow: 910 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP36NA Actual airflow: 910 cfm Sensible capacity: 26159 Btuh 1100/o of load Latent capacity: 3666 Btuh 124%of load Total capacity: 29825 Btuh 111%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 8.0*F Heat loss: 24472 Btuh Entering coil DB: 68.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM48NAMHZ2***+SVZ-KP36NA Actual airflow: 910 cfm Output capacity: 33483 Btuh 137%of load Capacity balance: -16 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 910 cfm Output capacity: 5.0 kW 70%of load Temp. rise: 10 °F Meets all requirements of ACCA Manual S. ti - - wrightsoft' 2024-May-1510:12:29 Right-Suite®Universal 2023 23.0.05 RSU20822 Paget v ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Cal =MJ8 House Front faces:NE Manual S Compliance Report Job: 1220 9th Street !I��i E ENERGY I h P ON 5 Date: 519/2024 �w� � ACC2-GUEST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 2798 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2*F Latent gain: 684 Btuh Entering coil WB: 64.77 Indoor design DB: 75.0°F Total gain: 3483 Btuh Indoor RH: 55% Estimated airflow: 353 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4**+PEAD-A09AA9 Actual airflow: 353 cfm Sensible capacity: 7191 Btuh 257%of load Latent capacity: 792 Btuh 1161/o of load Total capacity: 7983 Btuh 229%of load SHR: 90% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 4927 Btuh Entering coil DB: 70.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-**+PEAD-A09AA9 Actual airflow: 353 cfm Output capacity: 8776 Btuh 178%of load Capacity balance: -14 *F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 353 cfm Output capacity: 5.0 kW 346%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. - wrig_h.t.s_o,r.t, 2024-May-1510:12:29 ZCA Right-Suite@ U niversal 2023 23.0.05 RSU20822 Page 3 ...Jabs\1220 9th \ Street ManJSD.rup Calc=MJ8 House Front faces:NE H:DNI r: r N z RG Y Manual S Compliance Report Job: 1220 9th Street s o!_UT r o N s Date: 5/912024 ACC2-PRIMARY By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 7949 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.2°F Latent gain: 1167 Btuh Entering coil WB: 64.9°F Indoor design DB: 75.0*F Total gain: 9116 Btuh Indoor RH: 56% Estimated airflow: 494 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-**+PEAD-Al2AA9 Actual airflow: 494 cfm Sensible capacity: 9496 Btuh 1191/o of load Latent capacity: 1304 Btuh 1121/o of load Total capacity: 10800 Btuh 1181/o of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 9833 Btuh Entering coil DB: 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ4-**+PEAD-Al2AA9 Actual airflow: 494 cfm Output capacity: 11547 Btuh 1171/o of load Capacity balance: -1 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 494 cfm Output capacity: 5.0 kW 173%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. t * wrightsoft" 2024-May-1510:12:29 lc-A Right-Suite®Universal 2023 23.0.05 RSU20822 Page Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE �� E ENERGY Manual S Compliance Report Job: 1220 9th Street 5 0+U r 10 X s Date: 5/9/2024 ACC3-KITCHEN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0'F Sensible gain: 10369 Btuh Entering coil DB: 76.2°F Outdoor design WB: 71.2°F Latent gain: 1762 Btuh Entering coil WB: 65.2°F Indoor design DB: 75.0°F Total gain: 12131 Btuh Indoor RH: 57% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KAI5NAHZ*+PEAD-A15AA9 Actual airflow: 600 cfm Sensible capacity: 11671 Btuh 1130/o of load Latent capacity: 1865 Btuh 106%of load Total capacity: 13536 Btuh 112%o of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 11477 Btuh Entering coil DB: 68.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA15NAHZ*+PEAD-A15AA9 Actual airflow: 600 cfm Output capacity: 17058 Btuh 149%of load Capacity balance: 4.6 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 600 cfm Output capacity: 5.0 kW 149%of load Temp. rise: 31 °F Meets all requirements of ACCA Manual S. wrightsoftp 2024-May-15 10:12:29 �� ..,•�,.,.,.., Right-SuiteO Universal 202323.0.05 RSU20622 Page 5 ...JobsN 220 9th Street\1220 9th Street ManJSD.rup Calc=MA House Front faces:NE 1-ice NI E• E- N L RG Y Duct System Summary Job: 12209th Street s 0 B UT 10 INS Date: 5/9/2024 ° 4m ACC 1-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.220/0.090 in H2O 0.220/0.090 in H2O Lowest friction rate 0.070 in/100ft 0.070 in/100ft Actual air flow 448 cfm 448 cfm Total effective length (TEL) 442 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BASEMENT c 1335 95 132 0.100 7.0 Ox0 VIFx 36.5 185.0 st4A BASEMENT-A c 1335 95 132 0.121 7.0 Ox 0 VIFx 27.8 155.0 st4 GUEST BATH 2 h 758 36 9 0.119 4.0 Ox 0 VIFx 10.8 175.0 st4 GUEST BATH 3 h 949 46 19 0.070 5.0 Ox 0 VIFx 89.3 225.0 st4A GUEST BED 2 h 1843 89 81 0.118 6.0 Ox 0 VIFx 21.5 165.0 st4 GUEST BED 3 h 1819 88 74 0.070 6.0 Ox 0 VIFx 99.5 215.0 st4A Supply Trunk 1Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4A Peak AVF 228 225 0.070 513 10.9 8 x 8 ShtMetl st4 st4 Peak AVF 448 448 0.070 806 10.9 8 x 10 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 448 448 127.8 0.070 672 10.9 8x 12 ShMt wrlgt•tsoft` 2024-May-1510:12:29 ._• �,�.� Right-Suite@ U niversal 2023 23.0.05 RSU20822 Pagel A+CN ,.,Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE I-t',F)Nt E E N E RG y Duct System Summary Job: 1220 9th Street 50%Lur10ras Date: 5/9/2024 a ACC 1-COMMON AREA By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street,Greenport, NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.243/0.067 in H2O 0.243/0.067 in H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air flow 910 cfm 910 cfm Total effective length (TEL) 401 ft Sup•ly Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk DEN c 3621 107 149 0.090 7.0 Ox0 VIFx 34.5 235.0 st5B ENTRY h 2135 93 64 0.077 6.0 Ox 0 VIFx 44.0 270.0 st5B HALL 1 h 1945 85 69 0.096 6.0 Ox 0 VIFx 42.8 210.0 st5A HALL 2 h 2383 104 86 0.097 6.0 Ox 0 ShMt 34.8 215.0 st5 LIVING/DINING c 3164 127 130 0.116 7.0 Ox 0 VIFx 29.5 180.0 st5 LIVING/DINING-A c 3163 127 130 0.109 7.0 Ox 0 VIFx 8.0 215.0 st5 LIVING/DINING-B c 3163 127 130 0.120 7.0 Ox 0 VIFx 13.0 190.0 st5 LIVING/DINING-C c 3163 127 130 0.100 7.0 Ox 0 VIFx 24.3 220.0 st5A MUDROOM c 508 13 21 0.085 4.0 Ox 0 ShMt 57.5 230.0 st5A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 910 910 0.077 819 13.7 8 x 20 ShtMetl st5A Peak AVF 425 433 0.077 780 13.7 8 x 10 ShtMetl st5 st513 Peak AVF 200 213 0.077 480 13.7 8 x 8 ShtMetl st5A W,ights®ft„ 2024-May-1510:12:29 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 i� ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 910 910 86.5 0.077 683 15.8 8x 24 ShMt wri�ghtsof[^ 2024-May-15 10:12:29 �� >,•, Right-Suite®Universal 2023 23.0.05 RSU20822 Page 3 /e+ +N ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE IV ME E• > N/ R G Y Duct System Summary Job: 1220 9th Street SpL LIT It7N$ Date: 5/9/2024 ACC2-GUEST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.159/0.051 in H2O 0.159/0.051 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 353 cfm 353 cfm Total effective length(TEL) 263 ft Supply Branch Detail • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk GUEST BATH 1 h 966 81 23 0.083 6.0 Ox 0 VI Fx 10.3 180.0 st2 GUEST BED 1 c 1068 136 165 0.080 8.0 Ox 0 VIFx 8.5 190.0 st2 GUEST BED 1-A c 1068 136 165 0.083 8.0 Ox 0 VIFx 12.0 180.0 st2 • • TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 353 353 0.080 794 7.1 8 x 8 ShtMetl TableReturn Branch: Detail, Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 353 353 64.3 0.080 635 9.8 8x 10 ShMt wrightsoft' 2024-May-15 10:12:29 ��,...., Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 4 ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE H(Ft M T. E N E RGy Duct System Summary Job: 1220 9th Street LID—LU Date: 5/9/2024 rimns ACC2-PRIMARY By: 'Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.155/0.055 in H2O 0.155/0.055 in H2O Lowest friction rate 0.072 in/100ft 0.072 in/100ft Actual air flow 494 cfm 494 cfm Total effective length(TEL) 290 ft SupplyDetail, • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk PRIMARY BATH h 3197 187 88 0.074 8.0 Ox 0 VIFx 19.8 190.0 st3 PRIMARY BED c 3020 154 203 0.072 8.0 Ox 0 VIFx 9.4 205.0 st3 PRIMARY BED-A c 3020 154 203 0.080 8.0 Ox 0 VIFx 13.3 180.0 st3 • • ® - • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 494 494 0.072 889 9.9 8 x 10 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 494 494 75.8 0.072 635 11.3 8x 14 ShMt -f{,y wrightsofft" 2024-May-1510:12:29 rr' ,� Right-Suite®Universal 2023 23.0.05 RSU20822 Page 5 lrii ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE F1 On NI E L N E pw Y Duct System Summary Job: 1220 9th Street $OLU'£Igt.$ Date: 5/9/2024 AM-KITCHEN By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1220 9th Street, Greenport, NY 11944 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.156/0.054 in H2O 0.156/0.054 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 317 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln(ft) Trunk KITCHEN c 2406 150 150 0.080 7.0 Ox0 VIFx 6.0 190.0 SO KITCHEN-A c 2406 150 150 0.073 7.0 Ox 0 VIFx 13.8 200.0 st1 A KITCHEN-B c 2406 150 150 0.066 7.0 Ox 0 VIFx 25.3 210.0 st1 A KITCHEN-C C 2406 150 150 0.077 7.0 Ox0 VIFx 21.8 180.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1A Peak AVF 300 300 0.066 675 10.7 8 x 8 ShtMetl SO st1 Peak AVF 600 600 0.066 900 10.7 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) A FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox0 600 600 81.8 0.066 675 12.3 8x 16 ShMt wriglhlrsoltm 2024-May-15 10:12:29 Right-Suite®Universal 202323.0.05 RSU20822 Page 6 +� ...Jobs\1220 9th Street\1220 9th Street ManJSD.rup Calc=MJ8 House Front faces:NE Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1220 9th St,Greenport,NY 11944 Test Date 5/21/2025 Building Permit#: 49275 Compliance Pathway Performance Test Completed by: Chistopher Silvia D SNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street M AY 3 0 2025 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Buildina Denirfmont e Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume 2 Conditioned Basement Basement 885 7965 ❑ Conditioned Crawl Space 1st 2433 23527 0 Sealed Attic 2nd *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 8718 area includes areas here the ceiling height is less than 5 Total Volume 40210 ft. CFM @50 pa 534.9 Air changes/hr@50 p 0.80 Code Compliance: Pass IV Duct Tightness: Tost..Construction Test-T al Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa n/a CFM/100 ftZ CFA n/a Code Compliance: Exempt System-2: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/l00 ftz CFA� Code Compliance: System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/l00 ftZ CFA� Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the.202.0 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: " � �`' may' -r f Date: 5/21/2025 Christopher.Silvia,Home Energy Solutions Building Envelope and Duct T htness Report , 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and.R403.3.4 I ' { Address of Test 1220 9th St,Greenport,NY. 11944 Test Date 5/21/2025 Building Permit#: 49275 ( Compliance Pathway Performance Test Completed by: Chistopher Silvia f ;' SNET'Rater ID# 4150294 f - Home Energy Solutions ! MAY 2 1 2025 t ' NATE ID# 187 East Main Street ICC ID# Huntington,`NY-117413 BPI# 631-673-0664 - 14_. Building Envelope Tightness Volume Calculation':. Check if: ✓ Conditioned Basement Floor .Area `Volume 0 $_asement 885 7965' ❑ Conditioned Crawl Space 1st 2433 23527 Sealed Attic nd 2' *The conditioned tloor.area of dwelling is calculated in 3`d accordance with ANSI.Z765,-except that conditioned-floor Attic 8718 area includes areas where the ceiling height isiess than 5 Total Volume 4021.0 ft' CFM @50 pa 5349 Air changes/hr@50.pa 080. Code Compliance: Pass Duct Tightness: Post Construction:Test-Total-Duet Leakage System-1:'Within Condition-Space Duet Location Conditioned,Space Floor Area Leakage CFM @.25pa CFM/100 ftz CFA n/a. Code Compliance: . Exempt � . System-1 Duct'ILocation - Floor Area Leakage CFM @ 25pa CFM/1.00 ftZ CFA� Code Compliance; lSystem-3: ( Duct Location ------------- ----------- Floor Area z Leakage CFM @ 25pa� CFM/1001 CFA� Code Compliance:. All building envelope tightness has been verified;and.'conducted in accordance with RESNET/ICC 380.ASTM E779,or ASTM E-1827,.as required by 2018.1ECC'as amended`by the 2020 New,Yo`rk State Supplement, section'114014.1.2. The.building duct and plenum system has been verified as required by.fi'6 018 IECC as amended byt2020 New York State.Supplement,Section R403.3.4. Signature:. Date: 5/21/2025 Christopher.Silvii;.Hoffie:Energy Solutions ir ��� '�- �. ~ ~ f a art � • , .:}.� _ .�•. 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I,'�" � ._'�►a,}�F� � .Z"' �•tgr�.N�� � a'�7Cs�• �ar- j�_ ';�� �fx� _ '� .. •c ,,.i 1 ems. rY. j- ,f�'� �Cr � ems'! � .�". �[Ct.._ �� �• ^mot+°`• fF a.._,.^ t .M ... :°M•w�.per- �` ;,•• f- 1 '•f f �" A�•l�.. .��.. � a5d�e�. f.4`r •jam ,�y,+ yYtl s ' 1,, 4 � .,'4?"!"'`� �;-. We .r - „ oil ---'' :. c• AIM I- ! - r :V�I 'R!o„ 3 �, ti. ! v I' .r: ., �y rF I �(`,�y 1�' _ ►}tt,: y ��rrurrr • `4.� .. �� � C ram_--�. �{1� �� t i jj� � � �� .. �i� "�1t,. •r���: •� � rT 0� ftw f- e rime �T� • �,��K t i{ a,yJ � t� - ;fi � /•l .� - �i�_-.§:. Ate_ \.� � ,.�' r '''1 .lj 1f ; f:: � •ram•' � `.-. � --a4: _ ,{ _- -h_oe. wry. '�•J e ,s _ , ..•. �' .. . ' . Alk r � i `' Y 'tom �� �,• �'`i ,�`. t :, 1 •� \ ��'-.. �. at Mejia, Evelin From: Michaelis,Jessica Sent: Tuesday, September 16, 2025 9:51 AM To: Mejia, Evelin Subject: RE: 1220 Ninth St. Greenport Attachments: 1000-45.-6-9.pdf Attached subdivision map, and C&R's. There is a 100' wetland buffer on the approved map, and C&R's for the lots; 1. Clearing and cutting within the hundred toot wetland buffer shaft be limited to that necessary for proper maintenance and removal of diseased, decayed or dead material and obnoxious plant species. Such clearing and cutting shall be subject to review by the Board of Trustees of the Town of Southold prior to clearing and cutting to insure proper maintenance and preservation of the natural buffer. 2. An further subdivision of Lot No.4 shall be processed as a major subdivision by the Planning Board. 3. There shall be no further subdivision of Lot 1,Lot 2 or Lot 3. 4. No new residential structure or sanitary disposal facility shall be constructed or otherwise located within 100 feet of the adjacent wetlands or of the Peconfe Bay. S. No stormwater runoff resulting from the development an improvement of the subdivision or any of Its lots shall be discharged into the adjoining bodies of water or wetlands In and bordering the parcel. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email: TessicaM(cr),southoldtownny.ggv From: Mejia, Evelin<evelinm@southoldtownny.gov> Sent:Tuesday,September 16, 2025 9:14 AM 1 To: Michaelis,Jessica .noichae|b@toxxn.sou1ho|d.ny.us> Subject: RE: 123O Ninth St.Greenport Thank you! Its 1000-45.-6-9.2 office-Ao6tant Town 0f Southold Building Department Annex Building "o7s Main Road P.O.Box 1179 Southold,Nl. 11e7z /*31\ 766-1802 From: Michaelis,Jessica Sent Tuesday,September 16, 30259:13AK4 To: K4ejia, EveUn Subject RE: 122O Ninth St.Greenport Let me take a look. What iS the SC7M? Teaoica&8lchucliu Senior Office Assistant Southold Town Planning I]epurttocot 54375NYS Route 25 I'.{]. Box 1179 Southold,NY11971 I,hone: 631-765'1938 fIonail: - ' ' ------ ------ - - - -- - - -- -- - - - ------ ---- -- - From: M 'ia, Eve|in Sent:Tuesday, September1G 20359]01AM To: Michaelis,Jessica Subject: 122D Ninth St. Gnaenport Good morning Jessica, VVmu|d' oubeab|etote|| rneiftheyneedanythingfnornp|anningbeforexveissuetheCOfortheaddressabove? |see some old (dated June 10t',1997)documents from Planning in the file and I just want to be sure they're good to go. Kind regards, £vulinW ' Office Assistant Town 0f Southold Building Department Annex Building a*o7o Main Road P.O.Box 1179 Southold,NYzz971 (831) 705-1802 gdp MAY 5 7�73 TO=OF4nIff14nI n May 11, 2023 Tracey Dwyer Building Permits Examiner Southold Building Department 54375 Main Road PO Box 1 179 Southold, NY 11971 Hi Tracey Within are the plumbing riser diagram and sky plane diagram for the project at 1220 Ninth Street. Thanks and let us know if.there is any other information we can provide. Best, Pete DePasquale r Garnett DePasquale Projects 1 370 Lexington Ave Ste 407, New York, NY 10017 gdp.work 516.383.5341 1 ELD INSPECTION REPORT DATE COMMENTS Ns - FOUNDATION (1ST) ✓A, ---------------------------------- FOUNDATION (2ND) z NAw�2 o lL I oy viw ROUGH FRAMING& �. PLUMBING -1- ZS n u( art xW1114m, O,L © ova. c� ow 2rhvl ulanv J� S Q 2io2 � INSULATION PER N. Y. STATE ENERGY CODE a �r VIC, cS pPlin FINAL .Ap ADDITIONAL COMMENTS S 2k d S 4.25- 2. - - M6 0 '-2�'Z _ �'ou on on-OK-- If - lf- 2i irr 1 -e C_ 6 q co 1 E1 N \ . o• o • 2.5Igo B r.-c,`J r� a� Horton, LisaMarie From: Nicole Marple <nicole@gdp.work> Sent: Monday, November 11, 2024 10:47 AM To: Horton, LisaMarie; Dwyer, Tracey Subject: (SPAM] - 1220 Ninth Street Building Permit Extension Attachments: Building permit.pdf Hello, We would like to request a 6 month extension on the attached building permit for 1220 Ninth Street, Greenport. It was issued 5/18/2023 and set to expire 11/16/2023. Permit#49275 Let us know if we need to send any additional information. Thank you for your help! Nicole Marple Garnett DePasquale Projects cell: 716-949-9148 www.gdp.work ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 6Vv / Inr 1 oII,/ PIAP':OF MINOR—SUBDIVISION s g MADE. FOR De�N ANN MARIE NELSON I� e ay:e on 1517LNDrs -S7E.rx� i ZUNT.= AT O �yis A GREENPORT it TOWN Of SOUTHOLD,N.Y. '.� 1 �� nwNERsAnDOEssI .0 :.14Z9 FnNTH 6T. -k i • LL �' -OR.EENPORT N.V.IID4i MAV 1 _ • m,MaDs - A PROVDBY CY O o Da TOW OF SOUTHOLD a y_ • '',� l UN 9 a sD aD so 3m 4m F :J �J4T6 gF _SUILE:IOD'I 1� F 7 uk--' . AQEA•R ...SSS i� �'e- — pow:. 09?FC. i 91&= iZ LGORIOUDS RERR 0 NP+V.L`.�4_An6E:MGM9, N.E 2 W. j Z GD.TAX mAP TA�I gd.P : •� ROpERTYKM EO 2.40. SYFpDLC.CO YNTYDVARTMENT OF NEALTH SERVICES �� +.TNE WATER RIPPLY AND SEWAGE DAAQ ShG NAUPYAUOe�N1L 'I E�MIME5 FOR ALL LOTS ON THIS MAp COMPLY. II 111 c qT !g(ITN TNESWJDARDS AND REDYI DEMENTS OF. vAre' 1'7r•c u144(o •,'/ !"I Tl _ IWIU N CO.DEPMTMENT Op HEALTH. - FRAFESS OVAL LwND.5i1RVkVOCr' -� FN I �PNM' wae-•_aM� jY m NEW VDRK]Tw ffi >i e01 N f l GRRENPORi' { NEW VORK I' �CI4IW ACIIRI�/ 5WWSD*E.-'Jo S A OEry AMATM OF 6OAC-NA.^9 A Rff"�.:_3 MPv 1NiPGIJJR.MR MTI{flAfDFM SC�4G{DKIOGL 1 LC�S Wi1KN AFFKT'L019 M'tH19%fflc-510N Age' I 91C0� .. �' � N��u FTLeo IN THE suPFaLe rnulurt �D>i1170.'AGLAIiLfW:41iOD{n{mllsncev.NrrD Tlit® D I I 8 C'GICE W LEER' f9G8 3 SRLLIPCS..�N6-RRNLL:5N(L7F'WID�Oi$V iNE lGM A[u- •NTIP DAIRAIfDGNiMDLDY D,4WMINDI OICNA4"ice ONAaR6 6M>,IFpL1V[RUNGRTIS WP' j li 1 D .wwn+K rertArre�NweDmaawEawNl cu�w t , f 1 " gD.�evmrsDlnanlaiueurl�noxuwlwDnlcsvFwYc •� \ ` J •� 1=�f/ �TW _TEsf NOTE LOT AQEAS m O `l" Ny� /// O Sit* !v {pRyHn WETLANp9 . / mAr° "° n r sv.e9s ss s�zm us �1 2 BD�6D5 xD,400 O) RFI7VPDN14NDJ.RAM W.000 24 aGW 4Av4 q� \.2i� z e 4 60 AC. 1_AG L" 1p?AL 4�AL H AL iV n' i &AV - WEAEREDV-ClRTIFV'1NRT AO_IOT ON_ '���=T' ras nwP K Less T'�H N AP tn sa•r+• s L - lu ARew-ANo THAT THIS mAP wws ...r MADE 8Y US EROM ACTUALSURVEV6 - a•'� WHPLETED JW6.26.995. +!:•�"^ f700ERIQC.VAN TUYC.Pr_ 110EN5ED LAND".SUDVEVDRS ::�{k„` . ODZENpORT -NEY[YODK_ ._•. /D 85-6 0 r� �--�- F NT_.ST. •1d E r- - 35'�F °0 �r STREEr CD • 1'" �r �_ 111fA�Q J'.' V • 'ram^ O 'd tl3 .� ' 1 HQ.1- VKj'E 31�22 � 1 z lza M 27 50 w- i 27- - • sHeo SEB • r T FJ IC9•! NAP ppAD a o0'•1" MAIN L,t.D•.a•- ,- h . ILIhINET F1AP 0T MINOR SUBDIVISION a o `--- MADE FOR PC CaNiC .(ZAILROAO NN MA21E NELSON tin - •t8.3L 1 FLINT Sr. AT pf0 r 5 Is �1. M'o0 AKF 1 G12EEW POIZT In •E• C i?,s�s 5,f. 9 " TOWN OF SOUTHOLO,N.Y. _� o• W Fes;- �D —i�G�'y CHE212Y LAME ESTATES .uwNru-p ADyrzEss ci a a4 9•I F r a _5 •S `,,�}p izl I4Z9 NINTH ST. BUILD1r 1E-iivtft) ICI �y GfLEENPOrT N.Y. 11944 to I Z f.D" -faT—t,0�05•S.F• - I,'�I' ,I O 0• seRw _ wnrE¢_ � ry C1 TEST HOLE Iwo. ..I O !4•Z ' STREET - I' cc f00�a 533_56ID N.87'15 10,^— .�-y� I w :D .-50 .Lao 2CU 300Aw ro D a Ov41c -Stl vi TIN 1179a 1� lam? u,: 88'� n6 S F ^1 SCALE Ids I W 9.3\ �'�--i z NOTES: AREA•12,09*AC• 3 316,22 Z ' LCANTOURS DEFER TO MFAIJ SFAJ.E_yEL,h1G.VV ?'so W. 12 2.5U LF.Ca TAX MAP DAT6_1000_45_6-:2. sHED I BPROPERTY IS ZONE—p R-40. SUFFOLR COUNTY DEPARTMENT OFHEALTH SERVICES ' 4-THE WATER SUPPLY AND SEWAGE DISPOSAL_ HAUPPAUGE,N.V. P- 3 FACI 1.171 CS FOR ALL LOTS ON THIS MAP COMPLY. d N -BROWN ST WITH THE STANOAROS AND REQUIREMENTS OF DATE: Dex•Ll, NE SUFFOLK Ca DEPARTMENT OF HEALTH. ui c' "'• ~ a PROFESSIONAL LAND SURVEYOR J �+eul__-___EO_C,•• Ui I IS IDCFIRIFYTHATTHL PROPOSED RFALN SUB DIVISION D7 DMLOPMENT �E �.;• I W=-WYDRICSTATELICENS'tN0.2 26NTAE I ' a UR ENPORT WEW V021C raa CHERRY SfdleS SWAS (T SAII n.In W "WITH ATDTAL OF_ -V-F- LOTS WAS m (EYISTINS FACILITIES I`�•�'� APPROVED ONTHL'AD]VE MTE.-WATEZSUPPLILS AND SEWAGE DISPOSAL �'��•� 5. OE:CQNATION C P COVENANT5 a RESTTLICTIONS COITAOE 0 -�—' FAOLIIIE9FINSTowmi TD CDAISTRIIRIDkM Ao INERRCTATTHETIbt2 l!1 5HE0-0 MOH. W WHICH AFFECC LOTS IN TH15 SFZ)LV- 510N I •, j' ( q� I:AS EIEC-N FLED IN THE SUFPOLIG COUNTY COFD7RUCTAN 1ND ARE_9A1FCf TO SE7ARATE IEDMITS PJDSUANF TO THDSE 4 CL=ICS OF DICE IN LIE5EQ 1163� PAGE 79� SWMDS -'THIS APPROVAL SHAD:BE VALID ONLY IF THE READY ISAD.AWT. SLSDIVI51011 PEVEIOPMENT WP ISDDLYPLEO W(IH IHE COUNTY CLERIf4JITHIN LLLJJJ v CACTFAR�T—E.COkSENTKHEUPY61VENF-0RTNEFILIN;OFTHI5NAP* Uj 1 .'i / 9 �1 I pdt�MICNTNt5FTECZEHEUFAPPFAPSIN7HEOFFlCEOFiHER1UNTYCIFRI(W •n �, I / 11J LV hCCOQOAL'CE WRHP27VISIONSCF THE PUBLIC HEALTH LAWANDVESUFF9Us TEST POLE LOT A2E45 COUOYS41TTA21 COD • O \ // p SILTY LOT UPLAND VJETL.ANOS 1 .: reRbOAT a 59,655 S.F. 15,200 S.F. W O2 50,6o5 20,400 bSf4F!"H:BAIER.P,E. 4 lit uo B' 3 45,176 20,ODO QIRFCR]RONISON OF ENNfANM'cNTALpISWTY BASIN 72�� 77O OA 5, 4 h0 AC. -4 A C 9'� Fc�E - TOTAL A66 AG 243 AG. eEAeH N ca:vxTEa z'z' APPROVED JRY N 17, PLANNING BO, Os�W s WALL ui TOWN OF SOUTHOLD DTI SHORE DATE ,lllYl�E . ELINE LINE h'.aBCoNlCJ10025 PrII.E No: ,� �000• � � �N" TLcFV THAT NO LOT ON STAMP THIS MAP IS LE55 THAN 69,176 Sq,FT. SEAL �.3 6 7 #RBS. No. d 1�P9M' -j M AREA AND THAT THIS MAP WAS MADE 6V US FROM ACTUALSURVEYS' EDTIAFOP(✓a6NDtE COKPLETED -AUs-.z6i9 6. , JU[0 81997 RODERICIC VAN TUYL,P.C. ` wRo P.M.-' 7.7-97 LICENSED LAND SURVEYORS_ s GRE£NPORT - NEW YDRJC 10 85-6 PLANNING BOARD MEMBERS BENNETT ORLpWSHI,JR. rya Town Hall,53095 Main Road Chairman P.O. Box 1179 WILLIAM J.CREMERS -1. ip r Southold,New York 11971 KENNETH L.EDWARDS '�if' 0� . Fax(516) 765-3136 GEORGE RITCHIE LAfiHAM,JR �.( �a' RICHARD G.WARD Telephone(516) 765-1938 ,- PLANNING BOARD OFFICE June 10, 1997 TOWN OF SOUTHOLD . Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following resolution was adopted by the Southold Town Planning Board at a meeting on Monday, June 9, 1997: BE IT RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated August 26, 1996. Conditional final approval was granted on May 12, 1997, All conditions have been fulfilled. Enclosed please find a copy of the map which was endorsed by the Chairman. The mylar maps, which were also endorsed by the Chairman, must be picked up at this office and filed in the office of the County Clerk. Any plat not so filed or recorded within sixty (60) days of the date of final approval, shall become null and void. Please contact this office if there are any questions regarding the above. Sincerely, i Bennett Orlowski, Jr. � Chairman cc: Tax Assessors Building Dept. DECLARAT I ON THIS DECLARATION, made the 0-dray of May, 1997, by Ann Marie Nelson, residing at Cherry Lane Farm, Ninth Street, Greenport, New York, hereinafter referred to as the party of the first part, said parry of the first part hereinafter referred to as Declarant. WITNESSETH WHEREAS, the party of the first part is the owner of certain real property situate at Greenport, Town of Southold, County of Suffolk, State of New York, more particularly described as set forth on Schedule A annexed hereto, and WHEREAS, the party of the first part has made application to the Planning Board of the Town of Southold for approval to subdivide said real property described on Schedule A into four lots, as shown on the subdivision map entitled "Ann Marie Nelson" which map is dated August 26, 1997, prepared by Roderick Van Tuyl, P.C. and intended to be filed in the Suffolk County Clerk's Office herewith, and WHEREAS, for and in consideration of granting of said approval, the Planning Board of the Town of Southold has deemed it to be for the best interests of the Town of Southold and the owners and prospective owners of said lost that the within covenants and restrictions be imposed on said lots, and as a condition of said approval, said Planning Board has required that the within declaration be recorded in the Suffolk Count Clerk's Office, and WHEREAS, the Declarant has considered the foregoing and has determined that the same will be in the best interest of the Declarant and subsequent owners of said lots, NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the Declarant, for the purposes of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the -1- said premises herein described shall hereafter be subject to the following covenants which shall run with the.land and shall be binding upon all purchasers and holder of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. Clearing and cutting within the hundred foot wetland buffer shall be limited to that necessary for proper maintenance and removal of diseased, decayed or dead material and obnoxious plant species. . Such clearing and cutting shall be subject to review by the Board of Trustees of the Town of Southold prior to — clearing and cutting to insure proper maintenance and preservation of the natural buffer. 2. An further subdivision of Lot No. 4 shall be processed as . a major subdivision by the Planning Board. 3. There shall be no further subdivision of Lot 1, Lot 2 or Lot 3. 4. No new residential structure or sanitary disposal facility shall be constructed or otherwise located within 100 feet of the adjacent wetlands or of the Peconic Bay. 5. No stormwater runoff resulting from.the development an improvement of the subdivision or any of its lots shall be discharged into the adjoining bodies of water or wetlands in and bordering the parcel. IN WITNESS WHEREOF, the Declarant above named has executed the -2- I STATE OF NEW YORK SS: COUNTY OF SUFFOLK I, EDWARD P. ROMAINE, CLERK OF THE COUNTY OF SUFFOLK AND CLERK OF THE SUPREME COURT OF THE STATE OF NEW YORK IN AND FOR SAID COUNTY(SAID COURT BEING A COURT'OF RECORD) DO HEREBY CERTIFY THAT I HAVE COE PAp HE AN RECORDEDY LAOF DEED LIBER /�s� AT PAGE' AND THAT IT IS A JUST AND TRUE COPYUCH ORIGINAL DgrRATION AND OF THE WHOLE ' THEREOF. IN TESTIMONY WHEREOF, I HAVE-HEREUNTO SET MY HAND AND AFFIXED THE SEAL OF SAID COUNTY AND COURT THISagy,4_DAY OF M&[ 1997 CLERK t ' I y Public uNDA K DtETCRICH Publk:. SWtv.of New York No.4964218 - Suffolk Coun i COfrl issi tl Explm Much 26. 1� i t I I I i i i i c i i i I 11882 K 7 32 SCHEDULE A SUFFOLK COUNTY TAX MAP DESIGNATION: 1000-45-6-9 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at . Greenport, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at the point of intersection of the southerly side of land of the Long Island Railroad Company with the westerly side of Cherry Lane or Ninth Street; RUNNING THENCE South 12 degrees 11 minutes 20 seconds West. along the westerly side of Cherry Lane or Ninth Street, 708.97 feet to the Southerly side of Cherry Lane or Ninth Street; THENCE South 79 degrees 28 minutes 50 seconds East along the southerly end .of Cherry Lane or Ninth Street, 33 feet to a point; THENCE South 12 degrees 11 minutes 20 seconds West, 445.18 feet to the high water mark of Peconic Bay; THENCE along the high water mark of Peconic Bay the following tie line course and distance: 1. North 68 degrees 05 minutes 20 seconds West, 493 .79 feet to land now or formerly of T. Jurzenia; THENCE North 06 degrees 01 minutes 20 seconds East along said last mentioned land, 896.18 feet to the southerly side of land of the Long Island Railroad Company; THENCE North 84 degrees 10 minutes 40 seconds East along said last mentioned land, 578.31 feet to the westerly side of Cherry Lane or Ninth Street at the point or place of BEGINNING. INFORMATION IN REGARD TO APPROVED SUBDIVISION Name of subdivision - ter► N ry G.k a �e%) SCTM# 1000- ` S -6- y Subdivislon approved by Planning Board on Ck Subdivision filed in Suffolk County Clerk's Office Zone at time of approval �' 4 D Current zone l q 7 ?-4 o Date zone verified 6117 Clustered subdivision: Yes No x X & Covenants and Restrictions filed for subdivision: Yes No (see below/attached for details) Building envelopes shown for individual lots: Yes X No See nu,�. If No, set-backs for all lots within subdivision: Zo1's 1 � Z\-3 Front Rear Side yard rdS }QS -.sveAwAril re; �UA%N� iSSJI$ Comments: - lop' we+t ArScj bug e s i c(z4., �ruc;�vrlS o 2 s qtj jc,r t0 •;% Ioc> W{�LaWCt, NJQ 5-6" , 4A-er rono-" weitaws t 3�14 THIS MINOR SUBDIVISION IS FOR LOTS ON I ACRES LOCATED ON u i ; 0\ <qkfeelk- IN (eey)9 va SCT"vI# 1000-45- 6-: MINOR SUBDIVISION (NO ROAD) Complete application received ication reviewed at work session �"�io� OK Applicant advised of necessary revisions Revised submission received '"&1oK oK Sketch plan approval 1 -with conditions ! Lead Agency Coordination .� SEQRA determination Neon bc c I-z Q 9 Sent to Fire Commissioner Receipt of firewell location Notification to applicant to include on final map Sent to County Planning Commission —'m aK � Receipt of County Report Review of SCPC report _r lag f it, Draft Covenants and Restrictions received Draft Covenants and Restrictions reviewed Filed Covenants and Restrictions received 51 a-z Receipt of mylars and paper prints with 3 1�1�'-7 Health approval . Final Public Hearing held 69&•- -fb 112Ji9l 3► 9 Approval'of subdivision -with conditions • Endar scment of subdivisioii Southold Town Planning Board Town Hall Southold, New York 11971 Re: AhA Gentlemen: The following statements are offered for your consideration in the review of the above-mentioned minor subdivision and its referral to the Suffolk County Planning Commission: �1) No grading, other than foundation excavation for a vv residential building is proposed. (2) No new roads are proposed and no changes will be made in the grades of the existing roads. /(3) No new drainage structures or alteration of existing structures are proposed. Yours truly, • .14-16-242187)--7c 617.21 SEQR Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant.The question of whether an action may be significant is not always easy to answer. Frequent- ly, there are aspects of a project that are subjective or unmeasureable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may be technically expert in environmental analysis. In addition,many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is'intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly,comprehensive in nature,yet flexible to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action, it provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially- large impact. The form also identifies-whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE—Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑ Part 1 ❑ Part 2 OPart 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and 'any other supporting information, and considering both the magitude and importance of each impact, it is reasonably determined by the lead agency that: ❑ A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* O C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. * A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency .Title of Responsible Officer .Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) Date 1 ' PART 1-PROJECT INFORK 'DN Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered° as part of the application for approval and may be subject to further verification'and public review.Provide any additionaii information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies,research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. ('afri�K W501\. -301 cL y77^"zla3 Cw� NAME OF ACTION LOCATION OF AC ¢)J(Include 9treet Address,Municipallty and County) NAME OF APPLICANTISPONSOR B �STONE ADDAE I SW o 14a a13 i- . St Vwci cITY'Po(5-08o Norfh Ckecrn fir. #2)AN ; Sin9e,-Ts k(r,d, FL, 39 STA E � ZIP CODE NAME OF OWNER(If different) j BUSINESS T tEPHONE (S (� ADDRESS I CITYIPO ' STATEf ZIP CODE • DESCRIPTION OF ACTION 11 ' M ti +uo,rZ„ S�� `3 Ir,o 5 o tie, 1. 4,��QF_SV Il • I i Please Complete Each Question--Indicate N.A. if not applicable A. Site Description Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ❑Urban Olndustrial OCommercial ❑Residential(suburban) l3KUral (non-farm) ❑Forest ❑Agriculture OOther 2. Total acreage of project area: 17 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION or Brushland (Non-agricultural) acres Forested acres Agricultural (includes orchards, cropland, pasture acres acres, etc.) acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) acres acres Water Surface Area acres Unvegetated (Rock, earth or fill) acres acres acres Roads, buildings and other paved surfaces acres acres acres Other (Indicate type) acres acres 3. What is predominant 5011 tt'pe(s) on project site? a. Soil drainage: Well drained % of site 13Moderately well drained %0 of site ❑Poorly drained % c>f site ' b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through •I of the NYS Land Classification System? acres. (See 1 NYCRR�3770). 4. Are there bedrock outcroppings on project sited OYes 112 + ' a. What is depth to bedrock? (in feet) . 2 : •5. Approximate percentage of pro �d project site with slopes: Ct 4 00% % 010-15% 1115% or greater _ % 6. is project substantially contiguous.to,.or coin a building, site, or district, listed on the State or the National Registers of Historic Places? OYes QNo 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? OYes 1(No 8. What is the depth of the water table? .�Q,_(in feet) 9. Is site located over a primary, principal, or sole source aquifer? OYes ONo 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? OYes ONo 11. Does project site contain any .species of plant or animal life that is identified as threatened or endangered? OYes Clo According to identify each species 12. Are there any uniq or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) OYes tNo Describe 13. is the project site resently used by the community or neighborhood as an open space or recreation area? Oyes l 1 0 If yes, explain 14. Does the present site include scenic views known to be important to the community? OYes WNo 15. Streams within or contiguous to project area: a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name b. Size (in acres) 17. is the site served by existing public utilities? OYes WO a) If Yes, does sufficient capacity exist to allow connection? Wes ONo b) If Yes, will improvements be necessary to allow connection? OYes ;SLNo 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? Dyes ONo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? OYes ONo 20. Has the site ever been used for the disposal of solid or hazardous wastes? OYes ?11110 B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or cont oiled by project sponsor Disr acres. b. Project acreage to be developed: acres initially; acres ultimately. c. Project acreage to remain undeveloped ___ acres. d. Length of project, in miles: (If appropriate) e. if the project is an expansion, indicate percent of expansion proposed 'vA f. Number of off-street parking spaces existing AIA , proposed g. Maximum vehicular trips generated per hour (upon completion of project)? h. If residential: Number and type of housing units: Initially One family Two Family Multiple family Condominium Ultimately i. Dimensions (in feet) of largest proposed structure height; width; length_ j. Linear feet of frontage along a public thoroughfare project will occupy is? ft. 3 . '2: How much natural material rock, earth, etc.) will be removed fror a site? _ tonslcubic yards 3. Will disturbed areas be reclaimed? OYes ONo L�(l;�l/A 'a. if yes, for what intend,: purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? Dyes ONo c. Will upper subsoil be stockpiled for reclamation? Dyes ❑No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? . N acres. S. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? Dyes ONo 6. If single phase project: Anticipated period of construction months, (including demolition), 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of commencement phase 1 _T month year, (including demolition). C. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? Dyes ONo B. Will blasting occur during construction? Dyes No 9. Number of jobs generated: during construction ; after project is complete 10. Number of jobs eliminated by this project 11. Will project require relocation of any projects or facilities? Dyes O<0 If yes, explain 12. .Is surface liquid waste disposal involved? Oyes 2TNo a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? Dyes o Type 14. Will surface area of an existing water body increase or decrease by proposal? Dyes o �O Explain 15. Is project or any portion of project located in a 100 year flood plain? ❑Yes CNo 16. Will the project generate solid waste? Dyes ONo a. If yes, what is the amount per month tons b. If yes, will an existing solid waste facility be used? Dyes ONo c. If yes, give name j location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes ONo e. If Yes, explain 17. Will the project involve the disposal of solid waste? Dyes LTNo a. If yes, what' is the anticipated rate of disposals' —� tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? -DYes (0 0 19. Will project routinely produce odors (more than one hour per day)? Dyes No 20. Will project produce operating; noise exceeding the local ambient noise levels? Oyes ONo 21. Will project result in an increase in energy use? Dyes 090 If yes , indicate type(s) .� 22. If water supply is from wells, indicate purrhing capacity !y 1� gallons minute. 23. .Total anticipated'water usage per clay --�—gallons/day. 24. Does project involve Local, State or Federal funding? Dyes [.}O_ 0 If Yes, explain 4 r .. _ ..rM.�:-.Mh;.•�.}-.,.tir.+MCJ.-••+.iflMi�V�l1 2S. Approvals Required: Submittal ype Date City, Town, Village Board Dyes ON. City, Town, Village Planning Board Dyes ONO City, Town Zoning Board ❑Yes ONO City, County Health Department ❑Yes ONO Other Local Agencies ❑Yes ONO Other Regional Agencies Oyes ONO State Agencies OYes ONO Federal Agencies ©Yes ONO C. Zoning and Planning Information 1. Does proposed action involve a planning o zoning decision? ❑Yes ONO If Yes, indicate decision required: ❑zoning amendment ❑zoning variance ❑special use permit Osubdivision ❑site plan Onew/revision of master plan ❑resource management plan Oother 2. What is the zoning classification(s)of the site? 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? , ri C 5. What is the maximum potential development of the site if developed as permitted by the ,proposed zoning? C.R� C6, is the proposed action consistent with the recommended uses in adopted local land use plans? es ONo 7. What are the predominant land use(s) and zoning classifications within a '/4 mile radius of proposed action? � 1111 8. Is the proposed action compatible with adjoining/surrounding land uses within a '/ mile? ,�,,/ t�r.es ❑tio 4. if the proposed action is the subdivision of land, how many lots are roposed2 a. What is the minimum lot size proposed? t;.o s 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? Oyes Ly'1.,� . o 11. Will the proposed action create demand for any community provided services (recreation, education, police, fire protection)? Oyes O a. If yes, is existing capacity sufficient to handle projected demand? Dyes ONO 12. 'Will the proposed action result in the generation of traffic significantly above present levels? Oyes a. if yes, is the existing road network adequate to handle the additional traffic? Oyes ONO D. Informational Details Attach any additional,information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the informa ' n provide I ab r is true to he best of ply knowled,e. Applicant/Spons Ni e Signature / Date 4-V-C r Title If the action is in the Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 5 Part 2—PROJECT IMPACTS AND THEW '7AGNITUDE Responsibility of Lead Agency General Information (Read.Carefully) • .In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. • Identifying that an impact will be potentially large (column 2) does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further, • The Examples provided are to assist the.reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. • The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. • The number of examples.per question does not indicate the importance of each question. • In identifying impacts, consider long term, short term and cumlative effects. Instructions (Read carefully) a. Answer each of the 19 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. c. If answering Yes to a question then check the appropriate box (column 1 or 2) to indicate the potential size of the impact_ If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example, check column 1. d. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. e. If a potentially large impact checked in column 2 can be mitigated by change(s) in the project to a small to moderate impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 r Small to Potential Can Impact Be IMPACT ON LAND Moderate Large Mitigated By 1. Will the proposed action result in a physical change to the project site? Impact Impact Project Change ONO DYES Examples that would apply to column 2 a Any construction on slopes of 15% or greater, (15 foot rise per 100 ❑ ❑ ❑Yes ❑No foot of length), or where the general slopes in the project area exceed 10%. Construction on land where the depth to the water table is less than ❑ ❑ ❑Yes []No 3 feet. • Construction of paved parking area for 1,000 or more vehicles. ❑ ❑ ❑Yes ❑No • Construction on land where bedrock is exposed or generally within ❑ ❑ ❑Yes []No 3 feet of existing ground surface. • Construction that will continue for more than 1 year or involve more ❑ ❑ ❑Yes []No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 ❑ ❑ ❑Yes []No tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill, ❑ ❑ ❑Yes ❑No • Construction in a designated floociway. ❑ ❑ ❑Yes ❑No • Other impacts ❑ ❑ El Yes []No 2. Will there be an effect tc. ..,,y u;.--(JUe or unusual land forms found on the site?(i.e., cliffs, dunes, geological formations, etc.)ONO DYES • Specific land forms: � ❑ ❑Yes ❑No 6 ".:ottiti:.et::csro-.,.,....... ,. ... ..... .,. ,f•:r:e�.t �.tr�� .crc�.x�..'arafbti9li'ian.�we+eiF i 2 3 IMPACT.ON WATER Small to Potential Can Impact Be Moderate Large Mitigated By 3. Will proposed action affect any water body designated as protected? Impact Impact Project Change (Under Articles 15,24.25 of the Environmental Conservation Law, ECL) ONO OYES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ Dyes []No • Dredging more than 100 cubic yards of material from channel of a ❑ ❑ ❑Yes ONO protected stream. • Extension of utility distribution facilities through a protected water body. ❑ ❑ ❑Yes ONO • Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ []Yes ❑No 4. Will proposed action affect any non-protected existing or new body of water? ONO ❑YES Examples that would apply to column 2 • A 10% increase or decrease in the surface area of any body of water ❑ ❑ ❑Yes ONO or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface area. ❑ ❑ ❑Yes ONO • Other impacts: ❑ ❑ ❑Yes ONO 5. Will Proposed Action affect surface or groundwater quality or quantity? ONO OYES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ Dyes ❑No C • Proposed Action requires use of a source of water that does not ❑ ❑ ❑Yes ONO have approval to serve proposed (project) action. • Proposed Action requires water supply from wells with greater than 45 ❑ ❑ []Yes ONO gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes ONO supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ONO Liquid effluentwill be conveye.J off the site to facilities which presently ❑ ❑ ❑tYes ONO do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per ❑ ❑ ❑Yes ❑No day. • Proposed Action will likely cause siltation or other discharge into an ❑ ❑ ❑Yes ❑No existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or chemical. ❑ ❑ ❑Yes ONO products greater than 1,100 gallons. • Proposed Action will allow residential uses in'areas without water ❑ ❑ Dyes ONO and/or sewer services. • Proposed Action locates commercial andlor industrial uses which may ❑ ❑ Dyes ❑No require new or expansion of existing waste treatment andlor storage facilities. • Other impacts: v ❑ ❑ ❑Yes ❑No 6. Will proposed action alter drainage flow or patterns, or surface water runoff? ONO OYES Examples that would apply to column 2 • Proposed Action would change flood water flows. ❑ ❑ ❑Yes ❑No. -':ay,awi.. ....- ... .. s++CY:3t'iakL3Xr:.aLi�.�aiw�e:•wv .,.ri� .d.L: :+t7iQi�,1�.'•.°�I����....e. 1 2 3 ormali to Potential Can Impact Be Moderate'' Large 'Mitigated By Impact Impact Project Change • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes ❑No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AIR 7. Will proposed action affect air quality? ONO ❑YES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any given ❑ ❑ ❑Yes ❑No hour. • Proposed Action will result in the incineration of more than 1 ton of ❑ ❑ ❑Yes ❑No refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a ❑ ❑ ❑Yes ❑No heat source producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed ❑ ❑ ❑Yes ❑No to industrial use. • Proposed action will allow an increase in the density of industrial ❑ ❑ CYes ❑No development within existing industrial areas. • Other impacts: d ❑ ❑Yes ❑No IMPACT ON PLANTS AND ANIMALS 8, Will Proposed Action affect any threatened or endangered species? ONO .OYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or Federal ❑ ❑ ❑Yes ❑No list, using the site, over or near site or found on the site. • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ ❑Yes ❑No .• Application of pesticide or herbicide more than twice a year, other ❑ ❑ ❑Yes ❑No than for agricultural purposes. • Other impacts: ❑ ❑ ❑Yes ❑No 9. Will Proposed Action substantially affect non-threatened or non-endangered species? ONO OYES Examples that would apply to column 2 • Proposed .Action would substantially interfere with any resident or ❑ ❑ ❑Yes ❑No migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more . than 10 acres ❑ ❑ Yes ❑No of mature forest (over 100 years of age) or other locally important vegetation. IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will the Proposed Action affect agricultural land resources? LINO OYES Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural ❑ ❑ ❑Yes ❑No land (includes cropland, hayfields.'pasture, vineyard, orchard, etc.) 8 3 Small to-, Potential Can Impact Be Moderate Large 'Witigated By Impact Impact Project Change • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes []No agricultural land. • The proposed action would irreversibly convert more than 10 acres ❑ ❑ []Yes ❑No of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural ❑ ❑ []Yes []No land management systems(e.g., subsurface drain lines, outlet ditches, strip cropping); or create a need for such measures (e.g. cause a farm field to drain poorly due to increased runoff) • Other impacts: ❑ ❑ ❑Yes []No IMPACT ON AESTHETIC RESOURCES 11 . Will proposed action affect aesthetic resources? t1 O DYES (If necessary, use the Visual EAF.Addendum in Section 617.21, Appendix B.) Examples that would apply to column 2 • Proposed land uses, or project components obviously different from ❑ ❑ []Yes ❑No or in sharp contrast to current surrounding land use patterns, whether man-made or natural. • Proposed land uses, or project components visible to users of ❑ ❑ []Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. , • Project components that will result in the.elimination or significant ❑ ❑ []Yes ❑No screening of scenic views known to be important to the area. • Other impacts: ❑ O ❑Yes ❑No IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of ,hJ' (brie, pre- historic or paleontological importance? MO DYES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or substantially ❑ ❑ []Yes ❑No contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within the ❑ ❑ ❑Yes, ❑No project site. • Proposed Action will occur in an area designated as sensitive for ❑ ❑ ❑Yes ❑No archaeological sites on the NYS Site Inventory. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT'ON OPEN SPACE AND RECREATION 13. Will Proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? Examples that would apply to column 2 9KI0. DYES • The permanent foreclosure of a future recreational Opportunity. ❑ ❑ ❑Yes []No • A major reduction of an open space important to the community. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 9 IMPACT ON TRANSPORTATION 2 3Small to Potential Can Impact Be 14. Will there be an effect to existing transportation sy ? Moderate Large ,Mitigated By 2 ❑YES Impact Impact Project Change Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or goods. ❑ ❑ ❑Yes ❑No • Proposed Action will result in major traffic problems. ❑ ❑ ❑Yes []No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON ENERGY 15. Will proposed action affect the Community's sourcce54f fuel or energy supply? &NO DYES Examples that would apply to column 2 - • Proposed Action will cause a greater than 5% increase in the use of ❑ ❑ ❑Yes ❑No any form of energy in the municipality. • Proposed Action will require the creation or extension of an energy ❑ ❑ ❑Yes ❑No transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ ❑Yes ❑No NOISE AND ODOR IMPACTS 16. Will there be objectionable odors, noise, or vibratio5n 4s a result of the Proposed Action? - IfNO DYES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital, school or other sensitive ❑ ❑ El Yes ❑No facility. • Odors will occur routinely (more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the local ❑ ❑ []Yes ❑No ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a 1 ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ 13Yes ❑No IMPACT ON PUBLIC HEALTH 17, Will Proposed Action affect public health and safety? 1�NO OYES Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ❑ ❑ ❑Yes• ❑No substances(i.e.oil, pesticides, chemicals, radiation, etc.)in the event of accident or upset conditions, or there may be a chronic low level. discharge or emission. • Proposed.Action may result in the burial of"hazardous wastes" in any ❑ ❑ ❑Yes ❑No form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) • Storage facilities for one,million or more gallons of lirluified natural ❑ ❑ ❑Yes ❑No gas or other flammable liquids. • Proposed action -may result in the excavation or other disturbance ❑ ❑ ❑Yes ❑NO within 2,000 feet of a site used for the disposal of solid or hazardous waste. F • Other impacts: ❑ ❑ ❑Yes ❑No 10 1 2 3 IMPACT ON GROWTH AND CHARACTER Small to" Potential Can Impact Be OF COMMUNITY OR NEIGHBORHOOD Moderate Large Mitigated By 18. Will proposed action affect the character of the existinng P�imunity? Impact Impact Project Change LdTNO OYES Examples that would apply to column 2 i • The permanent population of the city, town or village in which the ❑ ❑ ❑Yes ❑No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating services ❑ ❑ []Yes ❑No will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. ❑ ❑ ❑Yes El No • Proposed action will cause a change in the density of land use. ❑ ❑ ❑Yes ❑No • Proposed Action will replace or eliminate existing facilities, structures ❑ ❑ ❑Yes []No, or areas of historic importance to the community. • Development will create a demand for additional community services ❑ ❑Yes []No (e.g. schools, police and fire, etc.) 4 Proposed Action will set an important precedent for future projects. ❑ ❑ []Yes []No • Proposed Action will create or eliminate employment. ❑ ❑ ❑Yes ❑No 0 Other impacts: ❑ ❑ El Yes []No 19. Is there, or is there likely to be, public controversy related to potential adverse environmental impacts? ❑NO EYES If Any Action in-Part 2 Is Identified as a Potential large Impact or If You Cannot Determine the Magnitude of Impact, Proceed to Part 3 Part 3—EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared if one or more impact(s) is considered to be potentially large, even.if the impact(s) may be mitigated. Instructions Discuss the following for each impact identified in Column 2 of Part 2: 1. Briefly describe the impact. 2. Describe(if applicable)how the im{)act could be mitigated or reduced to it small to moderate impact by project change(s). 3. Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: • The probability of the impact occurring • The duration of the impact 0 Its irreversibility, including permanently lost resources of value • Whether the impact can or will be controlled • The regional consequence of the impact • Its potential divergence from local needs and goals • Whether known objections to the project relate to this impact. (Continue on attachments) P111 rr [G BQ R D TU: -0 SOU ;SOLD Southold, N.Y. 11971 {516) 765-1938 QUESTIONNAIRE TO BE COMPLETED AND SUBMITTED WITH YOUR APPLICATIONS FORMS TO THE PLANNING BOARD Please complete, sign and return to the Office of the Planning Board with your completed applications forms. If your answer- to any of the following questions is yes, please indicate these on your guaranteed survey or submit other appropriate evidence: 1. Are there any wetland grasses on this parcel? (Yell No (Attached is a list of the wetland grasses defined by the Town Code, Chapter 97, for your reference) 2. Are there any other premises under your ownership abutting this parcel? Yes N-o 3. Are there any building permits pending on this parcel? Yes 4. Are there any other applications pending concerning this property before any other � department or .agency? (Town , State, County, etc. ) Yes ¢�o) S. Is there any application pending before any other agency with regard to a different project on this parcel? Yes Q 6. Was this property the subject of any prior application to the Planning .Board? Yes No 7. Does this property have a valid certificate of -occupancy, if yes please submit..a copy of same Yes No I certify that the above statements are true and will be relied on by the Planning Board in considering this application. Signature of property owner or authorized agent e ' <4 MRIW?(•^.iwklR Z.-:v<•i?..ur...vl .. .•.�.:.... ....,.!•.� ..... .,..i.aoF��:..'iw:.[i}2�Y�v«aw-.%•A.�.c..i..:i'wMo�::,•� Attachment to questionnaire for:.-the Planning Board STATE OF NEW YORK, COUNTY OF SUFFOLK, ss: On the day of 19gr before me personally came (.� to me known to be the individual described in-and who executed the foregoing instrument, ' and acknowledged thatJ41'44- execute the same. Not 6Pubric JOYCE M.WILKINS _ Notary Public,State of New York No.4952246,Suffolk Cou Term Expires June 12,1u I .: "'.R:v,.;o:'r•.:.:r,.. ... .av:..;.n...... .,.•.. .,. -._..:. �ri..a_xYtti.:.i.:r:�li.LisiN'�s'ei+x' APPLICATION FOR APPROVAL OF PLAT To the Planning Board of the Town of Southold: The undersigned applicant hereby applies for (tentative) (final) approval of a subdivision plat in accordance with Article 16 of the Town Law and the Rules and Regulations of the Southold Town Planning Board, and represents and states as follows: 1. The applicant is the owner of record of the land under application. (If the applicant is not the owner of record of the land under application, the applicant shall state his interest in said land under application.) 2. The name of the subdivision is to be .G�?Q :��... •-`! '!`?.�—.-... :rS-..C � S.': 3. The entire land under application is described in Schedule "A" hereto annexed. (Copy of deed suggested.) 4. The land is held by the applicant under deeds recorded in Suffolk County Clerk's office as follows; 2, r Liber .:-!. .�.......... Page ..... ..... ... On ..... ................. ; Liber . ....................... Page ... .............. ..... On .................... ...Liber ........................ Page On ....:................. : Liber . ....................... Page ............. ......... On Liber ........................ Page ..... .... .. .. .... ..... On ......... .......... ... ; as devised under the Last Will and Testament of . .. .................................... oras distributee .....:............. ...... ........ ....... ... ......................... • ••••...•• . S. The area of the land is ....�04�.t....... acres. 6. All taxes which are liens on the'land at the (late hereof have been paid except ............ . .. .... .......... ............................... . . . ...... .. .. .... .. ... . .. .... .................. 7. The land is encumbered by . .......... .... .. ........ .. ........ .. .... .............. ..... ... mortgage (s) as follows: (a) Mortgage recorded in Liber ... ... ... ... Page ..... .... . ... ..... in original amount of $. . . .. .. ....... unpaid amount $ ..... . . . . . .. ... . .. .. . held by . . ... ........ .. ..... .. address ............ . . .. .. . . .. .... .. .... .. ... . .. .... .. ................... (b) Mortgage recorded in Liber .... ... .. Page ... .. .... .... ....... ... in original amount ` of ...... . ...... . unpaid amount $. ..... . . ... .. .. . ... ... held by ............. ......... .............. address ................. .. .. .... .. . . .. .. ........ .. .................... �e (c) Mortgage recorded in Liber .............. Page in original amount of .............. unpaid amount $...... .....:............ held by . ...................... ...................... address ....:.................. 8. There are no other encumbrances or liens against the land except . ....................... nn . . 9, The land lies in the following zoning use districts ..1�.@, .LQ:�. .5.1.�1:�....,....., .......1.... �.e .................. ...... ..................................... 10. No part of the land lies under water whether tide water, stream, pond water or otherwise, ex- cept .....0`7:S.....S., .................................... 11. The applicant shall at his expense install all required public improvements. 12. The lan ( oes P (does not) lie in a Water District or`Water Supply District. ?Name of Dis- trict, `1�?� -.. ... ..cam .q.g cs?? aQ l� _........ trict, if within a District, is ... 1 p, 13. Water mains will be laid by . .,. „_..........•........•... and (a) (no) charge will be made for installing said mains. 14. Electric lines and standards will be installed by A'�C? It • .,QWI!VL� ... •••• •• •••••••••••......... . and (a) (no) charge will be made for installing said lines. 15. Gas mains will be installed by and (a) (no) charge will be made for•installing said mains.. 16. If streets shown on the plat are claimed by the applicant to be existing public streets in the Suffolk County Highway system, annex Schedule "'LB" hereto, to show same. 17. If streets shorn on the plat are claimed by the applicant to be existing Public streets in the Town of Southold Highway system, annex Schedule "C" hereto to show same. 18. There are no existing buildings or structures on the land which are not located and shown on the plat. i 19. Where the plat shows proposed streets which are extensions of streets on adjoining sub- division maps heretofore filed. there are no reserve strips at the crtd of the streets on sal<l Fxisting maps at flieir conjunctions with the proposed streets. , 20. Iu the Course of these proceedings, the applica 335 of the heal Property Law. nni will offer proof of title as required by Sec. 21. Submit a copy of proposed (Iced for lots showing Schedule ..tit restrictions, covenants, etc. Annex "D". r 22. The applicant estimates that the cost of grading and required public improvements will be $.......... as itemized in Schedule "E" hereto annexed and requests that the maturity of the Performance Bond be fixed at ............ .. years. The Performance Bond will be written by a licensed surety company unless otherwise shown on Schedule "F". DATE .i Ci. 2.fJ................ 19:{ a. -�..��.�. e4.� ........ • (Name of Applicant) By ........... ................................. (Signature and Title) Ail (Address) STATE OF NEW YORK, COUNTY OF .... ... ......... .... .. .. ss- On the ..v�1.�....... day of... ........ ..., 19.9 before me personally came cf! ........... to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that . '1ti4- ... executed the same. JOYCE M.MKINS Notary Public,State of New Yale No..4952240,Suffolk Cou Term Expires June 12,18t � Notary iic STATE OF NEW YORK,COUNTY OF ... ..... ... ................ . ss: On the . ...... ......... day . .... ....... of . .. . . .......... I9....... before me personally came .. . . . .. . .................to me known, who being by me duly sworn did de- pose and.say that ............ resides at No. ..... .... .. .. .. . ... .. .... .. .... ..................... ....... ....:that . ........ ........ .... ..... is the ..... .. ... .............. .... . of ......... ...... ............ .. .. ...... .. .... ... . ........ ..... ......... ..... the corporation described in and .viiieli executed the foregoing instrument; that . .. ......... knows the scat.of said corporation; that the seal affixed by order of the board of directors of said corporation. and that . . .. . .. .. . . . signed ........... ... name thereto by like order. N . .. .. .... . .... . ....... Notary Publie ........... SUFFOL,K COUNTY CLERKS OF Edward P. Romp i r;;,' ,,COUNTY CLEIt F j lt C E Town of Southold'Assessors ✓Town of Southold Planning Board Chief Deputy County Treasurer TO WHOM THIS MAY CONCERN The Set-off Minor Subdivisio Major Subdivision Map of: Nn Vie. I�e.tSoN Was Filed: J Wjt S, iqq� SCTM#: 1000. File #: , 1002-S Abstract#: f 32 to Township: Southold Hamlet: retoport Owner: abovz, Very Irltly yours, Covnly Clerk M.7lt Dep�rf►ne,�t 1 r, EPLAUNTN71rNLG1)8TQ0AWR0 ta.rv:elr. S:cl�nat�Hio�i Y'Vilhont a Cover Letter Sender: Pit. Nelson Subject: �nn MGL rie. Nds6n Chec,t If) a'q,,,' SC,Tm#: i 000- 4/5--(,_9 Dale: ("j51 9 7 (.'onunrnds: Pt P fees - 46000 JIJN 5 am D SOUTHOLD TOWN PLANNING BOARD . E M R Ico 11832 PC 732 Number of pages 97 MM Y 2 6 PH 3:2 6 TORRENS 0 Serial# SUFFOLti C0(1riTYt Certificate# Prior Ctf.# F rtgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps GEES Mortgage AM 1. Basic Tax 2. Additional Tax ---- Sub Total - 17(County) Sub Total SfMJAssiL EA-5217(State) or R.P.T.S.A. Spec./Add. _ /S �/ ' ; TOT.MTG.TAX _ Comm of Ed. Dual Town _ _Dual Count• Affidavit 1 leld For Apportionment _. • •1Traosfcr Tax Cc rtifi ed Copy `j/ �.."�o �� Mansion Tax Reg.Copy Il,e property covered by this mortgage is or will be improved by a one or two family Other Sub Total cif dwelling only. u YES or NO GRAND TOTAL / If NO,see appropriate,tax clause on page# of this instrument. Real!Property Tax Service Agency Ve tS .` ,�::�• rification •Citic Gpnpany Information cYxrrrr Dist. Section Block Lot - ��'' too a • 9� 0600 Company Name InitiaLs ride Number 4,,N+DA .M PC ;=QB FEE PAID BY: /F '204'Vd r Cash.__Check Charge Q �'�V Payer same as R&R / d 0j c / (or if different) /III/$/2,fjl ;tq'0 N /�7o I NAME: ADDRESS: RECORD&RETURN TO (ADDRESS) 9 Suffolk County Recording & Endorsement Page This page forms part of the attached L C-'/(17/ /on nC"� n -t�v` n (SPECIFYTYPE-UFINSTRUMEAIAI NI' made by: ��/`SU'`•/ The premises herein is situated in SUFFOLK COUNTY,NEW YORK. In the Township of jCtez? ve4o In the VILLA01'.SOUTHOLD TOWN or HAMLET of (�n A 0,'U- ` BOXES 5 THRU 9 MUST N I OARD LACK INK ONI.Y PRIOR TO RECORDING OR FILING. LINDA M. DIETERICH P,z,. /its ATTORNEY AT LAW 546 ROANOKE AVENUE,POST OFFICE BOX 903,RIVERHEAD,NY 11901 TEL(516)369-3311 FAX(516)727-3576 E-MAIL lindalegal@aol.com May 29, 1997 Melissa Spiro, Planner Southold Town 53095 Main Road Post Office Box 1179 Southold, New York 11971 re: Proposed minor subdivision for Ann Marie Nelson SCTM#1000-45-6-9 Dear Melissa: Please find enclosed a certified copy of the Southold Town Covenants and Restrictions for the above-referenced matter. If you are in need of further information, please c act me at (516) 369-3311. Ve ruly yours, � r CUB'. n a M. Dieterich, Esq. LMD:Ibs encl. MAY 0 1997 RlUJNING HOARD Southold Town Planning Board 5 May 12, 1997 Ayes: Mr. Orlowski, Mr. Ward, Mr. Latham, Mr. Edwards, Mr. Cremers. Mr. Orlowski: Opposed? Motion carried. (Chairman endorsed surveys.) Mr. Orlowski: Ann Marie Nelson - This minor subdivision is for 4 lots on 12.1 acres located on the west side of North St. in Greenport. SCTM# 1000-45-6- 9. Are there any comments while the hearing is still open? Pat Nelson: I'm her grandson. I have the receipts where I notified my neighbors and the affidavit that I posted the sign, that Melissa told me I was supposed to hand over. One person didn't answer back. Mr. Orlowski: OK. Any other comments on this from anyone? Darlene Duffy: My husband owns the property that abuts where the subdivision is going to be. My only concern is, I have other neighbors, who, their septic systems are leaching Into that meadow. So, my concern Is where their septic systems are located? is there any way you can force them to hook into the Greenport sewer system? Mr. Orlowski: That would be the Health Department. Ms. Duffy: That's what everybody says to me. I don't care if they build the house, that's fine, but we have a real leaching problem going Into the wetlands there and I'm trying to address It with neighbors on the other side of the meadow, so we're just a little concerned about that, because I know It's a clay bank there. It's been an ongoing problem. I'll address it with the Health Department. Mr. Orlowski: ...any application for a building permit. Mr. Nelson: I believe I can add to that, If you like. We had a,soli test done and .there isn't any clay, it's silty loam down to 17 feet. The Greenport sewer system runs.down to Linnet St. There Is a village moratorium on present day sewer hook up. We have letters from the village that says when that moratorium is lifted the people who buy the property will have to hook up the sewer system. All we're doing is selling unapproved lots. You can get the sketch plans from the Health Department in Riverhead. And they have them here too which have the outline of the septic systems on. Ms. Duffy: OK, but you get what I'm.,, Southold Town Planning Board 6 May 12, 1997 Mr. Nelson: Yeah, I understand your concern, sure. Mr. Orlowski: Thank you. Any other comments? I'll entertain a motion to close the hearing. Mr. Cremers: So moved. Mr. Latham: Second. Mr. Orlowski: Motion made and seconded. All those in favor? Ayes: Mr. Orlowski, Mr. Ward, Mr. Latham, Mr. Edwards, Mr. Cremers. Mr. Orlowski: Opposed? Motion carried. What's the pleasure of the Board? Mr. ard: Mr. Chairman, I'd like to'offer the following resolution. WHERE A Ann Marie Nelson is the owner of the property known and designate s SCTM# 1000-45-6-9, located on the west side of Ninth St. in Greenport; a WHEREAS, this pr osed minor subdivision is for 4 lots on 12.1 acres; and WHEREAS, the Southo Town Planning Board, pursuant to the State Environmental Quality R iew Act, (Article 8), Part 617, declared Itself lead agency and Issued a Negat a Declaration on January 29, 1996; and WHEREAS, the Town's Engineed Inspector has reviewed the site, and In a report dated February 7, 1996, w ch was adopted by the Planning Board, noted that any work require within the Town right-of-way necessary to provide suitable access for Individu driveways will be the responsibility of the individual lot owners; and WHEREAS, a final public hearing was closed said subdivision application at the Town Hall, Southold, New York on.May 12, 997; and WHEREAS, the Southold Town Planning Board, pur ant to Chapter 58, Notice of Public Hearing, has received affidavits that a applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Subdivision Regulatl s of the Town of Southold will be met upon fulfillment of the conditions; be I therefore PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. Town Hall,53096 Main Road Chairman i ti Y P.O.Box 1179 WILLIAM J.CREMERS O Southold,New York 11971 KENNETH L.EDWARDS ayifJ 0�.:v Fax(516)765-3136 GEORGE RITCHIE LA.THA.M,JR. ��� � `�►�V r Telephone(516) 765-1938 RICHARD G.WARD PLANNING BOARD OFFICE May 13, 1997 TOWN OF SOUTHOLD Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following took place at a meeting of the Southold Town Planning Board on Monday, May 12, 1997: The final public hearing, which was originally held on March 31, 1997, but was re-advertised for May 12, 1997 due to incomplete notification of the March 31 st hearing,was closed. The following resolution was adopted: WHEREAS, Ann Marie Nelson is the owner of the property known and designated as SCTM# 1000-45-6-9, located on the west side of Ninth St. in Greenport; and WHEREAS, this proposed minor subdivision is for 4 lots on 12.1 acres; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on January 29, 1996; and WHEREAS, the Town's Engineering Inspector has reviewed the site, and in a report dated February 7, 1996, which was adopted by the Planning Page 2 Minor subdivision for Nelson May 13, 1997 Board, noted that any work required within the Town'right-of-way necessary to provide suitable access for individual driveways will be the responsibility-of the individual lot owners; and WHEREAS, a final public hearing was closed on said subdivision application at the Town Hall, Southold, New York on May 12, 1997; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Subdivision Regulations of the Town of Southold will be met upon fulfillment of the conditions; be it therefore RESOLVED, that the Southold Town Planning Board grant conditional final approval on the surveys dated August 26, 1996, and authorize the Chairman to endorse the final surveys subject-to fulfillment of the following conditions. All conditions must be met within six (6) months of the date of this resolution: 1. The draft Declaration of Covenants and Restrictions containing the requirements of the Planning Board, has been approved by the Planning Board. The Declaration must be filed in the County Clerk's Office and a copy of the recorded Declaration must be submitted to this office. The liber and page number of the recorded document must be noted on the final surveys. 2. Five (5) paper prints and two (2) mylars of the final map, ail containing a valid stamp of Health Department approval and the liber and page number of the recorded Declaration of Covenants and Restrictions must be submitted. 3. The park and playground fee in the amount of$6,000.00 ($2000 per vacant lot) must be submitted. Please contact this office if there are any questions regarding the above. Sincerely, Bennett Orlowski, Jr. *S' Chairman •BUILDING DEPARTMENT • TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 1420 NINTH STREET GREENPORT N.Y. number 4 street mun c pality SUBDIVISION MAP NO. LOT(s) NAME OF OWNER (s) ANN MARIE NELSON OCCUPANCY SINGLE FAMILY DWELLING type , owner-tenant ADMITTED BY: PATRICK NELSON ACCOMPANIED BY: SAME KEY AVAILABLY- SUFF.EO77TAX MAP NO. 1000-45-6-9 SOURCE OF REQUEST: AM MARIE NELSON DATE: DEC. 12, 1995 DWELLING: MAIN HOUSE TYPE OF CONSTRUCTION WOOD FRAME # STORIES 2 # EXITS 5 FOUNDATION CEMENT BLOCK-S BRICK. CELLAR PART CRAWL SPACE PART TOTAL ROOMS: 1ST FLR. 6 2NU FLR. •4 3RD FLR. BATHROOM (a) . 3 TOILET ROOM (a) UTILITY ROOK PORCH TYPE DECK, TYPE ACCY WOOD PATIO FLAGSTONE BREEZEWAY FIREPLACE 2 GARAGE DOMESTIC HOTWATBR %X TYPE HEATER OIL AIRCONDITIONING TYPE BEAT OIL WARM AIR HOTWATER xx OTHER: SHOWER ROOM WITH SAUNA, PANTRY - REAR MUD ROOM ACCESSORY STRUCTURES: ** GARAGE, TYPE OF CONST. STORAGE, TYPE CONST. SWIMMING POOL , GUEST, TYPE CONST. OTHER: VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION S BUILDING CODE 'Y-Y LOCATION DESCRIPTION ART. SEC. ** 2 WOOD FRAME STORAGE SHEDS ( SMALL ) #9'6 11 ACCESSORY 171/2 CAR WOOD FRAME GARAGE WITH LOFT, ELECTRIC AND SMOKE HOUSE - #8 1 WOOD FRANK BOAT HOUSE -NON-HABITABLE - #10 WOOD FRAME 2 CAR GARAGE WITH WALKIN REFRIGERATORS AND TWO ROOMS ABOVE WITH BATH - #3 I WOOD FRAME COTTAGE, FOUR ROOKS, BATH & GARAGE - #4 THREE STORAGE SHEDS WOOD - #6, 7, 6 12 1 WOOD BARN - #5 .(SEE ATTACHED SURVEY FOR BUILDING LOCATIONS REMARKS: OCCUPANCIES VERIFIED BY SWORN AFFIDAVITS. INSPECTED BY DATE OF INSPECTION JAN. 17, 1996 OH9 M. BOUFIS TIME START .9:30 AM END 12:30 AN UILDING DEPARTMENT • WN OF SOUTUOLD, HOUSING CODE. INSPECTION REPORT LOCATION: 1420 NINTH STREET GREENPORT N.Y. number & street municipality SUBDIVISION NAP NO. LOT(s) HARE OF OWNER (s) ANN MARIE NELSON OCCUPANCY type owner-tenant ADMITTED BY: PATRICK NELSON ACCOMPANIED BY: SANE KEY AVAILABLY-- SUFF.CO. TAX MAP NO. SOURCE OF REQUEST: ANN MARIE NELSON DATE: DEC. 12, 1995 GUEST COTTAGE - ITEM !2 TYPE OF CONSTRUCTION WOOD FRANK ! STORIES 1-1/2 ! EXITS 2 FOUNDATION BRICK CELLAR PART CRAWL SPACE • PART TOTAL ROOMS: 1ST FLR. 2 2NO FLR. 2 3RD FLR. BATHROOM (s) ONE TOILET ROOM (a) UTILITY ROOM PORCH TYPE vurnrr rnvxxxn DECK, TYPE PATIO BREEZEWAY FIREPLACE GARAGE DOMESTIC HOTWATER YES TYPE HEATER OIL AIRCONDITIONING TYPE HEAT OIL WARM AIR HOTWATER %% OTHER: ACCESSORY STRUCTURES: GARAGE, TYPE OF CONST. STORAGE, TYPE CONST. SWIMMING POOL , GUEST, TYPE CONST. OTHER: VIOLATIONS: CHAPTER 45 N.Y_ STATE UNIFORM FIRE PREVENTION 6 BUILDING CODE LOCATION DESCRIPTION ART. SEC. REMARKS; OCCUPANCIES VERIFIED BY SWORN AFFIDAVITS. J ' INSPECTED BY DATE OF INSPECTION JAM. 17, 1996 JO i M. BOUFIS TIME START 9:30 AM END 12:30 AN i � � o v li 1 t PLANNING BOARD MEMBERS :;'y. �G , � y�� Town Hall, 53095 Main Road BENNETT ORLOWSHI,JR. ` y 2 P.O.Box 1179 Chairman y n� Southold,New York 11971 WILLIAM J.CREMERS y �� Fax(516)765-3136 KENNETH L.EDWARDS ���! ��� Telephone(516) 765-1938 GEORGE RITCHIE LATH",JR. x- RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 22, 1997 Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 RE: Proposed Minor Subdivision for Ann Marie Nelson SCTM# 1000-4M-9 Dear Mr. Nelson: The following took place at a meeting of the Southold Town Planning Board on April 21, 1997: BE IT RESOLVED that the Southold Town Planning Board hold the hearing open pending receipt of notification that all provisions of Chapter 58, Notice of Public Hearing, have been met by the applicant, and pending receipt of submission of Pre-certificates of occupancy to certify the existence of all dwellings on proposed Lot No. 4. The next Planning Board meeting is scheduled for May 12, 1997. Please contact this office if there are any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman /f'xS PLANNING BOARD MEMBm AS J �$11EF11(,�c RICHARD G.WARD �►O�' O�j Town Hall,53095 Main Road j y�c P.O.Box 1179 CO Southold New York 11971 GEOAGE RITCHIE LATHAM,JR. � 2 ' BENNETT ORLOWSKI,JR. p Fax(516)765-3136 . WILLIAM J.CREMERS y O�� Telephone(516)765-1938 KENNETH L.EDWARDS41 • '�Ol .�`>' PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 1, 1997 Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following took place at a meeting of the Southold Town Planning Board at.a meeting on Monday, March 31, 1997: BE IT RESOLVED that the Southold Town Planning Board hold the hearing open pending receipt of submission of Pre-certificates of occupancy to certify the existence of all dwellings on proposed Lot No. 4. - The next Planning Board meeting is scheduled for April 21, 1997. Please contact this office if there are any questions regarding the above. Sincerely, Bennett Orlowski, Jr. 'xs Chairman Noticeof Public Hesria north b om or hnarly of NOTICE IS HEREBY OMN that island err tits r! I pursuant to Section 276 of the Town St., an d now W Aattjwljg STATE OF 1. 'YORE) Law,a public hearing will be held by Tendler and others; on*o ..�g the Southold Town PlanningBoard'at Peconic Bay;and on the!!lablf 1aM., SS: the Town Halls Main Road,Soirth now or formerly of Jutze»i �. 7.40 P.M. Public bear*hi Vw.• F S O New York in said Town on the 31st day of March,1997 on the question of �°p°iCd lot line change•6t ltlllitte of Mattituck, iri the following: turd 1Jnnell Gallia and Sufld�Q�a�. 7:30 P.M. Public hearingfor the waterAuthority,in East Mosbut.*via— said Court ,being d y sworn, says that he/she of New Southold,County of County Seep Is Principal Clerk of THE SUFFOLK TIMES, a Proposed major subdivision for Joseph of Nero York.Suffolk County' to p E. Petino, Patricia Perino, Marjory Number 1000-31-2-22.1 dt�.Connelly,Martin Connelly and Letitia. Thp property Weekly Newspaper, published at Mattituck, in N29"Nastast, in Mattituck,tine, Town of Pe y is bordered a.the i, County of Suffolk,state of north b' land now or foifnedy of the Town of Southold, County of Suffolk and New York. Suffolk County Tax �01° Excavating; on fire ft by State of New York, and that the Notice of which Number 1000-122-7-9. � land a now or formerly of KartadsMa, property is bordered on the by land now or formerly of L%W the annexed is a printed copy, has been regular- The CreWa Association;on the atsaM b!' I" by Maio Road;on the east by land now or formerly,of weal4y and Zy PUT in said Newspaper once each week Lots 1 through 33 of amended map of by land now or formerly of 111ardtsp No.810,on trk, Suffolk County File Jambs;on the southwest by 11rW tifwr for Weeks a CBS Vely, ericing on No.810;on the south by land now or or formerly of Rackett,by sand rarer the J����' formerly of Charles Lomangino and formerly of Akoumisnakis,'ntd.ky day Of�8 Stanley Lomangino;and on the west Rocky Point Rd.;on the west by laud by land now or formerly of Charles - Lomangino and Startle Lomangino Jow.or formerly of Mandel;by,W y 8 now or formerly of Yams,.bj. ltay 7:33 P.M. Public.hearing for the now or formerly of Mytsadis, Proposed minor subdivision for Ann Town of now or formerly of M Marie Nelson,in Greenpo anisa,by land rt, now or formerly of Siopis,,by land 7 Principal Clerk Now York. Suffolk Of Suffolk Tax blap,State of now or formerly of Purinton and by � 1 t.Number 1000<5.6 9 County �y�Rd.;and on the northwest This by lapel flow or formerly of Demeds, i -�•,.,.:.... gym' is bordered.an the by laid now or formerly of Verity and by land now or fomerly of Reich WO .idle this / Dated:March 11,1997 da of 9-9 BY � �y�,s, l Q U/! PL4MMaA 6 30 U �J MARY DIANA FOR Bennett Orkm aU,ilia NOTARY PUBLIC,STATE OF NEW YORK 8898-1TM23 NO.52.410242,SUFFOLK COUNTY NO. EXPIRES AUGUST 31,19 9.'7 MAR-10 97 12:40 FRCM:KARE0 C N?p^1ITANO 727-3575 TO:515 rr5 1823 PAGE:02/05 LINDA M. D ` E /4 ATTORNEY AT LAW 5"ROAN OKE AVENUE,POST OFFICE BOX ON.RIVERHEAD,NY 11901 TELEPHONE(510)359-Ml 1 TELECOIRER(518)727-3575 VIA TELEFAx (516) 765-1823 March 10. 1997 . . Melissa Spiro. Planner Southold Town 53095 Main Road . ,,: :<<'�:;;:., aat:., . ' . Post Office Box 1179 Southold. New York 11971 re: Proposed minor sub0l rielon'•for';11,nn, Marie Nelson SCTM#1000.45-6-0 : is Dear Melissa: Please find attached a copy of .tlta :reoentWjr'revised declaration of covenants/restrictions for the Town of Southold: Regarding the pre-C.O.'s, I spoke with John Boufis in the Building Department.and I am faxing him a copy of an affidavit he says his departmdnt never.received, A"410 'td_;Mr':"'Boufis, this is the only holdup with the pre-C.O.'s. Please.speak with Am -as;W*e may be able to get this matter resolved today. Please review the declaration of covenants and restrictions and.call me at(516) 369-3311. 'If at all possible, I would:Alice to o . hemIWW.on tonight's agenda for the Planning Board meeting in order to avoid further y: I look forward to hearing from you soon. L U q 1WI �QieteriCh, EK. F i LMD:lbB i�, i.c�ff�S `'°,r^ft�,'�+..�•.5.�.i'vtrl . MAR-10 37 12:41 FROM:KAREN C NPPN STAND 787-3575 TO:516 765 1823 PAGE:03/05 DECLARA,T1�N THIS DECLARATION, made the day of March, 1997, by Ann Marie Nelson, residing at Cherry Lane Farm, Ninth Street,'•Greeriport, New York, hereinafter referred to as the party of the first part, said party of the first part hereinafter referred to as Declarant: WITNESSET`H WHEREAS,the party of the first part Is the oWner,..pf certain real.property situate at Greenport, Town of Southold, County of,Suffolk., State of New York, more -particularly described as set forth on Schedule.A annexed hereto, and WHEREAS, the �j party of the first part'life made application to the Planning Board of the Town of Southold for approval to subdivide said!real property described on Schedule A into four lots, as shown on the'subdivision map entitled °Ann Marie Nelson' which map Is dated August 28`, `1997,prepared' by'Rodprick'Van uyl, P.C.. and intended to be filed in the Suffolk County Clerk's Office herewith, and WHEREAS, for and in consideration of granting of said approval, the Planning Board of the Town of Southold has deemed'it to be-for the best:interests of the Town of }.(..:N..�s �iw� Southold and the owners and prospective±owners �of, staid lost that the within covenants and restrictions be imposed ,on 4aid,Joxa as a condition of said approval, said Planning Board has required'that'the:within.d6claration be recorded in the Suffolk Count Clerk's Office; and WHEREAS, the Deciarant has consldereSi the;;oregding and has determined that the same will be in the best intereSt.of.the.Derla,an and subsequent owners of said lots, 4. ka a ti ' h i NOW, THEREFORE, THIS DECtAAATI0I UU t'A ` T`N� . '.'.'. •tom,4:,.'�Y � 4dL•. �'4t That the Declarant, for'the purposes.of::Qer'rytng;.ojut the intentions above .t, •i!�`4. , expressed. does hereby make known, admit; 0_ sh,:cok�nant and agree that the 1 MAR-10 97 12:41 FROM:KAREN C NAPOLITANO 727-3575 `. TO:516 765 1823 PAGE:04/05 said premises herein described shall hereafter tie 'sub%ct 6flhe following 6ovenants. which shall run with the land and-shall,be binding upon all purchasers and holder of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit, 1. Clearing and cutting within the hundrdd foot wetland buffer shall be 11th'lted to`that necessary for proper maintenance and removal of 110eased, decayed or dead material and obnoxious plant species. is;.: is_ !;-- L., :: Such clearing and cutting shaif tie subject to review by the Board of Trustees of the Town of'Southold prior to clearing and cutting'to•Insure proper maintenance and preservation of the natural buffer : 2. An further subdivision of Lot.No,;!4;shall be processed as a major subdivision by the:Planning Board. 3. There shall be no further subdi*4ft1ii qi'.1, Lot 2 or Lot 3. 41 4. No new residential structure.ot' arltar, disposal facility shall be constructed or.otherwise located within 1.00 feet of the adjacent wetlands or of the Peoonic Bay.. 5. No stormwater runoff r 1#in f f tti esu g ro1r1,. 'dyeiopment an Improvement of the,subdMalah',ox*nyti,-qf-J lots shall be discharged into the.:adji ilni%txatli s{© ater or wetlands in and bordering the parcel: fr S } ,5iC .. i•ta.; IN WITNESS WHEREOF, the. 15e61ai'ant; bovenanied has executed the. �•! .< ,:k'� ':`v�:. ,t.::�i is,.:, MAR-10 97 12:41 FROM:KAREN C NAm-ITANO 727-3575 70:516 765 1823 PAGE:05/05 foregoing declaration the day and year first above wdttbn: : ANN UARIit.NELSON STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK } On the day of ; 1997,.before me personally came Ann . Marie Nelson, to me known to be thsr indivfdu4k!d44b0bedAn and who executed the foregoing instrument, and acknowledge that she executed the same. • 'Nata '.a�'ubf�o a.�:' ff :r ,fi i•t ., yy LviV), . '. 1: .. '70S: .. 'I PLANNING BOARD MEMB] O��SUFFO(,�COG Town Hall,53095 Main Road RICHARD G.WARD o`�' y�A P.O.Box 1179 GEORGE RITCHIE LAM",JR. y Southold,New York 11971 BENNETT ORLOWSM,JR. d • Fax ne 765-3 WILLIAM J.CREMERS y� 0� Telepho .(.(516)765-1 938 -1 RENNETH L.EDWARDS Oj 41 �a PIrANNING BOARD OFFICE TOWN OF SOUTHOLD March 11, 1997 Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision,for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, March 10, 1997: BE IT RESOLVED that the Southold Town Planning Board set Monday, March 31, 1997 at 7:35 p.m. for a final public hearing on the maps dated August 26, 1996. Pre-certificates of Occupancy are required to certify the pre-existence of all dwellings on proposed tot No.4. The pre-certificate of Occupancy must be submitted prior to the March 31, 1997 public hearing. Please refer to the enclosed copy of Chapter 58, Notice of Public Hearing,in regard to the Town's notification procedure. The sign and notification form are enclosed for your use. Please return the endorsed Affidavit of Posting and the certified return receipts on the day of, or at the public hearing. Please contact this office if there are any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. r �S Submission Without a Comer Letter Sender: S o i Subject: ,SCTIPM. 1000- Dale: Consinents: rN y �ct/L F U MAR 101997 SOU HOLD TOWN PLANNING BOA D F3HAP `"7 ;L:5': rl !I' '.�1F�'� 1 y:_I�T?ypi� �E7-_=75 TU:7_531-36 Pi-,iE:0�:INDA M. MEMO, P C ATTORNEY AT LAW S46 ROANOKE AVENUE.POST OFFICE BOX 90:3,RIVERHEA0,NY 11301 TELEPHONE(518)360,3311 TELECOPIER(618)727.3575 VIA TELEFAX (516) 766-3136 March 6, 1997 Melissa Spiro, Planner Southold Town 53095 Main Road Post Office Box 1179 Southold, New York 11971 re: Proposed minor subdivision for Ann Marie Nelson SCTM#1000-46-6.9 Dear Melissa: Please find attached a copy of the agreement for amendment of restrictive covenants/declaration of covenants and restrictions we filed at the request of the Suffolk County Department. of Health Services. Please review the declaration of covenants and restrictions and call, me at(516) . 369-3311. If we need to make any changes, I will do o immediately and fax you over an amended copy before Monday's Planning Board me ting. I look forward to hearing from you soon. e truly yours, nda M. Dieterich, Esq. LMD:lbs KAR 0 LINDA M. DIETER/CH, P.C. ATTORNEY AT LAW 548 ROANOKE AVENUE.PCST OFFICE 80X 903,RIVERHEAD.NY 11401 TELEPHONE(S1e)3e9.3311 TI=LECOPIER(51e)727-3575 CONFIDENTIAL FAX TRANSMISSION DATE: March 7, 1997 TIME: 11:30 am TO: Melissa Spiro FAX #: (516) 765-3136 SUBJECT: Nelson subdivision NUMBER OF PAGESO INCLUDING THIS PAGE: 15 MESSAGE: NOTICE The information contained in this transmission is privileged and confidential. It is intended for the use of the individual entity named above. If the reader of this message is not the intended recipient, the reader is hereby notified that any consideration, dissemination or duplication of this communication is strictly.prohibited. if you have received this communication in error, please return this transmission to us at the above address by mail. We will reimburse ;you for postage. In addition, if this communication was received in the U.S., please notify us immediately by telephcne call. Thank you. Please contact the sender if all pages are not received or if any difficulties are experienced during transmission. I'll `Sji _ C,_ is - I 7 __1c G. j c P �^ P ,� P'A !a =i]. t wr: 11t �'hi aE:t 1 AGREEMENT FOR AMENDMENT/MODIFICATION OF RESTRICTIVE COVENANTS THIS INDENTURE made by Ann Marie Nelson this 261h day of August 1996, residing at Cherry Lane Farm, Ninth Street, Greenport, New York, for the purpose of amending/modifying certain Declaration of Covenants and Restrictions entered into by the DECLARANT, or her predecessor-in-interest, on the 27th day of June 1996, and recorded on the 20th day of August, 1996. in the Office of the Clerk of the County of Suffolk at Liber 11788, at page 285. Said Declamation of-Covenants and Restrictions burdened the PREMISES described in Schedule "A" attached hereto; and, WHEREAS, said Declarations of Covenants and R.estrictior,s suet forth in paragraph seven as follows: "These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and my be terminated, revoked or amended only with the written consent of the.DEPARTMENT." and, 'WHEREAS, it has been determined by the DEPARTMENT (Suffolk County Department of Health Services) that the above-mentioned covenants and restrictions affecting the PREMISES described herein can be amended/modified a.s hereinafter set forth; and WHEREAS, the DEPARTMENT, by executing this agreement, hereby consents to the amendment/modification of the covenants and restrictions hereinbefore mentioned, and WHEREAS, the undersigned parties to this Agreement are not the owners, i. SHE-Uf 9 F} CDN:KARErJ . ;CLFTMh TO:tG!�Z,1�+�• f'hiliE:G]• is mortgagess, and other parties interested in the above described PREMISES and agree to amendlmodity the above-mentioned restrictive covenants; and WHEREAS, the DECLARANT represents and warrants that she has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing: favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law #32-1980 NOW, THEREFORE, it is mutually agreed as follows: 1. The PREMISES are hereby released from the restrictive covenants contained in the 'agreements,above referred to. and the parties hereto release each of the other parties, their distributees, heirs, successors and assigns from such covenants. 2. The above described PREMISES shall thereafter be subject to the restrictive covenants attached hereto as Schedule C. 3.. The parties hereto covenant on behalf of themselves, their distrinutees, heirs, successors and assigns to observe the restrictive covenants set forth in paragraph 2 and attached hereto as Schedule C, with the same force and effect as though such covenants had been imposed on the above described premises in the first instance. IN WITNESS WHEREOF, the parties hereto have executed this agreement the 26th day of August, 1996. ANN MARIE NELSON , r -33:._!S_ FPO[,--. � ` 7! Ti-, E531 b Pi;GE:05 1T STATE OF NEW YORK ) ss: COUNT OF SUFFOLK ) On the 26th day of August, '99fibefore e ce edSnnally came ANN nd who ex�:cu edRhe IE NELSON, to me known to be the individual foregoing instru t and acknowledge that she execrated same. t'ry Public : State of New York. dc �qq� Consented tc. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6y. Steohen A. Costa STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) 5ep7rrn1x'r, On this '� day of A 1996, before me personally came STEPHEN A. COSTA, to me known, who, beir??by me duty sworn, did depose and say that he .resides at East Setauket, New York; that he is a Principal Public Health Engineer of the County of Suffolk, Department of Health Services, the municipal corporation of the State of New York described in and which executed the foregoing consent; and that he signed his name thereto by authority of the Suffolk County Department of Health Services. Notary Public State of New York arou�►axe "040 Pima yw sl Now V"1( we 41m" S#*a c ury R y 15 7_ -J: Pk3E:0E• I SCHEDULE C tl~etat�� POOR DECLARATION OF COVENANTS AND RESTRICTIONS FOR WICRO FLIA THIS DECLARATION made by ANN MARIE NELSON. residing at Charry Lane =arm, Ninth Street Greenpor, New York, hereinafter referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said oREMISES and has for suc^ purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and sr,all be conveyed subject tc the following covenants and restrictions- 1. DECLARANT has made application to the Suffolk County Department of Health Services :nereinafter referred to as the DEPARTMENT) for a permit to constr-.jv'. approval of plans or approval of a subdivisicn or development or. the PREMISES. 2. WHEREAS DECLARANT appeared before the Board of Review requesting a variance from Article B of the Suffolk County Sanitary Code and WHEREAS :he Board of Review of the County of Suffolk Department of Health Services granted a variance by fetter dated May 22, 1996, attached hereto and made a part hereof, provided a covenant is filed, the DECLARANT, its successors, heirs, or assigns, agrees: (a.) The lots described in Schedule A will be served by temporary individual conventional subsurface sewage disposal systems, as determined and approved by the DEPARTMENT, until such time as the facilities of Sewer Treatment Plant are available, at which time all temporary individual conventional subsurface sewage disposal systems will be discontinued. disconnected and abandoned ac=d►ng to standards of the DEPARTMENT, and the GE:14 'c 11792 PG 283 Mary E. Hibberd. M.D.. M.P.H. Page Two Subject: Reporr of Findings and Recommendations of the Review Board Regarding* S 10-95-10, Proposed Subdivision of Cherry Lane Farm, Greenporr, (T) Southold; SCTM 1000-45.6.9. Findings and FactA (ggnt'd) 5. The overall density of the subdivision is in compliance with yields allowed under Anicle 6 for residential developments which do not have access to public sewers. 6. Site is in Groundwater Management Zone IV. ir I. Public water is available from the Village of Greenport Water Supply. S. Depth-ro groundwater is about 12.2 feet. 9 Soils are silty loam and sand 0-5 feet, fine to coarse sand 5-17 feet below grade. 10. Applicant is claiming financial hardship. Darermination It was a 3 to 0 deternninarion of the Board to grant the request for the variance,provided the following conditions are met; For lots#1,#2 and #3 that are permitted to use temporary on-site sanitary systems, covenants shall be filed, in language acceptable to the County Anorney, that the parcels will be hooked-up to public sewers within 90 days of availability. • For lot#4 a covenant shall be filed. in language acceptable to the County Attorney,which prohibits any further subdivision of the parcel without the extension of public sewers and the provision of public water service to all habitable structures. 51 S6 Dare Dennis Moran, P.E., Chairman DMAr MAR-07 97 .13:0-7 C "CLITA00 17 27-3 F 1 7E.5 7_6 P.�'03E:13, is SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVTM".7. DMSION OF ENVIRONMENTAL QUALITY Article 2, Section 760-220, Suffolk County Sanitary Code To. Mary E. Hibbard,M.D.,M.P.H. Commissioner From. Dennis Moran,P.E. Chairman,Board of Review Subject: Report of Findinc4 Board Regarding: s and Recommendations of the Review Bo d R g 9: 510-95-10, Proposed SubdivisioVf Cherry Lane Farm, Greenport, (T) Southold-, SCTM 1000-45-6-9. Applicant: Robert P. Nelson, 1429 Ninth Street,Greenport, NY 11944 Notice of Hearing; Apr'0124. 1996 Hearing Date: May 9, 1996 Statement of Problem A community-type water supply and sewage system is required when a realty subdivision or development is located within or is reasonably accessible to an existing water/sewage district: or service area in accordance with the requirements of Article 6. The applicant is requesting relief from these requirements. Findings and Facy� 1. Proposed development of a 12.1 acre parcel into four lots of 7.2 acres with exis ring dwellings; 74.000 st, 70,000 s.f. and 68,000 st lots to be developed. Total project area is 12.1 acres. 2. The variance request is to permit the use of temporary on-site sanitary system on the three northern subdivision lots (#1,#2 and 03). Public water will be provided to these lots. In addition the applicant is requesting a variance for the 7.2 acre lot(#4)which would not require hook-up to the sewer system and not require public water exinnsion to all the associated building structures on the parcel. Presently public water is provided to the main house.garage apartment and cottage. 3. A public water main is available on Ninth Street. There is also a sewer line on Ninth Street which terminates at Linnett Street. 4. The Village of Greenpon's Wastewater Treatment Plant is presently restricted from accepting additional customers until it is upgraded to meet New York State Department of Envirommental Conservation requirements. MPP-07 97 13:VJ1_ rRIJf'l:KPREH -JLITk-i0 f27--H-7T TQ:7i_.T__D5 PfiGE:617=1S lots described in Schedule A will be connected to the facilities of Sewer Treatment Plant within 90 days after such facilities become available, all at the expense of the DECLARANT. (b.) As a condition for approval of the DEPARTMENT, of such subdivision or development application, the DECLARANT agrees. that there shall be no further division of any of the lots on the premises described herein, and that said lots shall remain as shown on the subdivision or development map approved by the DEPARTMENT. (c.) Easements of ingress and egress to individual lots shall be reserved to DECLARANT in the deeds of conveyance of the aforesaid lots in language approved by the DEPARTMENT. i .(d.) DECLARANT shall install a sewer main with connection stubs to service all lots described in Schedule A and Schedule B attached, which shall be connected to the facilities of Sewer Treatment Plant. (e.) DECLARANT shall post a letter of credit with the Greenport Sewer District, and/or the DEPARTMENT, in an amount and in language .acceptable to the Agency, and/or the DEPARTMENT., +:overing all temporary septic systems installed by DECLARANT to insure that the promises and covenants contained herein are performed by DECLARANT. (f.) As a condition for the approval by the DEPARTMENT, of such application, the DECLARANT agrees that there shall be no further division of LOT 4 as described herein as Schedule B unless public water and public sewers are extended to the premises and M44P-07 97 F•KIN:"1:4FE1; C -1--L I TR-C 72 i-=5i7 T i• c^ r regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT. its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or. held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 - The DECLARANT represents and warrants that its has not offered or given any gratuity to any official, employee, or. agent of Suffolk County, New York State, or of any political party, with the C r;PPOLITrlH 27-71 7T PAGE:110 '1_ . purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law #32-1980. ANN MARIE N LSON STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) On the " day of June, 1996. before me personally came ANN MARIE NELSON, to me known to be the individual described in and who executed the foregoing instrument and acknowledge that she executed same L 40-N ry Public: State of New York MAP '.i 13 J1 FROM KY PE? `T_ � c. y_'c T�. ^-" PAGE:��'`1F _lj,i. .i i {,.`� 'lt:iPl��� I h+1'i i 1 f�J•frj:.i_^.'Y�. all building on the premises are connected to public'waster and public sewers. (g.) DECLARANT acknowledges that the temporary subsurface sewage disposal systems as approved by the DEPARTMENT are allowed up to the population density equivalent for the entire premises as defined in Suffolk County Sanitary Code, Article 6. (h.) DECLARANT,-its successors, heirs or assigns, further agrees to hold harmless, indemnify and defend the County of Suffolk, her employees, offices, or agents from any claim for damages or, injuries that may arise out of the approval, installation or use of such temporary sewage disposal systems. (i,). DECLARANT, its successors, heirs, or assigns, further agrees not to commence any civil lawsuit against the County of Suffolk for any claim of an nature that may arise cut of the decision or actions of any municipality concerning the approval, installation, or use of the temporary or permanent sewage disposal systems. 3, The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successom and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not.in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or r,IAi :-:7 w; iJ:07 Ft='!_;`:K-A1=E-H i; TC:765-7176 RAGE:I�' 1� COUNTY OF SUFFOLK ROBERT J.GAFFNEY SIJFFQI.K COUNTY SXE-CUnVE DEPARTMENT OF HEALTH SERVICES May 22. 1996 MARY>=HIBLIBRO.KC..M.P.M. �OMRIISSIONEP Robert P. Nelson 1429 Ninth Street Greenport,NY 11944 Dear Mr. Nelson: a ' Subject: Board of Review Hearing - May 9. 1996 S10-95-10,Proposed Subdivision of Cherry Lane Farm, Greenport, (T) Southold, SC'TM 1000-45-6-9. Enclosed is a copy of the Board of Review's findings. recommendations and determination concerning the subject application. Based on the information submitted, the Board granted the request for variance with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically appioved. Ir is your responsibility to ensure that your application is complete; otherwise,your approval will be subject to unnecessary delay. Very truly yours, Dennis Moran, P.E. Chairman . Board of Review DM/ir Enclosure cc Board of Review File -Riverhead Mr.James Bagg Mr. Robert Rieken,Principal Planner Roderick Vat Tuyl Mr. John J. Becht,Village of Qrecnport Mr. Job Farina Roy Drsgotta,Esc. •a25 4�M0 C*iVg fXt.M^W"&wsb NY t I ®>A-d290•TtcrvNar+c t51 it•5a•30e t K Mf*1-07 'ri .. QZ �.�A�:y.,y�.+CTi i� '`:r{G..�aYi-t�'+�� ✓- I C1: 7653 SCHEDULE A DESCRIPTION OF PROPERTY f poiR WI POOR �MM DECLARANT; ANN MARIE NELSON H.D. REF. NO.' S10 - 95 - 10 Cherry Lane, Greenport, NY minor subdivision ALL that certain plot, piece or parcel pt..land, with the buildings and improvements thereon erected, situate, lying and being at Greenport, in the Town of Southold, County of sufyo .Y. and State of New York, bounded and described as follows: B G:NNING at the PV!nt of intersection of the soumnerly side of land of the long -s_and iailroad Company Fitt. the westerly side of Cherry Lane or Ninth Street; RLNh,NG HENCE South :.2 degrees 11 minutes 2C seconds West along the wes=a_ly side of Cherry :.ane o: Ninth street, 706 . 97 feet to the Southerly side of Cherry Lane or Ninth Street; THENCE Sou=: 79 degrees 28 minutes 50 seconds East along . the southerly end of Cherry 1-ane Of Ninth Street, 3-1 feet to a point; T*iENGE South 12 degrees minutes 20 seconds West, 445 , 18 feet to the high water :nark of peconic Bay; THENCE along the hig wa er mark of Peconic Bay the following tie line course and distance: 1. North 68 degrees o 5 minutes 20 seconds West, 4 9 3 .%9 feet to land now or formerly of T. Jurzenia; THENCE North 06 degrees ;_ Minutes 20 seconds East along said last mentioned land, 996. 18 feet to the southerly side of land of the Long Island Railroad Company; a THENCE North 84 degrees � minutes 40 seconds East along said last mentioned land, 578. 31 faet to the westerly side of Cherry Lane or Ninth Street at the point or place of BEGINNING. Lei i l :l'ti rk'JII:ttiHi-:c14 I:HrUL11Hl{U c X---100 V: iw:l�b PHiat:1S•1_• 11792 P9283 E E. mW Number of pages .'�� e+T ca n ,J TORRENS Serial Ir C.,- -. Xt I Certificate N Prior Ctf. Dcod/Mortgage Instrument Deed/bfortgage Tax Stamp Recording/Filing Stamps 4 1 - FEES Page/Filing Fee Mortgage Amt. Handling _.�`� 1. Basic Tax TP•584 2. Additional Tax Notation _ V / SuD'Cnts11 EA-5217(County)" Sub Total ' 7, �-' SpccJAssit. EA-5217(S(at-) or Spec./Add. R.P.T.S.A. [S, �1► TOT.MTO.TA),' Comm.of Ed. 5 .00 Dual Town.__Dual County r Held for Apportionment Affidavit . �,: Transfer Tax Certified Copy �V Mansion Tax The property covered by this mortgage is or Reg.Copy r� will be improved by a one or two family Sub Total dwelling only. YES_ or NO CRAgVD 'OTAL �� L If NO,see appropriate tax clause on page N `` of this inrarument, r Real Property Tax Servlc gency Verification Title Company Information Dist. Section Block Lot S. /0 00 04500 06 06 p oo o Company Name toil' Tile Number L!N0� it17►C"'t c/l t�'!� _!j FEE PAID BY: oA N 0x V� Cash Check Charge 6 Payer same as R.&R pd 30X `7 6:3 r (or If dift'erent) ADDRESS: RECORD&RETURN T (ADDRESS) 9 Suffolk County Recordin & Endorsement Page This page forms part of the attached L made by: / (SPECIFY TYPE O INSTRIIMLNT) _ _ �/P_ AAA/'? z'� The premises herein is situated in SUFFOLK.COUNTY,NEW YORK, TO In Me Township of . In the VILLAGE - or HAMLET or �vaocl _ BOXES 5 THRU 9 MUST BE.TYPED OR PRKMD IN BLACK INK ONLY PRIOR TO RECORDING OR FILTNCI. u�,a.tmrr.. Submission Without a Cover Letter Seeder: �� l pdcev Siddect: SCTA1#: 1000- Date: 31,5 f q l 7 Coonmenls: 3�d��r7 pce. co (( „Q-{-� t/�,a rAPsalvecS. Y C425 -tc tie �*r�1t'C �+.�a�.c -1riNc.Q h15r1IVL SLW C'lO�� i. r ' KAR sou��:oio SOWN Submission Without a Cover Letter Sender: �a�' 1 J jSo N Subject: S03D o\-Si t,-� �5rz- 6V)Y\ M a e- i e N 2X5 orV SCTM#: 1000- 4 S Date:. 2-J 13117. Comments: fL S I FEB 1 41997 SOUTHOLD TOWN PLANNING BOARD PLANNING BOARD MEMBER S�F RICHARD G.WARD .Z►� �G Town Hall,53095 Main Road. Chairman a P.O. Box 1179 GEORGE RITCHIE LATHAM,JR. y Z ' Southold,New York 11971 BENNETT ORLOWSKI,JR. p T ' Fax(516)765-3136 WILLIAM J.CREMERS yNV KENNETH L.EDWARDS ��� Telephone(516) 765-1938 � PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 24, 1996 Patrick Nelson c% Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 RE: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, December 23, 1996: BE IT RESOLVED that,the Southold Town Planning Board grant a six month extension of sketch approval from December 11, 1996 to June 11, 1997. Please note that this Is the last extension that the Planning Boar6wiil be granting. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Ward , Chairman PLANNING BOARD MEMBERS �o��gUFFD(�►cv Town Hall,53095 Main Road RICHARD G.WARD O Gym P.O.Box 1179 Chairman Southold,New York 11971 GEORGE RITCHIE LATH",JR. � BENNETT ORLOWSKI,JR p Fax(516) 'T65-3136 WILLIAM J.CREMERS. y�0� ���- Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 10, 1996 Patrick Nelson c/o Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 RE: Proposed minor subdivision Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: I reviewed the final maps you submitted .this morning. Please note the following outstanding items: 1. The Planning Board's December 11, 1995, sketch approval required a) that the wetland area and upland area for each lot be indicated on the final map; and b)l a 75 foot wetland buffer adjacent to all wetland areas. At the conclusion of the environmental review, the Planning Board expanded the 75 foot wetland buffer to 100 feet as noted in the Board's letter of.January 30, 1996. Neither of the above conditions are shown on the final map. 2. During the subdivision review, the Planning Board required that certain covenants and restrictions be contained in a Draft Declaration of Covenants and Restrictions. The draft must be submitted for Planning Board review. 3. The final maps must contain a notation that covenants and restrictions, as required by the Planning Board, have been recorded in. the County Clerk's Office. Prior to any endorsement of the final. map by the Planning Board Chairman, the liber and page number, of the recorded document must be noted on the map. 1 After the final maps are revised as noted above, you must submit two mylars and, five paper prints of the final maps. All maps must contain a valid stamp of approval from the Health Department. The final public hearing will be scheduled upon receipt of the above mentioned items. Please feel free to call if you have any questions regarding the above. Sincerely, Oehs4sauSp4lAu Planner cc: Linda Dieterich Sit 8 F, N15 Submission Without a Cotter Letter Sender: r cit Subject: SCTM#: Y 000- Date: ���l°/ f Comments: (hy (r4 S � P r I,'�N� t�1,�h� N�- �• � P� fay� . S Fs'3 FIT DEC 1 01996 '' ' aC%u i•f'' .. V f'� FLAN .rI J LINDA M. DIETER►CH. ATTORNEY AT LAW 548 ROANOKE AVENUE,POST OFFICE BOX 903,RIVERHEAD,NY 11901 TELEPHONE(516)389-3311 TELECOPIER(516)727-3575 December 4, 1996 Richard G. Ward, Chairman Southold Town Planning Board Town Hall 53095 Main Road Post Office Box 1179 Southold, New -York 11971 re: Proposed minor subdivision for Ann Marie Nelson SCTM#1000-45-6-9 ' Dear Mr. Ward: On behalf of Ann Marie Nelson and Robert Patrick Nelson, I am requesting a six month extension of the sketch plan approval for the above-captioned minor subdivision until June 11, 1997. i understand that the matter of the extension will be discussed during the next meeting of the Planning Board and that a resolution will be passed at that time. If you are in need of further information, please not hesitate to contact me at ,(516) 369-3311. Very ly yours, ' yV� Li da M. Dieterich, Esq. LMD:lbs s.lil SC!1Triilt ,�a;i PLANNING BOARD MEMBERS F0 RICHARD G.WARD �+S FAO Town Hall,53095 Main Road Chairman a�0 Gym P.O.Box 1179 GEORGE RITCHIE LATHAM,JR. -'c Southold,New York 11971 ti Fax(516)765-3136 - BENNETT ORLOWSKI,JR. 0 WILLIAM J.CREMERS ��^ Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 1 1, 1996 Patrick Nelson Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday,June 10, 1996: BE IT RESOLVED that the Southold Town Planning Board grant a six month extension of sketch approval from June 11, 1996 to December 11 , 1996. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Ward Chairman 1 . 7.' LINDA M. DIETERICH. P.V. ATTORNEY AT LAW 548 ROANOKE AVENUE,POST OFFICE BOX 903,RIVERHEAD,NY 11901 TELEPHONE(516)369-3311 TELECOPIER(516)727-3575 �5 June 5, 1996 Richard G. Ward, Chairman Southold Town Planning Board Town Hall 53095 Main Road Post Office Box 1179 Southold, New York 11971 re: Proposed minor subdivision for Ann Marie Nelson SCTM#1000-45-6-9 Dear Mr. Ward: On behalf of Ann Marie Nelson and Robert Patrick Nelson, I am requesting a six month extension of the sketch plan approval for the above-captioned minor subdivision until December 11, 1996. 1 understand that the matter of the extension will be discussed during the June 10, 1996, meeting of the Planning Board.and that a resolution will be passed at that time. If you are in need of further information, please of hesitate to contact me at (516) 369-3311. V my ours, M Lin a M. Dieterich, Esq. LMD:Ibs Jim 5 Im � F �; PLANNING BOARD MEMBEI S�yfFO(k RICHARD G.WARD ��.� C� Town Hall, 53095 Main Road Chairman Gym P.O.Box 1179 v Southold,New York 11971. GEORGE RITCHIE LATHAM,JR. y Fax(516)766-3136� BENNETT ORLowsKI,JR WILLIAM J.CREMERS 4y Telephone(516) 765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 27, 1996 Linda M. Dieterich, Esq. P.O. Box 903 Riverhead, NY 11901 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Ms. Dieterich: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, February 26, 1996: BE IT RESOLVED to adopt the Engineering Inspector's report dated February 7, 1996. The Planning Board has contacted the fire district in regard to the fire hydrants. You will be notified if an additional hydrant is required. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Ward �S Chairman enc. ��g�FFO�,�c • RAYMOND L. JA4 BS ��� °°y� J) ES A. RICHTER, R.A. SUPERINTENDENT ENGINEERING INSPECTOR SOTTROLD TOWN HIGHWAY DEPARTMENT . PECONIC LANE, PECONIC, N.Y. Fax. (5i6)-765-1750 y�►Ol � �a0�' Tel. (5163-765-3070 OFFICE OF THE ENGINEER P'`g 'TOWN of SOUTHOLD /�$ FEBRUARY 7, 1996 Richard G. Ward Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: ANN MARIE NELSON - Minor Subdivision . Ninth Street, Greenport, New York SCTM #: 1000 - 45 - 06 - 09 Dear Mr. Ward: As per your request, I have reviewed the Sketch Plan for the above referenced minor subdivision. I have also reviewed the proposed subdivision with Mr. Jacobs. The impact that this subdivision would have on'the existing drainage in the area and site conditions along ninth street would be minimal. A field inspection of the project location indicated that the adjacent pavement of -4n nth street does not meet the minimum width requirements of the Highway Specifications. ue to the fact that this is a minor subdivision, I would not recommend the applicant be required to,widen the road. But, any additional work required within the Town,Right-of-Way to provide suitable access for individual driveways should be made the responsibility of the individual lot owners. I would also suggest that the local fire commissioners be requested to verify the quantity and locations of existing fire hydrants in the area. If an additional hydrant is required, it could be connected to the existing water main on ninth street. If you have any questions concerning this report, please contact my office. erely, James A. Richter, R.A. cc: Raymond L. Jacobs (Superintendent of Highways) ^j Iff a; o�agUFFO(�-co� PLANNING BOARD MEMBERS Richard G.Ward, Chairman en Town Hall,53t795 Main Road George Ritchie Latham,Jr. '� P. O. Box 1179 1971 Bennett Orlowski,Jr. .fi� �� Southold,New York 1 Mark S. McDonald Fax(51ti)765-3136 Kenneth L. Edwards Telephone(516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD L 9 c • l� 1995 �/�y�96 r l la"J �javr'c� Noce An fece, d a Anthony Volinski, Chief re ,,,� . �, ;ft,%u;r%(, Greenport-Fire District "'t lease. ,,Qr;fy -k ?04A ly a14 iecj;a"as -6 'ey-rsAil Third St. �;re 1.ydran-�s ;N fte wrra Greenport, NY 11944 AL<&;Vi,,.,. 1Ajd1rWV t- 4 tequ;«S -b- be zoT"c-�PA Dear Mr. Volinski: //'� you 4f piz tss;s}arc� . Enclosed please find two (2) surveys dated 0 f 30, 19!5 -for Ann Ho rie_ Ndson SCTM# 1000- 45-G-9 ❑ The enclosed site plan is being referred to you for fire access review and for your recommendations as to whether any fire- wells are needed. Please specify whether firewells are shallow or electric. The enclosed subdivision is being referred to you for your recom- mendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric. Please reply by �+�5 l 1R`►6 1995. Thank you for your cooperation. Sincerely, Richard G. Ward Chairman enc. g11fF0(�. RAYMOND L. JACOBS �4`A �� JAMES A. RICHTER, R.A. SUPERINTENDENT ENGINEERING INSPECTOR SOUTHOLD TOWN HIGHWAY DEPARTMENT �y • PECONIC LANE, PECONIC; N.Y. Fax. (516)-765-1750 �Ol �a� Tel. (516)-765-3070 4ite%f./pT OFFICE OF THE ENGINEER TOWN OF SOUTHOLD FEBRUARY 7, 1996 Richard G. Ward Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: ANN MARIE NELSON - Minor Subdivision Ninth Street, Greenport; New York SCTM #: 1000 -45 - 06 -09 Dear Mr. Ward: As per your request, I have reviewed the Sketch Plan for the above referenced minor subdivision. I have also reviewed the proposed subdivision with Mr. Jacobs. The impact that this subdivision would have on the existing drainage in the area and site conditions along ninth street would be minimal. A field inspection of the project location indicated that the adjacent pavement of 4uenth street does not meet the minimum width requirements of the Highway Specifications. to the fact that this is a minor subdivision, 1 would not recommend the applicant be required to widen the road. But, any additional work required within the Town Right-of-Way to provide suitable access for individual driveways should be made the responsibility of the individual lot owners. I would also suggest that the local fire commissioners be requested to verify the quantity and locations of existing fire hydrants in the area. If an additional hydrant is required, it could be connected to the existing water main on ninth street. If you have any questions concerning this report, please contact my office. erely, ames A. Richter, R.A. cc: Raymond L. Jacobs (Superintendent of Highways) I i G { [ M` FEB 7 Im L—____ PLANNING BOARD MEMBE RICHARD G.WARD �� CQ Town Hall,53095 Main Road Chairman � Gy< P.O.Box 1179 GEORGE RITCHIE LATHAM,JR. o Southold,New York 11971 y = Fax(516) 765-3136 BENNETT ORLOWSHI,JR. WILLIAM J.CREMERS �. Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 30, 1996 Linda M. Dieterich, Esq. P.O. Box 903 Riverhead, NY 11901 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Ms. Dieterich: The following resolution was adopted,by the Southold Town Planning Board at a meeting held on Monday, January 29, 1996: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, assumes lead agency status,and as lead agency makes a determination of non-significance, and grants a Negative Declaration. As recommended in the Planning Board's environmental consultant's report, the Planning Board is requiring a 100 foot building setback from the wetland areas. This will provide adequate adjacent area buffer to ensure that land use does not impact wetlands. In accordance with this, the final map must show a 100 foot wetland buffer in place of the 75 foot wetland buffer required as a condition of sketch approval. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Wards Chairman cc: Pat Nelson enc. PLANNING BOARD MEMB RICHARD G.WARD 0�� CQ Town Hall,53095 Main Road Chairman Gym, P.O.Box 1179 GEORGE RITCHIE LATE",JP_ O .4 Southold,New York 11971 BENNETT ORLOWSKI,SR y Fax(516)765-3136 WILLIAM J.CRENYM Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant January 29, 1996 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental.Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed minor subdivision for Ann,Marie Nelson SCTM#: 1000-45-6-9 Location: West side of Ninth St. in Greenport SEAR Status: Type I ( ) Unlisted ( X ) Conditioned Negative Declaration: Yes ( ) No ( X ) Description of Action: Residential subdivision of 12.1 acres into 4 lots. Page 2 SEAR Negative Declaration - Proposed minor subdivision for Ann Marie Nelson January 29, 1996 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed, and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The Department of Health Services has reviewed the Planning Board's lead agency coordination and has no objection to the Planning Board's designation as lead agency. The applicant must comply with the requirements of the Suffolk County Sanitary Code and relevant construction standards for water supply and sewage disposal. There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The proposed project is consistent with land use in the surrounding area, and lot sizes are significantly in excess of lots in the surrounding neighbor- hood. The density of development is consistent with Suffolk County Sanitary Code Article 6 for use of on-site sanitary systems. Subsoils are conducive to sanitary and drainage leaching facilities as evidenced by an on site test hole. Since the building sites are relatively flat, there are no significant topographic impacts or erosion potential expected. Though there are wetlands on site, the depth of lots provides more than adequate area for location of dwellings consistent with wetland setbacks. A 100 foot setback from wetlands will be provided to ensure that land use does not impact wetlands. The addition of three additional homes on Ninth Street is not expected to overburden transportation systems, nor is the addition of three additional residential units and families expected to cause a significant impact on community services, character, local demography or other human re- sources. The site use is consistent with the residential character of the area, therefore, no significant visual impact is expected. Page 2 SEAR Negative Declaration - Proposed minor subdivision for Ann Marie Nelson January 29, 1996 For Further Information: Contact Person: Melissa Spiro Address: Planning Board Telephone Number: (516) 765-1938 cc: Michael D. Zagata, DEC Albany Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Judith Terry, Town Clerk Southold Town Board of Trustees Southold Town Building Dept. Raymond VanEtten, Greenport Village Administrator Thomas Cybulski, Greenport Public Utilities Applicant 1 CHAALE-S V GCIATES, INC. ENVIAONME��lTi� NO �� CONSULTANTS j January 22 1996 Melissa Spiro Planning Board Office Town of Southold Town Hall 53095 Main Road Southold,New York 11971 Re: Proposed Minor Subdivision for Ann Mane Nelson is JAN 2 3 l� ., Greenport,New York; SCTM No. 1000-45-6-9 L Dear Melissa: I am in receipt of your letter of January 4, 1996 requesting an envito=' ental review of the above referenced project. Included with the correspondence is the Full EA.F completed by the project applicant, the subdivision sketch plan and the Planning Board resolution dated December 11, 1995. 'At this time we have completed the following services with regard to this project. 1. Review of Full EAF The Full EAF submitted by the project applicant has been reviewed. Please note. that the EAF was utcomplete as subrutted. We have reviewed the EAF against our once literature, Geld inspection and the proposed project plan. Attached, please find the "marked up" EAF providing appropriate infornatioa and corrections as necessary. 2. Field Inspection and Project Review CVA inspected the subject site an January 13, 1996, There was light snow cove.- on the ground at the time of inspection. The subject site is an existing estate, I2.1.acres in size, located to the west end of Ninth Street fronting Peconic Bay; The site includes an existing house with a number of sheds and garages. There is a boat basin in the southwest corner of the site, with wetlands adjacent to and within the subject property along the west side of the site. The property extends north to the Long Island Railroad. The main house and appurtenances are located at the southern end of the site. Tltis area is not proposed to be chanced as a result of the proposed project. The northern half of the site is proposed to be subdivided into three lots, for a total of four lots inc:uding the remaining 7.2 acres which would be associated with the existing(tome and improvements. Proposed lots would be 74,000 sq. ft., 70,000 sq. ft. and 68,000 sq.' ft. from north to south. Each lot would have 155 feet of 5rontage and would be between 515 and 578 feet in depth. Lots are proposed to be serviced by a public water main existing along i`tinth Street. Each lot is proposed to utilize an individual on site sanitary system �4 NORTH COUNTnY RMCAD. S11E T I: 2, 'ILLE PLACE. NY 1117S4 • (516) 33i•1455 • PAX 33'-80A6 Ana Marie Nelson SubdiviiioQ,:� EuvironmenW Review Access would be directly to Ninth Street via driveway. The subdivision plan depicts a building envelop for each lot consistent with Town Zoning. A hypothetical house location, driveway, on-site sanitary system and dry well is also depicted for each lot. Inspection of the parcel finds high marsh tidal wetlands on the west part of the site. These wetlands exhibit man-trade influence in the form of mosquito ditches to avoid stagnation which promotes mosquito breeding. An active osprey nest was observed off'the site along the beach front to the west, and several species of wild ducks were observed in association with wedands west of the site. The man-made and bulkheaded basin on the south part of the site provides navigable water access to Peconic Bay from within the site. The upland portion of the west side of the site is comprised of a low bank that is vegetated in primarily briar understory, and primarily oak tree species. The area at the south part of.... the site comprising Lot 4 is primarily landscaped and lawn area in and around the buildings, with driveway access and paths between sheds, buildings, etc. North of this area appears to have been primarily cleared area with fruit trees associated with the old farm' At present this area is characteristic of overgrown Geld. Suniper and ornamental evergreen -vegetation is present along the road and within the site, and there is'a.row of old fruit trees running north-south, west of the street. There are also several north-south running fences within this portion of the property. The north central pert or the site is old field,with pioneer species of vegetation colonizing. Locust saplings, grasses and several clusters of juniper dominate this area. The field opens to grassland further west. Between the low banit that descends to wetlands and the open grasslands is a north-south running dirt road, used to traverse the property. The east side of this road is lined.with oast trees. There is a small cinder block shed at the extreme north end of the property adjacent the railroad. The surrounding area consists of residential neighborhoods east of the site, Peconic Bay south of the site, wetlands west of the site, and the LIRR tracks north of the site beyond which is high density housing. The proposed project is consistent with land use in the surrounding area, and lot sizes are significantly in excess of lots in the surrounding neighborhood. The density of development is consistent with Suffolk County Sanitary Code Article 6 for use of on-site sanitary systems. Subsoils are conducive to sanitary and drainage leaching facilitiei as - wAdenced by an on site test hole. Since the building sites are relatively flat, there are no significant topographic impacts or erosion potential expected. Though there are wetlands on the site, the depth.of lots provides more than adequate area for location of dwellings consistent with wetlands setbacks, New York State Department of Envirotzmental Conservation jurisdiction extends to the 10 foot contour, which is generally at tiie top'of the bank, therefore proposed activity within building envelopes would not be sub}ect to . NYSDEC jurisdiction. Town.of Southold Trustees jurisdiction extends 75 feet landwgrd of designated wetlands. It is recommended that an area at the rear of the proposed lots be left to remain natural, by providing a 100 foot setback from wetlands. This will provide adequate adjacent area buffer to ensure that land use does not impact wetlands, and if C;{ARLES V� SOCIA7ES, INC. _NI�ltACr4MF�li �� G CONSULTANTS Pagel nn Mlrie Nelson Subdlylsion YaviranmenW Review the is no acsvity proposed within 75 feet of the wetlands, no Town permits will be required: Agy change in site conditions seaward of 75 feet rom wetlands Aid require a Town permit, and any activity seaward of the 10 foot contour will require a NYSDEC permit. Building permit plans may be reviewed to determine conformance with required. buffers. It is suggested that healthy specimen trees be retained within lots wherever possible. The addition of three additional homes oa Nnth.Street is not exptmted to overburden transportation systems, nor is the addition of three additional residential units community services, and families expected to cause a significant impact on �siter, local dt -demography or other human resources. The site use is consi5-tent with the residential character of the area,therefore,no siOEcant visual impact is expected. i ♦ + If the planning Board is in agreement with the assessment provided above, ,xe believe that the proposed project will not cause a sioficart adverse impact upon natural or human environmental resources. Accordingly, the Board may wish to consider the adoption of a Negative Declaration in connection with this project. Thank you for the opportunity to provide you urith input on this project, and please do not hesitate to call if you have any questions. Very truly yours, Charles J. Voorhis,CEP,AICP CHARLES V� ?R' I ; SOCIATE$, INC. PA o =41VIRONMEN�` CONSULTANTS PLANNING BOARD MEMBER6 gU'FFQZk Town Hall,53095 Main Road RICHARD G.an WARD o�0 G,y� P.O.Box 1179 Chairm Southold,New York 11971 GEORGE RITCHIE LATHAM,JR x BENNETT ORLOWSKI,JR Fax(516)765-3136y WILLIAM J.CREMERS d Telephone(516) 765-1938 RENNETH L.EDWARDs PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 30, 1996 Linda M. Dieterich, Esq. P.O. Box 903 Riverhead, NY 11901 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 J Dear Ms. Dieterich: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, January 29, 1996: BE IT RESOLVED to adopt the January 5, 1996 Suffolk County Planning Commission report with the following amendment: Condition Number 2 is to be omitted. Numbers 1, 3 and 4 of the Suffolk County Planning Commission report must be included in the Declaration of Covenants and Restrictions. Please refer to the Planning Board's December 12, 1995 correspondence for additional information regarding the covenants and restrictions. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Ward Chairman enc. cc: Suffolk County Planning Commission Frank Cichanowicz Pat Nelson COUNTY OF SUFFOLK ROSERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING STEPHEN M. JONES. A.J.C.P. OIRECTOR OF p"NNING January 5, 1996 Mr.Richard G. Ward Town of Southold PIanning Board Main Road Southold,NY 11971 Re: Minor Subdivision-Ann Marie Nelson Dear iN&Girandola: The Suffolk County Planning Commission at its regular meeting an January 3 1 996 reviewed the proposed subdivision plat, entitled, "Minor Subdivision-Ann Marie Nelson" ref to it pursuant to Section A14-24,Article MV of the Suffolk Coun A erred ty dministratiye Code. The attached Resolution signifies action taken by the Commission relative to this application. Very truly yours, Stephen M. Jones Director of Planning by � t Robe E. R.iekert,Principal Planner Subdivision Review Section RER:pk File: S-SD-95-08 Attachment f i 6 _ AMELSON.WPO 1 I1 i .1AlV I Z i��fi 220 RABRO ORIyE A .�.. P.O. 80x 6100 ■ HAUPPAUGE. LONG 1SLAN0. NY 1 t7 813 0099 f316) 853-5192 FAX (316)883-4044 File No. S-SD-95-08 Resolution No. ZSR 96-04 of Suffolk County Planning Commission Pursuant to Sections Al4-24,Article XIV of Suffolk County Administrative Code WHEREAS, pursuant to Sections A14-24,Article XIV of the Suffolk County Administrative Code,a referral was received by the Suffolk County Planning Commission on December 14, 1995, with respect to a proposed plat entitled, "Minor Subdivision- Ann Marie Nelson", submitted by the Town of Southold Planning Board affecting premises located on the westerly side of 9th Street, opposite Brown Street, Greenport, and WHEREAS, said referral was considered by the Suffolk County Planning Commission at its meeting on January 3, 1996, and WHEREAS, the Commission has voted to approve with certain changes said referral,Be It Therefore RESOLVED, That the Suffolk County Planning Commission hereby approves and adopts the report as modified of its staff as the report of the Commission,Be It Further RESOLVED, That said proposed plat is approved subject to the following conditions: 1. Lots 1,2 and 3 are considerably larger than that required by the zoning classification of this property. Therefore, these lots shall be made subject to a covenant that will prohibit future subdivision. 2. Since passing trains can result in noise levels of 70-75 dBA, or greater,within a residential structure and since such noise levels can awaken adults, disturb babies, and interrupt normal activity, r a) The residential structure on lot 4 shall be setback from the railroad right-of- way the maximum distance possible; b) a buffer having a minimum width of 50 feet shall be established along the railroad right-of-way and the natural vegetation within the buffer shall be retained and supplemented with suitable indigenous plant materials where necessary. 3. No new residential structure or sanitary disposal facility shall be constructed or otherwise located within 100 feet of the adjacent wetlands or Peconic Bay. Page 2 File No. S-SD-95-08 4. No stormwater runoff resulting from the development and improvement of the subdivision or any of its lots shall be discharged into the adjoining bodies of water or wetlands in and bordering the parcel. 5. Conditional approval of this subdivision does not in any way imply approval of the layout of future subdivision of Lot#4 presently under consideration. Motion by: Commissioner London Seconded by: Commissioner Macco Commission Vote: 10 Present -Yeas 10 Nays 0 Abstentions 0 Dated: January 3, 1996 Hauppauge,New York Suffolk County Planning Commission F:IPENW,ABOSSSTUFIW POOCS%SUBOMPERMIFORMSM-SS095.RES r Sw6 F PB CHARLES V SOCIATES, INC. ENVIRONMENT ND G CONSULTANTS January 22, 1996 Melissa Spiro Planning Board Office Town of Southold { Town Hall, 53095 Main Road JAN z 3 `..i Southold,New York 11971 F ' Re: Proposed Minor Subdivision for Ann Marie Nelson Greenport,New York, SCTM No. 100045-6-9 Dear Melissa: I am in receipt of your letter of January 4, 1996 requesting an environmental review of the above referenced project. Included with the correspondence is the Full EAF completed by the project applicant,the subdivision sketch plan and the Planning Board resolution dated December 11, 1995. At this time we have completed the following services with regard to this project. 1. Review of Full EAF The Full EAF submitted by the project applicant has been reviewed. Please note that the EAF was incomplete as submitted. We have reviewed the EAF against our office literature, field inspection and the proposed project plan. Attached,please find the "marked up"EAF providing appropriate information and corrections as necessary. 2. Field Inspection and Project Review CVA inspected the subject site on January 18, 1996. There was light 6now cover on the ground at the time of inspection. The subject site is an existing estate, 12.1 acres in size, located to the west end of Ninth Street fronting Peconic Bay. The site includes an existing house with a number of sheds and garages. There is a boat basin in the southwest corner of the site, with wetlands adjacent to and withni ibe subject property along the west side of the site. The property extends north to the Long Island Railroad. The main house and appurtenances are located at the southern end of the site. This area is not proposed to be changed as a result of the proposed project. The northern half of the site is proposed to be subdivided into three lots, for a total of four lots including the remaining 7.2 acres which would be associated with the eristing home and improvements. Proposed lots would be 74,000 sq. ft., 70,000 sq. ft. and 68,000 sq. ft. from north to south. Each lot would have 155 feet of frontage and would be between 515 and 578 feet in depth. Lots are proposed to be serviced by a public water main existing along Ninth Street. Each lot is proposed to utilize an individual on site sanitary system. 54 NORTH COUNTRY ROAD, SUITE 2, MILLER PLACE, NY 11764 * (516) 331-1455 0 FAX 331-8046 a Marie Nelwa Subdivision Environmental Review Access would be directly to Ninth Street via driveway. The subdivision plan depicts a building envelop for each lot consistent with Town Zoning. A hypothetical house location, driveway, on-site sanitary system and dry well is also depicted for each lot. Inspection of the parcel finds high marsh tidal wetlands on the west part of the site. These wetlands exhibit man-made influence in the form of mosquito ditches to avoid stagnation which promotes mosquito breeding. An active osprey nest was observed off the site along the beach front to the west, and several species of wild ducks were observed in association with wetlands west of the site. The man-made and bulkheaded basin on the south part of the site provides navigable water access to Peconic Bay from within the site. The upland portion of the west side of the site is comprised of a low bank that is vegetated in primarily briar understory, and primarily oak tree species. The area at the south part.of the site comprising Lot 4 is primarily landscaped and lawn area in and around the buildings,with driveway access and paths between sheds,buildings, etc. North of this area appears to have been primarily cleared area with fruit trees associated with the old farm. At present this area is characteristic of overgrown field. Juniper and ornamental evergreen vegetation is present along the road and within the site, and there is a row of old fruit trees running north-south, west of the street. There are also several north-south running fences within this portion of the property. The north central part of the site is old field with pioneer species of vegetation colonizing. Locust saplings,grasses and several clusters of juniper dominate this area. The field opens to grassland further west. Between the low bank that descends to wetlands and the open grasslands is a north-south running dirt road, used to traverse the property. The east side of this road is lined with oak trees. There is a small cinder block shed at the extreme north end of the property adjacent the railroad. The surrounding area consists of residential neighborhoods east of the site,Peconic Bay south of the site,wetlands west of the site, and the LIRR tracks north of the site beyond which is high density housing. The proposed project is consistent with land use in the surrounding area, and lot sizes are significantly in excess of lots in the surrounding neighborhood. The density of development is consistent with Suffolk County Sanitary Code Article 6 for use of on-site sanitary systems. Subsoils are conducive to sanitary and drainage leaching facilities as evidenced by an on site test hole. Since the building sites are relatively flat,there are no significant topographic impacts or erosion potential expected. Though there are wetlands on the site,the depth of lots provides more than adequate area for location of dwellings consistent with wetlands setbacks. New York State Department of Environmental Conservation jurisdiction extends to the 10 foot contour,which is generally at the top of the bank, therefore proposed activity within building envelopes would not be subject to NYSDEC jurisdiction. Town of Southold Trustees jurisdiction extends 75 feet landward of designated wetlands. It is recommended that an area at the rear of the proposed lots be left to remain natural,by providing a 100 foot setback from wetlands. This will provide adequate adjacent area buffer to ensure that land use does not impact wetlands, and if CHARLES V R 1� SOCIATES, INC. ENVIRONMEN G CONSULTANTS Page 2 _-in Marie Nelson Subdivision Environmental Review there is no activity proposed within 75 feet of the wetlands, no Town permits will be required. Any change in site conditions seaward of 75 feet from wetlands will require a Town permit, and any activity seaward of the 10 foot contour will require a NYSDEC permit. Building permit plans may be reviewed to determine conformance with required buffers. It is suggested that healthy specimen trees be retained within lots wherever possible. The addition of three additional homes on Ninth Street is not expected to overburden transportation systems, nor is the addition of three additional residential units and families expected to cause a significant impact on community services, character, local demography or other human resources. The site use is consistent with the residential character of the area,therefore, no significant visual impact is expected. If the Planning Board is in agreement with the assessment provided above,we believe that the proposed project will not cause a significant adverse impact upon natural or human environmental resources. Accordingly,the Board may wish to consider the adoption of a Negative Declaration in connection with this project. Thank you for the opportunity to provide you with input on this project, and please do not hesitate to call if you have any questions. Very truly yours, Charles J. Voorhis,CEP,AICP CHARLES V R 11 SOCIATES, INC. ENVIRONMEN 0 CONSULTANTS Page 3 PART 1—PROJECT iNFORM4 ON Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on'information currently available and will not involve new studies,research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. 301 c Y?7--?ib3 �w) NAME OF ACTION 1n�.012v \..•.��� 5`TWt•T�S LOCATION OF AC IQN(Include ttreet Address.Muni vpallty and County) --� NAME OF APPLICANTISPONSOR BIJSINESS TELEPHONE ADDRESt CITYIPo(S-080 uor+h Gcea"r r• FfZ I DN ,;;n er7s i2 4, FL, 33 qo,1— oS2.) STATE i ZIP CODE j J NAME OF OWNER(If different) j BUSINESS T LEPHONIE fs • 0 ADDRESS CITYIPO i STATE ZIP CCD'c i I DESCRIPTION OF ACTION M t f-Ja2- \J o &J t Please Complete Each Question—Indicate N.A. if not applicable A. Site Description Physical setting of overall project, both developed and undeveloped areas. /� 1. Present land use: Urban Olndustrial OCommercial Residential(suburban) C4eural (non-farm) OForest OAgrtc4ture OOther 2. Total acreage of project area: a7. acres. r APPROXIMATE ACREAGE t PRESENTLY A�ER C 1APLETION Meadow or f3rushland (Non-agricultural) acres acres Forested acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) '#cam• 7 _ acres acres Water.Surface Area .:` �•023 acres _t CZo233 acres Unvegetated (Rock, earth or fill) acres acres Roads, buildings and other paved surfaceg f � acres "� acres Other (indicate type) acres c3• 00 acres 3. What is predominant soil t pe(s) on project site? 7e [�' a. Soil drainage: Nell drained 7,f % of site ❑Moderately well drained 40 of site Poorfy drained -C-'*AP5 % of site: b. If any agricultural land is involy how many acres of soil are classified within soil group 7 through 4 of=the NYS� Land Classification System? acres. (See 7 NYCRR 370). 4. Are there bedrock outcroppings on prof site? CYes f a• What is depth to bedrock? (in feet) 2 .ri�a�iri•...w....t:.. .:._ ... ...,... ...n..:..c+..�i-,.r..e... .......,....+...�+-...o-...wwy... •S. Approximate percentage of pro d project site with slopes: olm 00% , ( „% C'10.15% % 015% or greater 1,6 6. Is project substantially contiguous to, or coin a building, site, or district, listed on the State or the National Registers of Historic Places? - ❑Yes f�'hlo. 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? OYes &No 8. What is the depth of the water table? _4 {D (in feet) 9. Is site located over a primary, principal, or sole source aquifer? ❑Yes ONo , 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑Yes ONo 11. Does project site contain any species of pla t or animal life that ik identifie as t reatened or endangered? ❑Yes W<O According to Identify each' species 12. Are there any uniq or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) Oyes WNo Describe 13. Is the project site resently used by the community or neighborhood. as an open space or recreation area? Oyes � o. if yes, explain 14. Does the present site include scenic views known to be important to the community? ❑Yes ONo 15. Streams within or contiguous to project area: a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name b. Size (In acres) 17. Is the site served by existing public utilities? OYes clygo a) if Yes, does sufficient capacity exist to allow connection? *es ONo. b) It Yes, will improvements be necessary to allow connection? ❑Yes Flo 18. Is the site located in an agricultural district c rtified pursuant to Agriculture and ,'Markets Law, Article 25-AA, Section 303 and 304? ❑Yes ONO Ni►" 14 19. Is the site located in or substantial l c ntiguous to Cri ical Environmental Area designated pu suant to Article 8 of the ECL, and 6 NYCRR 617? f es ON WIONCphiC,$e � 20. Has the site ever been used for the disposal of soli or hazardous wastes? ❑Yes o B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor ,.� acres. b. Project acreage to be developed: acres initially; �•,5 acres ultimately. c. Project acreage to remain undeveloped acres. d. Length of project, in miles: (If appropriate) e. If the project is an expansion, indicate percent of expansion proposed f. Number of off-street parking spaces existing A proposed g. Maximum vehicular trips generated per hour (upon completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure -tL36 / height; width: 'tt-K length. j. Linear feet of frontage along a public thoroughfare project will occupy is? Vft. 3 2: How much natural material rock, earth, etc.) will be removed from. site? ry tons/cubic yards 3. Will disturbed areas be reclaimed? Oyes ❑No /A a. if yes, for what intend..,: purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? JlpYes ❑No eeor+�L&W, c. Will upper subsoil be stockpiled for reclamatioon?`. ❑Yes No t 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? _� acres. 5.'Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑Yes ❑No 6. If single phase project: Anticipated period of construction months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of commencement phase.1 month year, (including demolition). c. Approximate completion date of final phase month year. d. is phase 1 functionally dependent on subsequent phases? ❑Yes ❑No 8. Will blasting occur during construction? ❑Yes ANO 9. Number of jobs generated: during construction ; after project is complete .� 10. Number of jobs eliminated by this project. 11. Will project require relocation of any projects or facilities? ❑Yes faN0 If ves, explain 12. Is surface liquid waste disposal involved? ❑Yes No a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? XYes D1<0 Type 14. Will surface area of an existing water body increase or decrease by proposal? C.-Yes 0<0 Explain 15. Is project or any portion of project located in a 100 year flood plain? ❑Yes •No 16. Will the project generate solid waste? Yes ❑No a. If yes, what is the amount per month OLZY4 _ tons b. If yes, will an existing solid waste facility be used? es ❑No c. If yes, give na X me location d. Will any wastes not Och into a sewage disposal system or into a sanitary landfill? es ❑No e. If Yes, explain 17. Will the project involve the disposal of solid waste? Oyes CTNo a. If yes, what is the anticipated rate of disposal? � tons/month. b. If yes, what is the anticipated site life? year s. 18. Will project use herbicides or pesticides? Oyes o 19. Will project routinely produce odors (more than one, hour per day)? ❑Yes CI No 20. Will project produce operating noise exceeding the local ambient noise levels? ❑Yes ©No 21. Will project result in an increase in energy ui& Yes o If yes , indicate type(s) � • 22. If water supply is from whits, indicator pumping capacity gallons minute. 23. .Total anticipated water usage per clay ? C —�...._gallons/day. c 24. Does project involve Local, State or Federal funding? ❑Yes Cam-~ If Yes, explain 4 25. Approvals Required: Submittal 1 pe Date City, Town, Village Board OYes NAo City, Town, Village Planning Board IvYes ONO A 90 It//S!¢ _ City, Town Zoning Board OYesJO�No City, County Health Department )(Yes O o J/ cS/67t Other Local Agencies OYes iNo Other Regional Agencies C1Yes o State Agencies OYesNo Federal Agencies OYes �No C. Zoning and Planning Information 1. Does proposed action involve a planning o- zoning decision? es ONO If Yes, indicate decision required: / Ozoning amendment Ozoning variance Ospecial use permit subdivision Osite plan ❑newlrevision of master plan Oresource management plan ❑other 2. What is the zoning class ification(s)of the site? 3. What is the-maximum potential development o the si developed as permitted by the pr e.nt zoning? /0 4. What is the proposed zoning of the site? i .5. What is the maximum potential development of the site ' veioped as per 'tted by the proposed zoning? 6, Is the proposed action consistent with the recommended uses in adopted local land use plans? es ONO 7. What are the predominant land use(s) and zoning classifications within a '/. mile radius of proposed action? 8. Is the proposed action compatible �adjioininglsurrounding land uses within a r/, 'le? ,U-Xes ❑ko 9. If the proposed action is the subdivision of land, how many lots are roposecR a. What is the minimum lot size'proposed? 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? :ryes 2<0 11. Will the proposed actiop create demand for any community provided services (recreation, education, police, fire protection)? +¢es p�Cjo a. If yes, is existing capacity sufficient to handle projected demand? �s ONO 12. 'Will the proposed action result in the generation of traffic significantly above a. If yes, is the existing road network adequa present levels? CYes @1Go . te to handle the additional traffic? ❑Yes ON'o D. Informational Details Attach any additional information as may be needed to clarify impacts associated with your proposal, please disctiss such impacts and the measures which you Propose to mit gaterse or avoid them. E. Verification I certify that the inforrna ' n provide I ab v is true to he best of iv knowled'e. Applicant/Spot Ni e A( Date / Signature Title If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 5 6.y COUNTY OF SUFFQLK Pf� ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING STEPHEN M. JONES, A.I.C.P. DIRECTOR OF PLANNING January 5, 1996 Mr. Richard G. Ward Town of Southold Planning Board Main Road ' Southold,NY 11971 Re: Minor Subdivision-Ann Marie Nelson Dear Mr.Girandola: The Suffolk County Planning Commission at its regular meeting on January 3, 1996 reviewed the proposed subdivision plat, entitled, "Minor Subdivision-Ann Marie Nelson" referred to it pursuant to Section A14-24,Article XIV of the Suffolk County Administrative Code. The attached Resolution signifies action taken by the Commission relative to this application. Very truly yours, Stephen M. Jones Director of Planning by Robe E.Riekert,Principal Planner Subdivision Review Section RER:pk File: S-SD-95-08 Attachment AWELSONPD FJ I 2 M .W SOURLD MAN PLANNING BOARD _j 220 RABRO DRIVE ■ P.O.BOX 6100 ■ HAUPPAUGE.LONG ISLAND,NY 117BS-0099 ■ (516)853-5192 FAX(516)853-4044 File No. S-SD-95-08 Resolution No.ZSR-96-04 of Suffolk County Planning Commission Pursuant to Sections A14-24,Article XIV of Suffolk County Administrative Code WHEREAS, pursuant to Sections A14-24,Article XIV of the Suffolk County Administrative Code,a referral was received by the Suffolk County Planning Commission on December 14, 1995,with respect to a proposed plat entitled, "Minor Subdivision- Ann Marie Nelson", submitted by the Town of Southold Planning Board affecting premises located on the westerly side of 9th Street,opposite Brown Street, Greenport,and WHEREAS, said referral was considered by the Suffolk County Planning Commission at its meeting on January 3, 1996,and WHEREAS, the Commission has voted to approve with certain changes said referral,Be It Therefore RESOLVED, That the Suffolk County Planning Commission hereby approves and adopts the report as modified of its staff as the report of the Commission,Be It Further RESOLVED, That said proposed plat is approved subject to the following conditions: l. Lots 19 2 and 3 are considerably larger than that required by the zoning classification of this property. Therefore,these lots shall be made subject to a covenant that will prohibit future subdivision. 2. Since passing trains can result in noise levels of 70-75 dBA,or greater,within a residential structure and since such noise levels can awaken adults,disturb babies, and interrupt normal activity, a) The residential structure on lot 4 shall be setback from the railroad right-of- way the maximum distance possible; b) a buffer having a minimum width of 50 feet shall be established along the railroad right-of-way and the natural vegetation within the buffer shall be retained and supplemented with suitable indigenous plant materials where necessary. 3. No new residential structure or sanitary disposal facility shall be constructed or otherwise located within 100 feet of the adjacent wetlands or Peconic Bay. Page 2 File No. S-SD-95-08 4. No stormwater runoff resulting from the.development and improvement of the subdivision or any of its lots shall be discharged into the adjoining bodies of water or wetlands in and bordering the parcel. 5. Conditional approval of this subdivision does not.in any way imply approval of the layout of future subdivision of Lot#4 presently under consideration. Motion by: Commissioner London Seconded by: Commissioner Macco Commission Vote: 10 Present -Yeas 10 Nays 0 Abstentions 0 'Dated: January 3, 1996 Hauppauge,New York Suffolk County Planning Commission F:IPENNnBOBS3'lUFiwPD0CS15 UBDMPERMIFORMSIRR-SSD@5.RES V y r COUNTY OF SUFFOLK Pb pS ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES MARY E. HIBBERD, M.D., M.P.H. COMMISSIONER January 8, 1996 Melissa Spiro [ [� Planning Board Office Town of Southold JAN I 1 1996 53095 Main Rd.,P.O.Box 1179 f 9 Southold,New York 11971 SOL: RE: Ann Marie Nelson(subdivision) SCTM#:1000 45-0&09 Dear Ms.Spiro: , The Suffolk County Department of Health Services(SCDHS; "Department")has received your letter dated, 1995,concerning the above-referenced project. The Department has no objection to your designation as lead agency. Based on a review of the subject coordination,the Department offers the following comments. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code(SCSC)concerns by appropriate departmental personnel when SCDHS applications are completed. Arbele 6 ARplication ftWg: An application for this proposed four lot subdivision was deemed incomplete on 9/19/95 pending submission of additional technical information,pernuts/revisions,including: test hole data,neighboring well and septic locations,revised plans,NYSDEC tidal wetlands permit and a SEQRA determination letter from the Town of Southold. The applicant must comply with the requirements of the Suffolk County Sanitary Code and relevant construction standards for water supply and sewage disposal. Design and flow specifications,subsurface soil conditions,and complete site plan details are essential to the DMSION OF ENVIRONMENTAL QUALM COUNTY CENTER RIVERHEAD.N.Y. 1 190 1-3397 1352-a 100 y ~ Letter to Melissa Spiro January 8, 1996 Page 2 review of this project. These considerations are reviewed completely at the time of SCDHS application. SCDHS maintains jurisdiction over the final location of sewage disposal and water supply systems. The applicant,therefore,should not undertake the construction of either system without Health Department approval. Thank you for the opportunity to review this application. I£you have any questions,please feel free to contact the Office of Ecology at 852-2741. S-iinAcerely,. Mark J.Reuschle Environmental Planner Office of Ecology MTR/amf cc: Vito Minei,P.E. Stephen Costa,P.E. LINDA M. DIETERICH M ATTORNEY AT LAW 548 ROANOKE AVENUE,POST OFFICE BOX 903,RIVERHEAD,NY 119o1 TELEPHONE(516)369-3311 TELECOPIER(516)727-3575 January 4, 1996 Melissa Spiro, Planner Town of Southold Planning Board 53095 Main Road Post Office Box 11799 Southold, New York 11971 re: Proposed minor subdivision for Ann Marie Nelson rawer- SCTM # 1000-45-6-9 Ghe�C i n d Dear Melissa: g D Pursuant to our telephone conversation of today, please find enclosed: 1. an application for.certificate of occupancy; 2. a consent to inspection; 3. a check for$100.00 to cover the cost of the pre-certificates of occupancy; and 4. a check for$400.00 to cover the fee for the review of the Long Environmental Assessment Form. I will discuss with my client the possibility of appearing at the Board Work Session on Monday evening. I will call you Monday to confirm our appointment. If you are in need of any further information, pl se do not hesitate to contact me at 369-3311. Ve truly yours, Li da M. Dieterich, Esq. LMD:Ibs encl. imli fox I !t SOUTHOLD TOV14 '' �' PLANNING BOARD MEMBER,.. SufFO(� RICHAR.D G.WARD � �� Town Hall,53095 Main Road Chairman G'�� P.O.Box 1179 GEORGE RITCHIE LATH",JR. O -� Southold,New York 11971 ti BENNETT ORZOW3HI,JR. Fax(516)765-3136 WILLIAM J.CREMERS O .F Telephone(516)765-1938 HENNETH L.EDWARDS 4$j0� �a0� PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 4, 1996 Charles Voorhis & Associates, Inc. Environmental and Planning Consultants 54 N. Country Rd. Miller Place, NY 11764 Re: Review of EAF Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Voorhis: The Southold Town Planning Board hereby refers the Environmental Assessment form for the above mentioned subdivision to your office for review. Also enclosed are: 1. Sketch plan dated October 30, 1995. 2. The Planning Board's resolution dated December 11, 1995. The Planning Board started the lead agency coordination process on December 11, 1995. The Planning Board received verbal notification on January 4, 1996 that the $400 review fee would be submitted shortly. If all is in order, the Board will make their SEQRA determination at the January 29, 1996 public meeting. . Please submit your report no later than January 19, 1996 in order for the Board to review it before the meeting date. The purchase order will be sent to you under separate cover. Please contact this office if there are any questions regarding the above. Sincerely, Melissa Spiro/ Planner encs. i o��S�FfO(KCo PLANNING BOARD MEMBERS Gyp Town Hail,53095 Main Road Richard G.Ward, Chairman en r? P.O.Sox 1179 George Ritchie Latham,Jr. O Southold,New York 11971 Bennett Mark S.McDonald y��l ��0� Telephone(516)765-938 Kenneth L.Edwards PLANNING BOARD OFFICE TOWN OF SOUTHOLD Anthony Volinski, Chief Greenport Fire District Third St. Greenport, NY 11944 Dear Mr. Volinski: Enclosed please find two (2) surveys dated 192 a for e� SCTM# 1000--45-G-9 ❑ The enclosed site plan is being referred to you for fire access review and for your recommendations as to whether any fire wells are needed. Please specify whether f irewells are shallow or electric. The enclosed subdivision is being referred to you for your recom- mendation at to whether any firewells are needed. Please specify whether f irewells are shallow or electric. Please reply b., la r 1995. Thank you for your cooperation. Sincerely, Richard G. Ward Chairman enc. S_ubmais8ton Without a Cover Letter Sender: R od Van i ul I Subject: �nn �- N�son Date: IL� 13lg5, SCTM#: 1000. Comments: DEC 13 M L SOUTHOLD TOWN PLANNING BOARD } q�oS�fFot,��o . PLANNING BOARD MEMBERS Richard G.Ward, Chairman y x Town Hall,53095 Main Road George Ritchie Latham,Jr. S • P.O. Box 1179 Bennett Orlowski, r So 971 Mark S.McDonald y��j �aO! Fax(5 6)765-3136 Kenneth L. Edwards Telephone(516)765-1936 PLANNING BOARD OFFICE TOWN OF SOUTHOLD �al�a�gS Re: Lead Agency Coordination Request Dear Reviewer. The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your response. Project Name: 41 A :Marie SCCrn*0 Coco — 45 - 4 Requested Action: Sob Qi's;oro ort Il.t Acre QrC2t lo+s. rye a� 'tGe i s CaW, '%A 9;2e 4rom 68,o0o cs, 79,0oaa # :31e_ !(VOK . 1bt u 1.� acres, _Pa(-re� locc,+r,� :n R"(D 7)'S}ric- ', SEQRA Classification: Type I �.D';At4 w.ft o So°` CC cEA C�.�.,.;.. ter' O Unlisted Contact Person: f'AP-\+ss:5 (516) 765-1938 Page 2 Lead Agency Coordination Request The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Please feel free to contact this office for further information. Sincerely, Richard G. Ward Chairman cc: -BeeFd ef-Appeals - Board of Trustees Building Department Southold Town Board Suffolk County Department of Health Services NYSDEC -.Stony Brook NYSDEC - Albany . k John Becht Greenport Public Utilities KRaymond vanEttmGreenport Village Administrator *Maps are enclosed for your review rev. 4/94 PLANNING BOARD MEMBERS Town Hall, 53095 Main Road RICHARD G.WARD P.O.Box 1179 Chairman a y� Southold,New York 11971 GEORGE RITCHIE LATHAM,JR. 00 T Fax(516)765-3136 BENNETT ORLOWSHI,JR • Telephone(516) 765-1938 WILLIAM J.CREMERS O KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 12, 1995 Ann Marie Nelson P.O. Box 596 Greenport, NY 11944 Re: Proposed minor subdivision for Ann Marie Nelson SCTM# 1000-46-6-9 Dear Ms. Nelson: The following resolutions were duly adopted by the Southold Town Planning Board at a meeting held on Monday, December 11, 1995: BE IT RESOLVED that the Southold Town Planning Board start the lead agency coordination process on this Type 1 action. The subject property is classified as a Type 1 action since it is located within 500 feet of a Critical Environmental Area (Peconic Bay). BE IT RESOLVED that the Southold Town Planning Board grant sketch approval on the map dated December 31, 1994 with the following conditions. r 1. The following must be shown on the final map: a) the wetland area and upland area for each lot, b) a 75 foot wetland buffer adjacent to all wetland areas. 2. The following terms shall apply to the 75 foot wetland buffer. Clearing and cutting within this area shall be limited to that necessary for proper maintenance and removal of diseased, decayed or dead material and obnoxious plant species. Such clearing and cutting shall be subject to review by the Board of Trustees of the Town of Southold Page 2 Proposed minor subdivision for Ann Marie Nelson December 12, 1995 prior to clearing and cutting to insure proper maintenance and preser- vation of the natural buffer. 3. Pre-certificates of Occupancy will be required to certify the pre-existence of all dwellings on proposed Lot No. 4. There shall be no more than one year round dwelling unit allowed on Lot No. 4. 4. Any further subdivision of Lot No. 4 shall be processed as'a major sub- division by the Planning Board. Conditions 2, 3 & 4 must be incorporated into a Dedication of Covenants and Restrictions in proper legal form. A copy of the draft Declaration of Covenants and Restrictions must be submitted to the Planning Board office for review by the.Planning Board and the Town Attorney. Once the document is approved, it must be filed in the Office of the County Clerk prior to any endorsement of the map by the Chairman. Sketch plan approval is conditional upon submission of final maps within six months of the date of sketch approval, unless an extension of time is requested by the applicant, and granted by the Planning Board. The final maps, 2 mylars and 5 paper prints, must contain a current stamp of Health Department approval, and must be submitted before a final public hearing will be set. The sketch plans have been referred to the Suffolk County Planning Commission (SCPC) for review. The Planning Board may require additional covenants and restrictions upon review of the SCPC report and review of the final maps. Therefore, it is not necessary to prepare the draft Declaration of Covenants and Restriction at this time. The sketch plans have also been referred to the Greenport Fire District for their recommendation as to whether a firewell is necessary for fire protection. You will be notified under separate cover if the Planning Board will be requiring a firewell as part of any subdivision approval. The Long Environmental Assessment Form has been forwarded to the Board's environmental consultant for review. There is a $400 fee for this review. This must be paid in full before authorization can be given to the consultant to proceed with the review. The check should be made payable to the Town of Southold. Page 2 Proposed minor subdivision for Ann Marie Nelson December 12, 1995 The Planning Board has reviewed the property and has decided that it is inadequate in size for a reservation of land for park and playground use. Therefore, a cash payment in lieu of land reservation will be required as per Section A106-38 (E) of the Town Code. The amount to be deposited with the Town Board shall be $6,000.00 (two thousand dollars per lot for each vacant lot in the subdivision.) Payment is required prior to any final endorsement of the subdivision. Please contact this office if you have any questions regarding the above. Sincerely, 1, 4�% Richard G. Ward Chairman PLANNING BOARD MEMBERS �y. Gyp Richard G.Ward, Chairman y Town Hail,53095 Main Road George Ritchie Latham,Jr. G �*► P.O. Box 1179 Bennett Orlowski,Jr. Southold, New York 11971 Mark S.McDonald y�lpl �aO� Fax(516)765-3136 Kenneth L.Edwards Telephone(516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD _Nce r.b e 2 t)., 1995 Suffolk County Planning Commission H. Lee Dennison Executive Office Building - 12th Floor Veteran's Memorial Highway Hauppauge, NY 11788 Attention: Mr. Frank Dowling, Senior Planner Subdivision Review Division Gentlemen: Pursuant to Section A14-24, Suffolk County Administrative Code, the Southold Town Planning Board hereby refers the following proposed subdivision to the Suffolk County Planning Commission: Map of INS ;)Name fJ Hamlet/Locality' 6 r«f r-t- S.C.D.P.W. Topo No.: Zonin `I C S.C. Tax Map No.: 1000 - 95 � 9 Major Sub. Minor Sub._�.iSite Plan Cluster Lot Line Change MATERIAL SUBMITTED: rjkCk� ,zlsil4 H Prel+minegr Plat (3 copies) X Road Profiles (1) Drainage Plans (1) Topographical Map (1) Site Plan (1) Grading Plan (1) Other materials (specify and give number of copies) Waiver of Subdivision Requirements - See attached sheet Page 2 Southold Town Planning Board Referral Referral Criteria: SEQRA STATUS: 1. The project is an ( ) Unlisted Action p (X) Type I Action V`tAw 5o6 C6A r`PPco,n Sa� ( ) Type II Action 2. A ( ) Negative Declaration ( } Positive Declaration ( ) Determination of Non-significance has been adopted by the Planning Board. 3. E.I.S. statement enclosed. ( ) Yes (>C) No 4. The proposed division has received approval from the Suffolk County Department of Health. ( )Yes (/,)No Comments: We request acknowledgement of receipt of this referral ( ) Yes ( ) No Referral received 1994 by the.Suffolk County Planning Commission and assigned File No. Sincerely, Richard G. Ward Chairman cc: Frank Cichanowicz ��gUfFO�,�co PLANNING BOARD MEMBERS oy� G� Richard G.Ward, Chairman C* x Town Hall,53095 Main Road George Ritchie Latham,Jr. 0 P.O. Box 1179 Bennett Orlowski,Jr. Southold,New York 11971 Mark S. McDonald Al �`a�� Fax(516)765-3136 Kenneth L. Edwards Telephone(516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ilecerr betZ 11, 1995 James Richter, Road Inspector Highway Department Peconic Lane Peconic, NY 11958 Dear Mr. Richter: The Southold Town Planning Board hereby refers the following application for your review. Application Name: q�n MG�;t /�lelso iv Tax Map No.: 1000- jI s- 6- g Street Location: ,&%nN�\ S-t r-P e'C Hamlet Location: (',raenaarCC - Type of Application: X Sketch Subdivision Map (Dated I Z/ 1 i /9H ) Preliminary Subdivision Map (Dated Fnal Subdivision Map (Dated Road Profiles (Dated_ Grading and Drainage Plans (Dated Other (Dated Sketch Site Plan (Dated Preliminary Site Plan (Dated_ Grading and Drainage Plans (Dated Other (Dated Commentsa reu�e�a OVPfaQQ c i. C�e�;'�te... �t: a v..r r�r �n�ac. `n•�Y trams re c� c�.r� Contact person: SUFFOc� Albert J. Krupski,President ��0 CDy Town Hall John Holzapfel,Vice President � 53095 Main Road William G. Albertson Ca P.O. Box 1179 Martin H. Carrell Southold,New York 11971 � • �'¢ Peter Wenczel �1Q1 �a0 Telephone (516)765-1892 Fax (516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Melissa Spiro Planning Board o� FROM: Albert J. Krupski, Jr. t 1` President, Board of Trus ees RE: Proposed Minor Subdivision ANN MARIE NELSON DATE: November 29, 1995 The Board reviewed the suvey dated as amended, Dec. 31, 1994 and see no problem with it as the building envelope is out of the Trustees jurisdiction. If you have any questions, please contact our office. NOV 2 9f j SOU 14OLD TOWN PLkMNING WARD Sub-in fan Without a Covcr d Sender: A n r, Subject: Date: ( 1{ 5 SCTM#: 1000. y 5 6 - �( Comments: 3000, p() Gkc�l2 „� �rawr,Z ?,�'� �'o r� rpm OCT 16 O san iowu PLANNING BOARD MEMBER. SVFFO(� • �0 CC Town Hall,53095 Main Road RICHARD G.WARD �O Chairman cm Gy� P.O.Box 1179 GEORGE RITCHIE LATH".JR. - Southold,New York 11971' BENNETT ORLOWSKI,JR. N x Fax(516)765-3136 WILLIAM J.CREMERS Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Albert J . Krupski ,. Jr. President, Board of Trustees FROM: Melissa Spiro Planner RE: Proposed Minor Subdivision Ann Marie Nelson West side of Ninth Street, Greenport SCTM#1000-45-6-9 DATE:. October 12, 1995 Enclosed please find a copy of the map dated December 31 , 1995, for the above mentioned subdivision. Please verify the wetland boundary shown on the map. enc. PLANNING BOARD MEMB . SUFFQ RICHARD G.WARD ��� CQ Town Hall,53095 Main Road Chairman �� Gy� P.O.Box 1179 GEORGE RITCHIE LATHAM,JR. CODSouthold,New York 11971 BENNETT ORLOWSKI,JR. %y Fax(516)765-3136 WILLIAM J.CREMERS + Telephone(516)765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 18, '1995 Mrs. Ann Marie Nelson P.O. Box 596 1420 9th Street Greenport, New York 11944 RE: Proposed Minor Subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mrs. Nelson: As per our telephone conversation of this morning, I have listed the fees which will be required for your proposed subdivision below. The application will remain incomplete until the application fee is submitted. The application fee for minor subdivisions is calculated by the number of lots in the total subdivision. Your proposed subdivision is for a total of four (4) lots. Therefore a $3,000.00 application fee is required ($1,000.00 plus $500.00 per lot). Once the Planning Board receives a complete application, the environmental review will be conducted. The Planning Board will be referring the Long Environmental Assessment Form, which was submitted with your application materials, to an environmental consultant for review. There is a $400.00 fee required for this review. .When land is subdivided, land for park and recreation purposes must be designated within the subdivision. Where the Planning Board deems that a reservation of land would be inadequate in size for park or playground use (which is likely in your proposed subdivision), the Planning Board may waive the requirement for such reservations, with the condition that the applicant deposit with the Town Board a cash payment in lieu of land reservation. The amount required is two thousand dollars ($Z,000.00) per lot for each vacant lot in the.subdivision. Therefore, a payment of six thousand dollars ($6,000.00) will be required prior to any final approval of your proposed subdivision. Ann Marie Nelson September 18, 1995 Page 2 The fees mentioned above are those required by the Planning Board. There are other costs associated with the subdivision- process that are not directly associated with the Planning Board. I have listed those that come to mind below: 1. Surveyor's charge for making changes/additions to the survey. 2. Cost to prepare and record Declaration of Covenants and Restrictions, if such is required by the Planning Board or the Suffolk County Planning Commission. 3. Subdivision improvements (for example street trees or drainage. improvements) if such are required by the Planning Board during subdivision review. The improvements must be completed prior to any endorsement of the final subdivision or a performance guarantee for the improvements must be submitted. 4. The Planning Board will be referring the proposal to the Suffolk County Planning Commission (SCPC) for review. The SCPC will contact you if a review fee is required. 5. All approved subdivisions must be recorded in the Suffolk County Clerk's Office. There is a filing fee for recording subdivisions. 6. Fees associated with obtaining approvals from the Suffolk County Health Department and the Village of Creenport for water supply and sewage disposal. I hope this information is of help. Please feel free to call me if you, have any further questions. Sincerely, Melissa Spiro" ' Planner „ .1 ter, ,,..;,.. '•..;^;.•:.� .:r. C 0�' Py Q&er MAYOR DISTRICT SUPERINTENDENT OR UTILITIES DAVID E.KAPELI. JOHN 1.'JACK”BECHT ll UTILITY OFFICE TRUSTEES �j `ESE 1 `ti (516)477-1748 JOHN A.COSTELLO N P Q� 1"(316)477-1707 GEORGE W.HUBBARD POWER PLANT WILLIAM J.MILLS III 236THIRDSTREET (516)477-0172 BARBARA HEANEY GREENPORT,NEW YORK 11944 i . i August 18, 1995 Suffolk County Department of Health Services Suffolk County Services Riverhead, New York 11901 RE:Anne Marie Nelson Minor Subdivision Suffolk County Tax Parcel : 100-45-6-9 Ninth Street, Greenport,NY Dear Sirs: In reference to the above mentioned property, the Greenport Water District does have a water main on Ninth Street and at the appropiate time, when these lots are sold, the individual lot owners can make application to the Greenport Water District for water. The moratorium of water hook-ups does not apply to this sudivision. ery tr y yours, John J. Becht District Superintendent of Utilities JJB: fka wp8. 95 ' } AUG 2 4 1995SOO PLANNING BOARD Over 100 Years of Community Service o��gUFFO4co�� PLANNING BOARD MEMBERS Richard G.Ward,Chairman W z Town Hall,53095 Main Road George Ritchie Latham,Jr. P.O.Box 1179 Bennett Orlowski,Jr. �i �� Southold,New York 11971 Mark S.McDonald 0( ��� Fax(516)765-3136 Kenneth L. Edwards ��. Telephone(516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 1995 Robert Patrick Nelson P.O. Box 596 1420 9th Street Greenport, New.York 11944 RE: Proposed Minor Subdivision for Ann Marie Nelson SCTM# 1000-45-6-9 Dear Mr. Nelson: The Planning Board has received the application materials for the above mentioned subdivision. Please note that the application is incomplete since the application fee was not included with the appplication materials. The application fee for the subdivision is $3,000.00 ($1,000.00 plus $500.00 per lot). The Planning Board cannot proceed with the subdivision review until the application fee is submitted. In addition, a notarized letter from Ann Marie Nelson is required to allow you to proceed with the subdivision on her behalf. Please contact me to discuss other items pertaining to the subdivision process. Sincerely,, elissa Spir Planner i Submission Without A Cover Letter Date: 5�ZS�gs Sender: Subjeet: Rnnmarie �1�{Son SCTM#: YOOO- S-�_� Comments: m im( Sub-= Q•pQ I i • p ff w M PLOANNfNG Anion I i • r<r t 3. `iS•,�•�, r' 4 _ �, 4..,.I.J�T!1 t'rd�b0: 1�`"1�I.lua. .+J S,v Iie,.[ .u:,..,es.,ne.r.,,....".,. .. ... ..wp�w.>�iSnµ.• , .. .,'� eowsuT YOtla ul,wvlR MPOW asesOra»as tNSTRUMWT--n"04%TM•1MWT V—A&D A true sY uwrses ONtY= , f 544 r THLS IND Inad,the 1�ENTl1R1; � 1-y of 'Al Ly m.•n-rn 1._ •ry and sixty-eight , ,. BETWEFS t ,L Q C(AEICE R. TONF,R, residing at Greet.;.,..,.._ tia'_folk C•tlt,ty. 1 ni the hrw part,ud ANN M%RIE NELSON, re r.id .,.,.a . Rockwood R::ad, MaLnhasset. New York, S party of the sanod PUL 51 WnWESSETK that the party of the first part,in c 6&-rxti of Ten Ix>tlar:....,ahcr raloable coaudcratio ^•+[ fu,d by the PaM of the a000d Part,doa hereby grant anti rckaae.UW11 ItK tom•` of:lye le ad pan,(M liars or aticcemrr sad ascpta of the pat t?of the feC9ad part forratr, Ail.thu crnain plat,piss or pared of land,with the buAd,np and rmprorea.eota th r erected,situate. �n naandbeir9;mnha at Greenport, In the Town of Sou_..•;ld, County of Suffol and State of New York, bounded and described as :ollows; {, BEGINNING at the point of intersection of the southerly side of land' ' the Long Island Railroad company with the westerly side of Cherry L or Ninth Street; RUNI;ING THENCE South 12 degrees 11 minutes 20 second ' West along the westerly side of Cherry Larva or Ninth Street, 708.97 feet to the southerly and of Cherry Lane or Ninth Street; THENCE Sou ;•�. . 79 degrees 2B minutes 50 seconds East along the Southerly end of Cite Lane or Ninth Street, 33 feet to a point; THENCE South 12 degrees lI minutes 20 seconds Meat, 445.18 feet to the highwater mark of Peconi w" Bay; THENCE along the high water mark of Pecon.t2 Bay the following ti line course and distance: 1. North 68 degrees OF minutes 20 seconds 3fb Neat, 493.79 feet to land now or formerly of T yurzenla; THENCE Nor 06 degrees 01 minutes 20 seconds East along sale, _ast mentioned land, 896.18 feet to the southerly Bide of land of the Long Island Railroa Company; TfTENCE North 84 degrees 10 Minutes 40 seconds East along sal last mentioned land, 578.31 feet to the westerly side of Cherry Lane Ninth Street at the point or place of BEGINNING. SUBJECT to purchase money second mortgage to the sum of $14,000.00, t part of the consideration herein, bearing even t^,ate herewith and it ' is the intention of the parties that said mortgage and this deed be recorded simultaneously. f .7 �'re, SUBMISSION WITHOUT COVER LETTER - DATE: 2-12 6 SENDER: �(.L� NC',r som SUBJECT: fnin0( Su.bdiV- SCTM : COZ-ZIENTS: czpplICQ.t1on - oyl K vlevv `� no Plm►-,s 3 7s �ck a u -+o VTA ve c,"Id FEB 28 M SOUTHOLD TOWN- PLANNING BOARD SUBMISSION WITHOUT COVER LETTER - DATE: r s SE NDER: 0.� � OAJ •,Uels SUBJECT: ��nvN AAc e i,2 N4e,(S D A) SCT.1�: COZ-1t ENTS: _ `t77 - soI o a c. ) JAN 9 g ; PLLAUNNING BOARD RECORDED JUL 23 A. `. NORMAN KLlPP -� i a BOOKMAP !� s, ESC. �1� I moor 4 e� TO CARD `:. TOWN IF_ ER... . .. STREET VILLAGE D1ST, SUB LOT LOT 'v U_- -444 1mtj4,xj�4j_, gx/ »,..- /', . _ `Y�-rig. Yt' y�9*:�y:•.•�t, . � FORMER OWNER INfA ,: _ :; - �• :: r : R,; r S , W. `" S•. BUILDING ;RES;'° SEAS. VL, FARM COMM. CB. MIS ;, It LAND IMP, TOTAh r DATE REMARKS i-``'�.; .. • 'Yo o 1.3 : s r.�•.'• .ram,; .. AGE BUILDING CONDITION'. .�`ya '= ;"``... Nk7J1! NORMAL BELOW �►BOy� : r: : :; FARM Acre Value Per Value Acre Tillable 1 Tillable 3 Woodland O ATE ' Swampland W R FRONTAGE N Brushland FRONTAGE ON ROAD House Plot DEPTH ' BULKHEAD. D . r: ''�"�1:u''lava��j�t"• � °1ii.v y:r};�YYi��/••,{+��.n �' '�•'r'�� t:. . �� ., ea �•.�'*.:i.4•'.@1^.i'`,r.��+' ii�'yF:3 3i�:?,M,:fit: •i:?:,.ri����'�:•,-� ;4t• tits: �.�,_�F•- ,,,t� «'tom} •yv»ao-,N�...0 .:... i. . •. , ... \.:��q y;... :}r"t..''f��;zY:-3.�s1'�1 sy •j��4r:t� :3.'\Y+y��i•t Its1 `.G .[,..'t ca;,L".q;ki it4� , `'„•'.,r.:y¢::,LPL ; Till -------------- ., 41 .!Bldg,, :...._ : •< � ���:^�.:; :+.. ,: ' .:.� ' '-�`: undotion ��'IGI Bath Z tte ti.• : Dine ension Ba§mien#YY ^1Yb:; Floors K Floo kiitension X,�® :��.� , �C1: . .._..:, ..-.�,. h •�.,' �:.,_..... = dO� �- Waoib J1,74VICW ills Interior Finish � l_R. relcice Heat GtJ DR. k Z'VD /.Sf s. ,R;r�o' YPe Roof Rooms 1st Floor g x ac •s�o. R. reation Room Rooms 2nd Floor FIN. B. kr> Dormer. a�}.+ Driveway } _ ,3.oh ITM 9 .ip. �•R'•:]rk:l'e���:4��.��'�"t'4�`�'r� .E rYl y •f.' i A. TOWN OF SOUTHOLD PROPER Y . RECORD" CARD <����.v. VILLAGE DIST S1�B, LOT '`!.!r OWNER STREET ' - :;. I- FORMER OWNER N t �' :, •.. ��.,�;.` ;±�'��:3 '�� � ;,mYj-� •fz.,., . . Ir.,<::..: •}'�� -�r S/�.�tit' SA:��.j.� ] 'i:-.'-': �• ' FA COMM CBr MlS1:.. .. f SEAS. VL. C..:. T REMARKS T�r ' :LAND ' IMP. TOTAL DATE RE �' F • _ :fie'J;;-;:.�:.:'.Y's:.'- -•.' :+' :. 7. /// , _- ,� lP OGd Lo o _ A/ f.y ...N N RMAL Ir B V %, •a ?' FARM Acre Value Per value Acre '_.Tillable" '1 Ail IT ILI Z/ i 1-3 ' :;:,�;- �r s=�oNT G� oN.,,W;. R�.. ,; - r�:;::�. i- `.:�•'�,�� � �;. o land • . �. ';� • ; ' ... F .O TAG ,ON:.ROAP �rushland: , House.Plot BULKHEAD. , a . .;,:.. '� s � � `�t'�'•� DOCK � � • ' ,;'��' ,:;,.�`° . ' . Tctd:`•` a� "� 77 :x ieelosstrrrrrrt®rr ■ r®srrrrrrrrrtrrrrrErttrt , rMEMO rranon rrorr®rtrrr vnri ANiirr� ``" rrear��r■■iv �� ■rrrr ,trrrr�/Gt4t � iitri loonri �•: �.- _. _ 't Y �i�r®rrrr MEN ttt®�®rrrrii�iio�rrrrrr�e�rr rrrr r�arrrr 0O���r�® o rrirrrt�rrrrrrr1111M, �rrrrrrrrrrrr M Bldg. of■®rri�rrrr®®iii�rrir®i®®i LA rsUrr■®ro�rrr�rrrri®irr®rr®r®i Exterlsia,W R", W-AKUkj* trrrrrvtrri e ��Ir�7� ®�cn'r:��:��t�,�i■®Omar ■rrM� Ext ®rrer�� rrrrrrirrrr� - r�t+rrrrrrrrrrrri�r rirrsr f . . r�rrrrri�rrr�ir®riiit®rrrrirrr d Pori Breezeway . .. �� '.. • r -•.rns..2npnd Fl000r Dormer •1 x .tr.Sr�:i�°n � I _ 4A, \.. TOWN OF SOUTHOLD PRopERTY . RECD tD::4:CARD �� r DIST. .::. SUP, LOT OWNER STREET VILLAGE AA )it 'gj -0,64:L-) A434 FORMER OWNER N , E :,::.:" ACR. a r fCILA Yy f TYPE OF BUILDING COMM. CB: , MICS, ,j Mkt.`Value RES. SEAS. VL. FARM IMP: .-TOTAL DATE REMARKS /,fD D C i-%? 7 7G 9)LA'P�R �P7i8 ,s--a / vn 2 d 7 7� z� . 1 3 Y . 'ar - avc. { z C} g r ~ . ' AGE BUILDING CONDITION NEW NORMAL BELOW AB�VE ,:�;:.. FARM Acre Value Per Value Acre . Tillable FRONTAGE ON WATER FRONTAGE ON ROAD Woodland . _ DEPTH Meadowland House Plot BULKHEAD Totalww DOCK A 0.0 P CL 0. UNION FREE SCHOOL 'Qze:n'. 71PI 3 :L MST. No.10 �0 1-4 • J I WATEN LIKES It..W 2.,F!f U.0 IV ♦ \F W a :-I 4 ...... . FD 4A *D 1'L � 'V d - �/ .� •��A`' .N'WO •,.y+� "�., .v..v. \ z pl 1 •`�gy{ �ace See''nb a.e L OA10.A 4 14A(.)0 -qG j 0. 16 ,a 6 VS50 a.aA Bp J. k.. (D 10.2 4 Ea W.] W.) ,Oa WNCCL 4 SEE SEC 0 G 0 7.1 2.911 11 ULCO a.5A(.) SEE SEC NO 133 IS 15.2AW 4 -At.) 11"IA—NO 2.IA(l FOa.=L cra ILL S.SEC NO SEE .. NA LINE 9CE—W 053 Legend Key'Ap COUNTY OF SUFFOLK "'Nop SOUTHOLD SECTION NO. Real Property Tax 045 NII Service Agency VILLAGE OF C...ly C'NI r IDOO Ps IIA h— L I.,Now York PROPERTY MAP all 11 D IL ..CHIEL SAM i NOTES: 1. VILLAGE OF GREENPORT REQUIRES THAT ALL SEWER PIPE TAPS USE TAPPING SADDLES OR SLEEVES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 2. WHEN TAPPING IS DONE BETWEEN 22.50 AND 45° FROM THE SPRING LINE, A ROMAC CB SEWER SADDLE OR EQUAL IS TO BE USED. f�p ERMIT t�C OR APPROVAL OF CONSTRUCTION (-C OR A 3. WHEN THE TAP IS DONE VERTICALLY, A ROMA,C SST TAPPING SLEEVE OR EQUAL IS TO BE USED SINGLE FAMILY RESIDENCE ONLY 4 DiLandro 4. THE TAPPING SADDLE/SLEEVE SHOULD BE DESIGNED FOR TAPPING SEWER PIPES Andrews 5. THE SADDLE/SLEEVE MUST SUPPORT THE PIPE ABOUT ITS ENTIRE CIRCUMFERENCE E n g i n e e r i n g 6. THE SADDLE/SLEEVE MUST NOT HAVE ANY SERRATIONS THAT MAY DAMAGE THE PIPE. 158 County Rd. 39 7. THE SADDLE/SLEEVE MUST NOT HAVE ANY DISTORTED BEARING POINTS AFTER TIGHTENING. DATE 2/20/23 .S F O. R-23-0146 oAP Suite 10 8. VERIFY DIAMETER OF SEWER MAIN AND LATERAL PIPE TO CONFIRM SADDLE SIZE /�9. PLUMBING TO COMPLY WITH THE 202 NEW YO Southampton, N.Y:11968 IRK STATE PLUMBING CODE 702.2 APPROVED I /'�- UNDERGROUND BUILDING SANITARY DRAINAGE 1fAABLE 702.3 v Office/Fax (631) 259-3959 VILLAGE OF GREENPORT SEWER TAPPING PROCEDURE FOR MAXIMUM OF NA BEDROOMS (���n � ,,.•--' L ' ,/' I Profes ' ` aNE EXPIRES THREE YEARS FROM DATE OF APPROVAL � �• � tN 1. CALL FOR MARKOUTS PRIOR TO ANY DIGGING/EXCAVATION. VERIFY THE TAP WILL BE IN AN APPROPRIATE LOCATION. tiF �P N, q� 'S)' C, J 1 O 2. A TAP MUST BE AT LEAST 24 IINCHES FROM THE END OF THE PIPE, AT LEAST 36 INCHES FROM �J® /� 230 LFT (3 LFT CI + 227 LFT) o �` ' 'A OTHER TAPS AXIALLY (ALONG THE LENGTH OF THE PIPE). MULTIPLE TAPS ON OPPOSITE SIDES OF 3 rn / 4" PVC SCH 40/D3034/SDR35 ��IL6 g}�`}s1 r Q � THE PIPE MUST BE STAGGERED AT A MINIMUM OF 18 INCHES APART. �s �� -� S=a' PER FT. Z n ";`� � Cr 3. CHECK THE DIAMETER OF THE MAIN AND BRANCH PIPE TO MAKE SURE YOU ARE USING THE S ,/'�' Z,'t CORRECT SIZE SADDLE GASKET. ALSO CHECK THE GASKET TO MAKE SURE IT IS THE SIZE NEEDED. S-9 Forms Required - c10) _` 4. MAKE SURE NO FOREIGN MATERIALS LODGE BETWEEN THE SADDLE GASKET AND THE PIPE. OB") 4 .39 39 `;6F " PK 9A �O 497252 5. PLACE THE SADDLE IN POSITION ON THE PIPE AND MARK A GUIDELINE FOR THE HOLE CUT-IN, `,:J� '; ,,,C1o) �,/o, �i �,�5 ��}s} l x+ 5 90 x USING THE SADDLE HOLE AS A TEMPLATE. REMOVE THE SADDLE FROM THE PIPE x��oz (A 4!') 6� I 4 ; �� ,`' 7" SET w FESSIONA 6. USING THE HOLE GUIDE MARK, CUT THE HOLE THROUGH THE PIPE USING A SABRE SAW OR {121 v RBR ;'�1s°) CONNECT RESIDENTIAL - j~->(14") LATERAL SEWER LINE TO POWER DRILL DESIGNED FOR PIPE MATERIAL WITH A HOLE SAW. THE HOLE SHOULD BE NO }6a 12°)A ' �10")'\ `}96EXISTING MAIN LARGER THAN THE INSIDE DIAMETER OF THE SADDLE GASKET. Sx 7. PLACE LUBRICANT AROUND THE HOLE AND PLACE SADDLE INTO POSITION. SECURE WITH VACANT PROPOSED O O' ) STRAPS, NUTS AND BOLTS. yYOODED WATER LINE 1 (27 •,t x 8. TIGHTEN NUTS EVENLY, ALTERNATING BETWEEN THEM UNTIL THE APPROPRIATE TORQUE IS LOT ,�a") ¢4G x t\ PROPOSED CLEAN OUT 4 r s.? REACHED. OVER TIGHTENING CAN DEFORM THE PVC AND IS TO BE AVOIDED. � LLC � WATER METER 9. HEAT THE AREA IF THE SADDLE GASKET IS BELOW 45°F. N/0/REENPORT �20") rob __I 10.BEVEL EXPOSED EDGES OF THE MAIN LINE TO REDUCE THE CHANCE OF SEWER HANGING UP 5 AT G (20') B} �') " ON ROUGH EDGES. MEADOW M LOT 1 2A; �.:: ��20") 1}' oR\v�wP� ,} FM LOT 2.2 (7"� ♦ 14/ � ) }11 C CV THE X LOT 9,1 �� TAXG LOVE 9er „) x� W SES T A i> 5 zK �, 8� 5 ,1�]x ND pVAAA F RECORD DOCUb WATER WATER�-WATF.0.-�YiATF WA ER \ PARCEL INFORMATION: 1 r 1 ' 1 WATER t y ~ I �n ♦/� SURVEY OF PROPERTY \ ND s ,� (60•O�81" � � 113 ISO /�n LO LOT 2G , ' 1 u\ 001 I- MAP OF MINOR SUBDIVISION MADE FOR ANN ` ; / t5 �// % % ��31 {\ o 1� \ ?oo WATER��WA�eQ��nR4a/ 4") I,n `�A /�'�1\ r ' MARIE NELSON SES tinAnD \ \ \ ( 4"� \ ti/�oa y ,z ,ti. �y 5 (` �� \\ (� (/��� SZK lAG\ \ \ \ \ \1 %YC x A C�o") 7") \ 0 J ry z FILED: JUL 8, 1997 FILE NO. 10025 �`'"\\ \\ \ `, `, 11 ` 12 F a 5 ® (12 `" „ 0 SITUATED IN GREENPORT I �f\� \\ \\ \\ \, \\ \\ \ 11'�, e5 „) 14 �3�x 3ox C) TOWN OF SOUTHOLD f \ \ \ \ \ \ \\ 10 I `� \ �1 °s�° � T� ' \ \ \ \ \ \ i 105.5' °Q y 1 SUFFOLK COUNTY, NEW YORK ,,--� w (174 4 ) r AS + '\ \ ` ` \\ \ 9 ' iI \ I QR S�O�cF TEST TENNIS eX \ , � LOT AREA: 71,004 FT OR 1.63 ACRES I o 7 `�� wgTLANDS BOUNDAR , � \� \\ \\ \ '8 I \\ ` s\o�`'a�5 (8") 10 O 7 'a' �� HOLE ® couRr �I = i Q 8 TIDAL DR LTAN7SDIDYS'E022. \M \ 1\ ( )\\ r t I �`� f I T may■ CJ S.C.T.M. #1000-45-6-9.2 s i ��II SU ,•• i •f. 1 EN_CON ^\ , pNf1 i I I\ I\ \\`` 80 5A \\ 65 \ OCR jL /Z2") ; N,� r� 10 O 0 44 SITE PLAN BASED ON SURVEY PREPARED BY: o� , ��\ \ \� \ \ \ , \ �, 100.01 O `• 'V �qNO\ rO�}1 ,115SCALICE ( o" SEI a vRB EXISTING SEWER MAIN. V 1 LAND SURVEYING I1 \ g � ZZ% sx VERIFY PIPE DIAMETER&MJSLANDSURVEY.COM O $ (t4") CONFIRM SADDLE SIZE(�s631-957-2400 j \14 I ,za SURVEYED: OCT 11, 2021 .�" x ,a.s4 `3•J�6 i UPDATED: 1/20/2023 2 I ' , Izl) it -- x3''' � ' S5a \\ hay Eoc (245.0') 53 +I. ELEVATIONS SHOWN ARE BASED ON NAVD 1988„ PER REFERENCED SURVEY SANITARY SYSTEM INFORMATION: LOT 8 f� i l l i l l I ^o� 7§ 0 TOTAL NUMBER OF BEDROOMS: 4 TAX * �6 SET Nl0/F Id•b I� m �:; ►sT►t FM LOT 3 CH, LLC WASTE DEMAND: 440 GPD �\° le�e•� \\ ` a EA O °2.y sE� I LANTIC B z_ sET sM ��g� CASCO AT LOT 9.3 ^ 6 ) RBR +� Y gIJFFER MWF- jii�� TAX LL 16� MroE FCR 1YE uGD e�Y �9TO VACANT �- E-' WOODED LOT I-- Ns7°� �° W 5 0 PROPOSED SEWER _z (36') CONNECTION PLAN `C� ALL PROPERTIES WITHIN 150'AF;E VACANT OR IMPROVED AND SERVICED BY PUBLIC WATER'. G L 0 30 60 n/ SCALE: 1" = 30' I'_ 3:W z ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) w Q O J FINISHED �- FLOOR 14.75'± (2) CLEAN OUT 230 LFT 4" PVC SCH 40 COVER TO GRADE S3034"SPER FT. Revisions GRADE No. Date Description STOPPER OR END PLUG GRADESEENOTE1 EL. ±13.9 1 1/23/2023 SURVEY TEST HOLE DATA : 1? ROMAC STYLE "CB" EL. ±13.6' 2 1/24/2023 NOTES DATE: OCT 27, 2022 DEPTH SEWER PIPE SEWER SADDLE OR i 3 9:23 A.M. VARIES EQUIVALENT 4 EL: 13.5' 0.0' 30° ELBOW MAIN O IN SEE NOTE 2 \:IE 11.3a'± 5 - PALE BROWN MOIST FINE SILTY SANDS MIN. WITHORGANICS INITO FINE DRY SANDS PVC SCHED. 40 IN/FT MINIMUM SLOPE FROM _TO SEPTIC 450 MAXIMUM ANGLE BOT OF Designed B - 4.0' BUILDING=- ii�� -----0-SEWER SYSTEM 450 VAX. Y• SEWER 6MAIN Drawn By : JTS - LIGHT BROWN FIDE TO MEDIUM SANDS CAST 120° WYE Checked By : PD WITH I SOME FINE TO SMALL GRAVEL (SW) CAST IRON THRU IRON 0 BUILDING FOUNDATION TO H.E.G.W. & TO EXTEND 2'-0" PVC HOLE SAW CUT TO NOTE: EL: 1.5' _ BEYOND FOUNDATION ADAPTER HAVE SMOOTH EDGES 1. NEW CAST IRON THRU BUILDING FOUNDATION & TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. 17.0' WALL MIN. 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A Date : 1/17/2023 STEEL STRAPS MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. Scale : NOTED - LIGHT BROWN FINIE SAME SIZED CLEAN OUTS ARE TO BE INSTALLED: HORIZONTAL SEPERATION OF 12" TO THE SLOPED SANDS WITH TRACE GRAVEL (SP) PORTION OF THE ROOF.3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR 1) AT FACE OF BUILDING OR WITHIN TYPICAL ROMAC "CB" SADDLE SCHD APPROVED SEALANT 27.0' BUILDING BEFORE EXITING. NOT TO SCALE COMMENTS: GROUNDWATER ENCOUNTERED (SEE SEPTIC ELEVATION FOR WITCH). C � 3 AT 12.0' BELOW GRADE 2) BEFORE A BEND,SWEEP OR WYE. 3) , EVERY 75 FEET OF SEWER LINE. PROPOSED WASTE LINE ELEVATION TEST HOLE BY: SHAWN M. BARRON, M,S. NOT TO SCALE Sheet# DRAWING IS INTENDED TO BE 34"x22" TO SCALE _ i �g aT5 y A ECG® a EST __..._.__..__...__. .._ ..._..._... _ NOTES: 7 �, r T �-: 4/10/24 1. VILLAGE OF GREENPORT REQUIRES THAT ALL SEWER PIPE TAPS USE TAPPING SADDLES OR �� � 5� � � ��� �"��•`� " HORIZONTAL OFFSETS HORIZONTAL DISTANCE SEPTIC LEACHING WASTE LINE i 9-ZS-Z FROM : TANK STRUCTURE FORCE MAIN SLEEVES •-------�---- ° ° :%£���szS 2/20/26 2. WHEN TAPPING IS DONE BETWEEN 22.5 AND 45 FROM THE SPRING LINE, A ROMAC CB "'M 5044D SEPTIC TANK/MANHOLE/ c _ 5 FT. 8 FT. 5 FT. -%- SEWER SADDLE OR EQUAL IS TO BE USED. "" "' 1, � �J pZ PUMP STATION 3. WHEN THE TAP IS DONE VERTICALLY, A ROMAC SST TAPPING SLEEVE OR EQUAL IS TO BE """ LEACHING STRUCTURE 8 FT. 8 FT. 5 FT. �"""� PROPERTY LINE 5 FT. 5 FT. 5 FT " USED BUILDING FOUNDATION/ CRAWLSPACE/WINDOW 10 FT. 10 FT. 5 FT. ay' 4. THE TAPPING SADDLE/SLEEVE SHOULD BE DESIGNED FOR TAPPING SEWER PIPES );F"F` LK O N„ ,.Ft��I�`,.T f- E t� ,,O,,,�''F ' EE-AIL �R,kVI ,,E 5. THE SADDLE/SLEEVE MUST ;SUPPORT THE PIPE ABOUT ITS ENTIRE CIRCUMFERENCE WELL BUILDING SLAB 5 FT. 10 FT. 5 FT. /EF"s�4"I O '�P€RO\h"1 L "" CON T R..„ TsON O y PORCH, DECK, OVERHANG 5 FT. 5 FT. 5 FT. S 6. THE SADDLE/SLEEVE MUST NOT HAVE ANY SERRATIONS THAT MAY DAMAGE THE PIPE. ' WATER LINE 10 FTo A . 10 FT. 10 FT. S Cr1r R . _ Suite 10 7. THE SADDLE/SLEEVE MUST NOT HAVE ANY D[STORTED BEARING POINTS AFTER TIGHTENING. "" � E 1i � I N OTHER UND R R UN 5 FT. 5 FT. 5 FT. I�%- I.._ FAMILY '% I�� %', <..._ ",//r, 6 ` '�� UTILITIES €�tIScs , '.`t. "t"t 8. VERIFY DIAMETER OF SEWER MAIN AND LATERAL PIPE TO CONFIRM SADDLE SIZE �� 68 ONSITE DRYWELL 10 FT. 10 FT. 10 FT. Office/Fax (631) �,;M:c�,� �g95�j 9. PLUMBING TO COMPLY WITH THE 202 NEW YORK STATE PLUMBING CODE 702.2 T m Alb /-/� ' UNDERGROUND FUEL TANK 10 FT. 10 FT. 10 FT. UNDERGROUND BUILDING SANITARY DRAINAGE TAABLE 702.3 "(� ,- PRIVATE WATER WELL 75 FT. 1002 FT FT. 50 FT. �,� � 1 LAS SIWIMMING POOL C DISTRIBUTION BOX 0 FT. 20 FT. 5 T. __-._... ....._.._.._....._..__....-..__.... .............. ..�..-......... VILLAGE OF GREENPORT SEWER TAPPING PROCEDURE DA I E 2/20/23 ,-� 1=. %O. R 23 0146 S 1, AN I Prr� e5si �d t WATERPROOFED D CAST / CONCRETE RETAINING 10 FT. 10 FT. 5 FT. , 1. CALL FOR MARKOUTS PRIOR TO ANY DIGGING/EXCAVATION. `/�� IWATERPROOF VERIFY THE TAP WILL BE IN AN APPROPRIATE LOCATION. APPROVED r''9` �� T ININ WALL 20 FT. 20 FT. 5�T. BEDROOMS �-,�, � 10 � � 1 LANDSCAPE WALL 5 FT. 5 FT. 5 . y.... ,., /.. 2. A TAP MUST BE AT LEAST 24 INCHES FROM THE END OF THE PIPE, AT LEAST 36 INCHES FROM O Aylt+ U F NA BE � " o OTHER TAPS AXIALLY (ALONG l-HE LENGTH OF THE PIPE). MULTIPLE TAPS ON OPPOSITE SIDES OF A ✓ f A MINIMUM OF 18 INCHES APART. XP I RED �, YEARS, FROM �,. .� F �, � 0N,/, I � �;;� g THE PIPE MUST BE STAGGERED AT ,,,�,�,,.�<v ,,,,�, THREE",�� � .., w�� ��.�<�� ��'':.I "„�, Cis � $�ff ,�••-,,,m 3. CHECK THE DIAMETER OF THE MAIN AND BRANCH PIPE TO MAKE SURE YOU ARE USING THE CORRECT SIZE SADDLE GASKET. ALSO CHECK T'HE GASKET TO MAKE SURE IT IS THE SIZE NEEDED. I - '-''. ' EXISTING MULCH , < FND 4. MAKE SURE NO FOREIGN MATERIALS LODGE BETWEEN THE SADDLE GASKET AND THE PIPE. ,,a` ,`` -. ' �•,F` DRIVEWAY TO 4 .39 s.s' PK 5. PLACE THE SADDLE IN POSITION ON THE PIPE AND MARK A GUIDELINE FOR THE HOLE CUT-IN, m REMAIN d ' ' ,. USING THE SADDLE HOLE AS A TEMPLATE. REMOVE THE SADDLE FROM THE PIPE y �" o [ '` 6. USING THE HOLE GUIDE MARK, CUT THE HOLEE THROUGH THE PIPE USING A SABRE SAW OR �� 4� x1;� RBR I POWER DRILL DESIGNED FOR PIPE MATERIAL WIITH A HOLE SAW. THE HOLE SHOULD BE NO PROPOSED ~" LARGER THAN THE INSIDE DIAMETER OF THE SADDLE GASKET. WATER LINE �I ! EXISTING SEWER MAIN. 7. PLACE LUBRICANT AROUND THE HOLE AND PILACE SADDLE INTO POSITION. SECURE WITH VACANT PROPOSED UNDERGROUND (2g0.0') o!: VERIFY PIPE DIAMETER & STRAPS, NUTS AND BOLTS. 'WOODED OLOT ELECTRIC LINE �� t . w CONFIRM SADDLE SIZE I- ` 8. i,TIGHTEN NUTS EVENLY, ALTERNATING BETWEEN THEM UNTIL THE APPROPRIATE TORQUE IS REACHED. OVER TIGHTENING CAN DEFORM THE: PVC AND IS TO BE AVOIDED. 0 F ®gT, L1,C ' F1 LOT 2 2 u I PROPOSED 9. HEAT THE AREA IF THE SADDLE GASKET IS BELOW 45°F. N� EENF ;';,;.. " OT 9 '" '' WATER METER 10.BEVEL EXPOSED EDGES OF THE MAIN LINE TO REDUCE THE CHANCE OF SEWER HANGING UP MEADOWS '�� 1 ' ' - "" °N,. 14 ME A Tl TOT / c' ON ROUGH EDGES. THE Lt�V F, r Ltdl 9.1 �� ;m ,-� w'PrER ._: x , ,.:,,f.��V•4 iER t-W1T,R I ' rW, 6:m �y,TER OT TAXI JY� y ��WG ELf.U�Uif FIFC-�UMa fl[G�. FI C a ' sly, O PARCEL INFORMATION: �\ s (60.0 )� 1 11-3 ^c�" p^1G SURVEY OF PROPERTY \\ r, kn; ' ��, r�h� `• :::�, f I �°/ Gy - .. ' J LOT 2 /X/_/ MAP OF MINOR SUBDIVISION MADE FOR ANN ; 1�5 / / t/ ("�; P:E" /„wt� `�E< \ � ' L1j MARIE NELSON (;�-�. �l y O . E.. \ "I y , , FILED: JUL 8, 1997 FILE NO. 10025 1 \ T'' 12 HOLE 14 ..< / TEST SITUATED IN GREENPORT TOWN OF SOUTHOLD 10 1 \ / 0 1 N E �o A `\ \ :I::::: \ °' PROPOSED O SUFFOLK COUNTY NEW YORK O,: (114• Y NNs co�R / I••"`I ' � � ,,� --------- TENNIS T ' LOT AREA: 71,004 FT2 OR 1.63 ACRES I 8°17 2 Trn w� �sD10 3_x0xz �� `7 .'i I ° S.C.T.M. #1000-45-6-9.2 ' s 8 ax-�orgsuLTs. `�\�-,.\ .\ 6 .,I I 1 L�• Q L� SITE PLAN BASED ON SURVEY PREPARED BY: \„\= `1 1 , 1 ; �o°° .::: JJ A S4�'" sHED / CONNECT RESIDENTIAL \ \ \ ` \ , , IY .: ee°e°S x� PO° J L SEWER LINE TO �! Sv/ LICE w I' ..h.:..?'St;.. \ \ \ I + .`c'i :F ... Equip , j LATERAL a;,':,s� \ I ; I.. { 05-L s ,�-� 1 EXISTING MAIN I•_ t r A SURVEYING �' _.._..____..._.____--- _.. LAN[) :P I I , O `,% ,. CLEAN O MJSLANDSURVEY.COM OUT 631-957-240^v ems-• I i 14 I ; ;. - I� rj; .. . s o SURVEYED: OCT 11, 2021 ( I I f ,�/+f' � I \ 5.0') Eft T°II.-Deer P o - 533. 6 UPDATED: 1/20/2023 2l I ;:'� }<{i) I, \ I (24 �e ELEVATIONS SHOWN ARE BASED ON NAVD 1988, PER REFERENCED SURVEY "°`""'"'�"' ` 7 _ = I \ �' ` I --. •' � PROPOSED OUTDOOR SHOWER. {`r �n, I i \ j \ k` NO DRAIN SET ON GRAVEL „ SANITARY SYSTEM INFORMATION: TAX LOT 8 I I I °j"I ' I °`-175 (0' N�OO F 3 TOTAL NUMBER OF BEDROOMS: 4 I r:;j;:-:r I ! �w I ; , ' \t -;-) 1+ s�� 'M L EAC1-1, 37.6 LFT (2.0 LFT CI + 235.6 LFT) WASTE DEMAND: 440 GPD 1 i `I L� a `� ISM TLANTIC B 4" PVC SCH 40/D3034/SDR35 O I + �, ; INTERIOR CASCO A T 9•3 U�� CLEAN OUT TAXS=a PER FT. �• , t.. \ Rs�e>.;i. 0xv VACANT O (183.6 ) , u � v*c CLEAN OUT WOODED .. o �1 1991 PROPO)S:D LOT �P © £..; 11 DRYWEL.LS �"""°" L(_ g7°1PROPOSED SEWER ci L 1 .. CONNECTION PLAN _j e , 30 0 30 60 � +, SCALE: 1" = 30' 0 ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) Ill ( ( a FINISHED CLEAN OUT In U) t FLOOR ALL PROPERTIES WITHIN 150' ARE VACANT 237.E LFT 4" PVC SCH 40 Revisio OR IMPROVED AND SERVICED BY PUBLIC - WATER COVER TO GRADE SEE NOTE 1 34 DR35 _ S- 1/4" PER FT. No. Date GRADE 1 GRADE 2 1I�< 2023 I. > [/--STOPPER OR END PLUG EL. ±13.9' - _�.1.J..�_.-___ ROMAC STYLE "CB" ' - EL. ±13.6' .. ..._.__.-.....__. TEST HOLE DATA SEE NOTE 2 3 3/412'02�y �I 1 SEWER SADDLE OR _.__....._. .....__..._......__._.__.._... _._......_...... DATE: OCT 27, 2022 DEPTH SEWER PIPE n_ 4 4/1012024 ID. L..`> 9:23 A.M. VARIES i EQUIV: LENT VERIFY SEWER CLEAN OUTL 5 EL: 13.5' 0.0' 30° ELBOW \ STOPPER OR ro ! MAIN Q1 IN FIELD - M� <.., I - PALE: BROWN MOIST FINE SILTY SANDS WITH 1 END PLUG s IE 11.39'± ::,'. PVC SCHED. 40 a IN/FT MINIMUM SLOPE MIN. •akA' :«tt:,.<. :..:., s. . ';,.,�}.•,::;�,,s.z,:y;, . " Deg ii.ned FROM -� ��~ ORGANICS INTO 45 MAXIMUM ANGLE --..._..__.._..__._......._.._.._.._...._....._... . BOT OF _ ti 4.0 BUILDING _PTO SEPTIC •,`. . \, !�" �� R . /, ,Y ^1 SEWER SYSTEM 0 SEWER MAIN , Drawn Bw' . , - LIGHT BROWN FINE TO MEDIUM SANDS WITH SOME ' Chockecl By �! CAST � =•:,. FINE TO SMALL GRAVEL (SW) CAST IRON THRU IRON 120° WYE ��[� 5 202/d v x . BUILDING FOUNDATION TO HOLE SAW C IiTTO NOTE: -' & TO EXTEND 2'-0" PVC HAVE SMOOTH EDGES 1. NEW CAST IRON THRU BUILDING FOUNDATION & TO EL: 1.5' .-., ,,,,,r �.,,�..•,.,..�,.,,,,:<e I D�}:� : I� 17/�02i _ BEYOND FOUNDATION ADAPTER EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. "i° IL £nF f 17.0' j y ' " Y:;' , ;ii,..r. ____ __ _ _ __._ _..... ....--.. WALL MIN. 2. VENT THRU ROOF OF PROPOSED BUILDING EXTEND A Scale : NOTED STEEL �S T RAPS MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. -- - LIGHT BROWN FINE SAME SIZED SANDS HORIZONTAL SEPERATION OF 12"TO THE SLOPED WITH TRACE GRAVEL (;SP) CLEAN OUTS ARE TO BE INSTALLED: PORTION OF THE ROOF. 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR TYPICAL (OMAC "CB" SADDLE SCHD APPROVED SEALANT 1) AT FACE OF BUILDING OR WITHIN 27.0' BUILDING BEFORE EXITING. NO)T TO SCALE 1 COMMENTS: GRO ND WATER ENCOUNTERED AT 12.0' (SEE SEPTIC ELEVATION FOR WITCH). BELOWGRADE 2) BEFORE A BEND,SWEEP OR WYE. 3) EVERY 75 FEET OF SEWER LINE. PROPOSED WASTE LINE ELEVATION TEST HOLE BY: SHAWN M. BARRON, M.S. NOT TO SCALE . I';eet ;� ELBOWSIBENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMITTED FOR;NEW CONSTRUCTION. ONLY BENDSIELBOWS SHOW ON PERMITS ARE ALLOWED. DRAIWING IS INTENDED TO BE 34"� "2" 11.0 SCALE J i NOTES: r.= ; _ _.... 1. VILLAGE OF GREENRORT REQUIRES THAT ALL SEWER PIPE TAPS USE TAPPING SADDLES OR HORIZONTAL OFFSETS -- �'`� SLEEVES HORIZONTAL DISTANCE SEPTIC LEACHING WASTE LINE/ ka .s ?: 2/20/26 FROM: TANK STRUCTURE FORCE MAIN 2. WHEN TAPPING IS DONE BETWEEN 22.5 AND 45 FROM THE SPRING LINE, A ROMAC CB -""""" """"' ""' M SEPTIC TANK/MANHOLE/ 5 FT. 8 FT. 5 FT. .<% M SEWER SADDLE OR EQUAL IS TO BE USED. „� ,,,,,,, ,..n ,, �,,, ,,,,,,,,,,,� , ,,, �,,,,, � ,,, „ ,,,,,,,,, ,,,,,,,,,, ,,,,,,, „H,,, a ,,,,,,,, H,,,,,, ,� PUMP STATION APR 3. WHEN THE TAP IS DONE VERTICALLY A ROMAC SST TAPPING SLEEVE OR EQUAL IS TO BE LEACHING SPROPERTY L NEURE 5 FT. b FT. 5 FT USED _ I I - I . '*M.,7 9 5 ',' i= ry,,. ,/.�. y,,n A I N/ y ? £ 3 s== WIN a?` ' 4. THE TAPPING SADDLE/SLEEVE SHOULD BE DESIGNED FOR TAPPING SEWER PIPES OF O 0 ' , '( CIE/Pt� ;� � ��� � SERVICE CRAWLSPACE/ Dow 10 FT. 1 5 FT. � U �;,. .'. 5. THE SADDLE/SLEEVE MUST SUPPORT THE PIPE ABOUT ITS ENTIRE CIRCUMFERENCE £ �q„ yr =,r'= BUILDING SLAB 10 FT. � � � � I � �" � %"� �, 5 FT. FT. 5 6. THE SADDLE/SLEEVE MUST NOT HAVE ANY SERRATIONS THAT MAY DAMAGE THE PIPE. P 4H RPV/11 ] � ""�.a''�<__. ., P= BO A,,,,, fir_.. y = TI ,.U=' I I.,.%b s ,,`,� /'� g PORCH, DECK, OVERHANG 5 FT. 5 FT. 5 FT. m„ o- o y: 7. THE SADDLE/SLEEVE MUST NOT HAVE ANY DISTORTED BEARING POINTS AFTER TIGHTENING. �"' �'""°' :',- �.i � WATER LINE 10 FT. 10 FT. 10 FT. �SS Ct3tl�ttY R ' � ffi,,,.al ' f'..,;�I_E �'t�.��11 Y ESII. E-- E y'�L s N AD THER UNDER ROUND Suite 10 8. VERIFY DIAMETER OPF SEWER MAIN AND LATERAL PIPE TO CONFIRM SADDLE SIZE _ - ti 0 UTILITIES5 FT. 5 FT. 5 FT. Southampton, A11,9 ��/� ONSITE DRYWELL 10 FT. 10 FT. 10 FT. , N.Y. 11968 9. PLUMBING TO COMPLY WITH THE 202 NEW YORK STATE PLUMBING CODE 702.2 /' , Office Fax (631) -5 -395 UNDERGROUND FUEL TANK 10 FT, 10 FT. 10 FT. UNDERGROUND BUILDINIG SANITARY DRAINAGE TAABLE 702.3 s n „�-''"�' I PRIVATE WATER WELL 75 FT. 100/150 FT. 50 FT Certificate No.: 0019523 LASTIC DISTRIBUTION BOX5 FT. 2 FT. N/A E s s /� SWIMMING POOL 20 FT. 20 FT. 5 FT VILLAGE OF GREENPORT SEWER TAPPING PROCEDURE %a�� �2/20/23 ,�'w � �`�` 0.... ......... R-23 0146 I LAN I WATERPROOFED CAST Professi � -w CONCRETE RETAINING 10 FT. 10 FT. 5 FT r 0 + ' + 1. CALL FOR MARKOUTS PRIOR TO ANY DIGGING/EXCAVATION. I d - IS WALL �"" �, "'� . VERIFY THE TAP WILL BE IN AN APPROPRIATE LOCATION. APPROVED ` --- I p F �. I rt . -- LO -/' 20 FT. 20 FT. 5 FT. 5 r ets r "... _ ._ 1 RETAINING WAL t 2. A TAP MUST BE AT LEAST 24 INCHES FROM THE END OF THE PIPE, AT LEAST 36 INCHES FROM "�"; s , s V g- �' ' ,_ #.._ .y..,,, ��- LANDSCAPE WALL j' . R MA .I MV-11 (J NA BEDROOMS w',..,r= � ca 5 FT. 5 FT, 5 FT.. OTHER TAPS AXIALLY(AILONG THE LENGTH OF THE PIPE). MULTIPLE TAPS ON OPPOSITE SIDES OF m THE PIPE MUST BE STAGGERED AT A MINIMUM OF 18 INCHES APART. I �,; PI�y' E !„' y{yam�/'% F�-%%� W'iq T � � PPR" `�NvIX-`;�I � ( "# ' I.- �,om : %B W�eowo k=,� T' �i�;� vim',.'., ,� 4 �L '4 w/ x 's E ,,,,�,'6 b f ,.,.» �� � i 4 s 0. / G/ x.,,, .,�/ I �,y .���1..,..._'. 3. CHECK THE DIAMETER OF THE MAIN AND BRANCH PIPE TO MAKE SURE YOU ARE USING THE CORRECT SIZE SADDLE GASKET. ALSO CHECK THE GASKET TO MAKE SURE IT IS THE SIZE NEEDED. EXISTING MULCH 4. MAKE SURE NO FOREIGN MATERIALS LODGE BETWEEN THE SADDLE GASKET AND THE PIPE. ;-; 'cal. . Fro �'< 0972`:,+ DRIVEWAY TO 39 \ 5. PLACE THE SADDLE IPN POSITION ON THE PIPE AND MARK GUIDELINE FOR THE HOLE CUT-IN, 554 • ,IS.� '.. PK �a _ REMAIN USING THE SADDLE HOLE AS A TEMPLATE. REMOVE THE SADDLE FROM THE PIPE m !'°' �°!" , % ° x 'il �.� M°.,,�/'0 � r // x x1h 4 -/ i 6. USING THE HOLE GUIDE MARK, CUT THE HOLE THROUGH THE PIPE USING A SABRE SAW OR A F0 POWER DRILL DESIGNED FOR PIPE MATERIAL WITH A HOLE SAW. THE HOLE SHOULD BE NO PROPOSED ;x>T WATER LINE LARGER THAN THE INSIDE DIAMETER OF THE SADDLE GASKET. t' EXISTING SEWER MAIN. 7. PLACE LUBRICANT AROUND THE HOLE AND PLACE SADDLE INTO POSITION. SECURE WITH VACANT PROPOSED UNDERGROUND 0') �' � STRAPS, NUTS AND BOUTS. 270• a VERIFY PIPE DIAMETER & WOODED ELECTRIC LINE CONFIRM SADDLE SIZE 8. TIGHTEN NUTS EVENILY, ALTERNATING BETWEEN THEM UNTIL THE APPROPRIATE TORQUE IS LOT ; REACHED. OVER TIGHTENING CAN DEFORM THE PVC AND IS TO BE AVOIDED. X. , 9. HEAT THE AREA IF THE SADDLE GASKET IS BELOW 45°F. SIOIF N]pORT' L o, Fl LOT 2 PROPOSED GgEF / OT. 10.BEVEL EXPOSED EDGES OF THE MAIN LINE TO REDUCE THE CHANCE OF SEWER HANGING UP S AT TAX, k. .:,,:+ WATER METER E p0 ' LOT 1 / H, 14 ,I ,... I . ON ROUGH EDGES. T14F FM 9 1 +'� ., y + TA LO z PARCEL INFORMATION: T Y 0')` u \ SURVEY OF PROPERTY ' (60 13 LOT 2 `�' MAP OF MINOR SUBDIVI SION MADE FOR ANN 5. 2;' 1 r ,bt:7 MARIE NELSONS1( v" �I . ,,,..., I LLI ` \ P f FILED: JUL 8, 1997 FILE PNO. 10025 12 TEST P SITUATED IN GREENPOIRT 'I1` ` \ \ \` 1011 HOLE 14 TOWN OF SOUTHOLD I `, \ + \ ' \ ; ' I 4° 'E,/ v,of PRGPCSED SUFFOLK COUNTY, NEVtVYORK -'Y'f' tt Y (�74'4 ) n Ry. "5 I, , \ \ 9 �, °; °ft` F / O T TENNIS COURT ��"` LOT AREA: 71,004 FT OFR 1.63 ACRES °' ( ' 2C xan�xD u iTXD 9_ azz. I, (18";, v� : S.C.T.M. #1000-45-6-9.2 ' ,588 _cotes s. 0 \ �+' +° `' \ \ �H ��s o� ax \..N, 6 SITE PLAN BASED ON SUURVEY PREPARED BY: CONNECT RESIDENTIAL W LATERAL SEWER LINE TO - J SC,gLICE _ �q°i P GM LAND 5URVEYIN O y<�, \ \ I $kL O EXISTING MAIN ! I a Equip MJSLANDSURVEY.GO)M CLEAN OUT 631-957-2400 ; 1.4 i 1 _ SURVEYED: OCT 11, 202',1 + 3 6 ' I! _. '2' ! �./4.i I , \ P°°, 33.5 UPDATED: 1/20/2023 I I, , \ (245 a 5 , ELEVATIONS SHOWN AFRE BASED ON NAVD 1988, PER REFERENCED SURVEY PROPOSED OUTDOOR SHOWED. F' G°'1"} I i ' I F NO DRAIN SET ON GRAVEL SANITARY SYSTEM INFORMATION: TAX' LOT t I jl i' i ; ! I (qr 0' •N IOI " TOTAL NUMBER OF BEDROOMS: 4 w I, I I , s� s� FM LOT 3 ACH, 37.6 LFT(2.0 LFT CI + 235.6 LET) WASTE DEMAND: 440 GPD C .. : ;� I, s1� C BE ` �� ,(3('t•b ''� r ` INTERIOR CASCO ATLANTIC 9 3 4" PVC SCH 40/D3034/SDR35 i CLEAN OUT TAX LOT S=' PER FT. + SER S1K � y��A1EL1 T C'� E -` �O (183.6 ) its .; �� .� �rNN CLEAN OUT 'VACANT +� .;- Y 1 ���7. PROPOSED LOT s- I p DRYWELLS NS70 16,10ttW TYP. W >- OS SEWER CONNECTION PLAN O30 0 30 60 ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) O O FINISHED CLEAN OUT Off,- CI? FLOOR t ALL PROPERTIES WITHIRV 150'ARE VACANT OR IMPROVED AND SERVICED BY PUBLIC 14.75± 237.E LFT 4" PVC SCH 40 Revision WATER SEE NOTE 1 D3034 SDR35 -•` COVER TO GRADE S= 114" PER FT. No. Date Description scription GRADE STOPPER OR END PLUG 1 1/23/2023 SURVEY . EL. ±13.9' GRADE 2 1124/2023 ty�_,TES -- TEST HOLE DATA , _ ROMAC STYLE "CB" - EL. ±13.6' ' SEWER SADDLE OR SEE NOTE 2 3 3/4/2..024 SITE PL..AN - DATE: OCT 27,2022 a T 9 23 A.M. DEPTH SEWER PIPE VARIES EQUIVALENT ,. 4 4/10/2024 Dr"'YWEI_LS ---------- EL: 13.5' 0.0'i' F-- 30° ELBOW VERIFY SEWER CLEAN OUT 5 "- - PALE BROWN MOIST FINE SILTY SANDS WITH MAIN O IN FIELD STOPPER OR END PLUG (ORGANICS INTO FINE DRY SANDS PVC SCHED. 40 IN/FT MINIMUM SLOPE IE 11.39± /� a MIN. " _':. 45° MAXIMUM ANGLE FROM ac Designed BY . PD - 4.0" BUILDING - �0- SEPTIC - BOT OF -.._ _.__. SEWER SYSTEM ° SEWER MAIN Drawn By : ITS •- LIGHT BROWN FINE TO MEDIUM SANDS WITH SOME CAST 'V- _ EL: 6.60'± Checked By : �( (FINE TO SMALL GRAVEL (SW) CAST IRON THRU IRON 120° WYE �� H.E.G.W. BUILDING FOUNDATION TO HO�LESAW C T TU O + .•j"' '�` NOTE: EL: 1.5' &TO EXTEND 2'-0" PVC HAVE SMOOTH EDGES 1. NEW CAST IRON THRU BUILDING FOUNDATION &TO ,.,.. EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. Date : 1/17/2023 - 17.00' BEYOND FOUNDATION ADAPTER ,.. WALL MIN. STEEL STRAPS 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A Scale .- NOTED MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. ---- - -- LIGHT BROWN FINE SAME SIZED SANDS HORIZONTAL SEPERATION OF 12"TO THE SLOPED )WITH TRACE GRAVEL (SP) CLEAN OUTS ARE TO BE INSTALLED: PORTION OF THE ROOF. 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR 1) AT FACE OF BUILDING OR WITHIN TYPICAL ROMAC "CB" SADDLE SCHD APPROVED SEALANT 27.0' BUILDING BEFORE EXITING. NOT TO SCALE COMMENTS: GROUND WATER ENCOUNTERED AT 12.0' (SEE SEPTIC ELEVATION FOR WITCH). BELOW GRADE 2) BEFORE A BEND,SWEEP OR WYE. 3) EVERY 75 FEET OF SEWER LINE. TEST HOLE BY: PROPOSED WASTE LINE ELEVATION SH+4WN M. BARRON, NA.S. NOT TO SCALE __ sheet{# ELBOWS/BENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMiITTED FOR NEW CONSTRUCTION. ONLY BENDSIELBOWS SHOW ON PERMITS ARE ALLOWED. DRAWLING IS INTENDED TO BE 34"x22"TO SCALE Revisions No. Issue mate 1 MEP SCHEIVIETIC DESIGN 11/17/22 2 PL. RISER 08/05/23 2 PL. RISER UPDATE 04/08/24 Notes 3�','WE.-'T 37TH cl-FPH7 P)TH,c R NEVVYORK,NY 1W I E Nl A i:f WEB ................. 0 C) Lu -j co CL ui 4"V.T.R. 4"V.T.R. CE 0 w0 �IL JI� ROOF C) C) < z 0 uj 4"V. 41V > 0 a- a- < 2 2" 2:' 211 2" 2" 2" 2" 211 2" Lu LIJ 2" 2:' 211 2' 2" 2" (r 2" li7', 2" 211 211 2111 2" w LAV. I I I I LAV. I I SK. SK. LAV. LAV co SK. D.W. W.M. w 3"F.A.I. W.C.r7 W C W.C. SH. SH. BT. w z T7 0 C7 1 C) FIRST FL. w 2- 2' co 2" 2" 2:; 2:' 21 2" 211 2" 2" L 4 41' 4:1 0 '100, y 4" 4' 4" 0 dc=== -7- 1 L I L L L 4" 4:1 4" 4�' 21 2!' 4" 4:' 17 4" 4" 41�V. 0 :D 4S. 2:' 2" 21 .� 2" 2" 2:' - 2" 2" 21' Lu w lop, r w WALL CD 3" -4 3" 2" 2" 2" C.O. 0 T- 211 2" 21 21 211 2" 3" LAW. LAV. 0 z 4" 4 Lu 4"SAN. HOUSE NEW 4"SANITARY TRAP 2" 21' 3" 4 SEWER TO NINTH ST. 2:1 W.C. W.C. SH. SH. 0 4H FFD-2 FFD-2 - FCO FCO BASEMENT r"7 - --------- --------------.......................... —- --------------------------- ..................... ........... ................................ ........ ............ 12-1 211 r2 4" >— 4' 41' (F-7 4" 2" EJ-2 L 411 L 717 > 41' 4" 4" w w 0 -i w Lu 2: cl) z 0 i L VP L U PK ,1 H ra' H 8 E, FQ)�A\GARR A M /% SCALE: N.T.S LIJ can 0 F- < a_ Lu 0 Q LLJ z 0 Seal &Signature: 0 z O�- clql 0 'b� sct�jj' 0 w OD > 0 m "I'll. "P."A CL < LO oppsslo'�% T— GDP 1220 Ninth Street PLUMBING RISER DIAGRAM As Noted 20 Jay Street, Suite 906 Greenport, NY SANITARY 11.04.2022 Brooklyn, NY 11201 212.634.9384 p Z— 3s's,Gae*BOB 0 0 1 Jv0610l'20.E_��__110.00, X I �1 �y a m �I to G D �1 1E ZO � I i1 N 1 1 II T I 1 �? +I it it . S II it 40 1 11 �••'• 6'- 1 m II y �� ��5�s�a I `✓'5`1`� ��f. I.. �� `1 C NS � F - O g O1 20 TOTJ RE`n5E0 9JRVEv 119ft 9NINTH 6 01 t9 2023 NEP AND EUiiER ACNTS 2 01 oA 2022 RENSEoPER2111NLS PROYDED9Ty6 12 22 ...RENS:U FER NEY/PLq.VS h MAId(UP 11 11 2D22 SURVEY UPDA i 20TT'S REV.YD S 10 2N T022 STAlfEOVi TOT2 SLANEOUI ANU 1•,EtUrvD LOLAt10N REVAiE p SURVEY OF PROPERTY SHEET 1220 9TH STREET TAX MAP NO. LOT 2 1000-045.00-0600-009.002 !\` S CAL I C E • _ cD MAP OF MIRROR SUBDIVISION MADE fOR - "-' ANN MARIE NELSON JOB No.S21-3231 :i l� r ! 0 FILE DATE:07/08/1997 FILE NO. 10028 land surveying m2 - �` SITUATE DATE SURVEYED:10/11/2021 P °*jjjb GREENPORT, TOWN OF SOUTHOLD mjslondsurvey.com P:631-957-2400 SUFFOLK COUNTY, NEW YORK DR.:Mc CREW.:JM SCALE:1'=4O'IYY1 SURVEY OF: PROPERTY LOCATED AT GREENPORT LOT No. 2 AS SHOWN ON ju - 9 2024 MAP OF ANN MARIE NELSON FILED: JULY 8. 1997: FILE No. 10025 TOWN OF SOUTHOLD BMM G DFPTna` / SUFFOLK COUNTY. NEW YORK TOWN- AREA .S ��� S.C.T.M. # 1000-45-6-9.2v = 70.991.1 SF. = 1.63 ACRES >-} SCALE: 1'=50' NOTE: THE EXISTENCE OF RIGHT OF WAYS. L•1.R•R. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. LOT 1 o I I N 88°17'07"E 554.39' N N W :— WETLANDS ? r 3 (�a o e 31 ' o LAND N/F �2' 3>� ,voo SILVER SANDS lee' se 29 r CONCRETE » Sri HOLDINGS I LLC Z WETLA m 5.6' N^ S 6 FOUNDATION y TOP OF FND EL 15.5 N M I N 87'15'10'W 533.56' RE-BAR LOT 3 Q f Y 1 �1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. r t �o SURVEYED B Y: COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS WED - OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. rF P A L I L B A R Y L S K I LAND SURVEYING GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO �� 0S0767, PATCH 0 G U E NY 11772 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION a Svc PHONE 6 31-2 9 4-6 9 8 5 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION �A N / GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FAX 6 31-6 2 7-316 6 INSTITUTIONS OR SUBSEQUENT OWNERS. PAULBARYLSKIaYAH00.COM 5BO7-FND JUNE 7. 2024 1+ q9 + 2-75' SURVEY OF: PROPERTY LOCATED AT GREENPORT LOT No. 2 AS SHOWN ON SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MAP OF ANN MARIE NELSON APPROVAL OF CONSTRUCTED WORKS FOR FILED: JULY B. 1997: FILE No. 10025 �mcE DETAIL ASINGLE FAMILY RESIDENCE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK n N.T.S. 2�. Date 10i17i25 H.S. Ref. No. R-23-0146 S.C.T.M. # 1000-45-6-9.2 AREA = 70.991.1 SF. = 1.63 ACRES > SCALE: 1'=50' The sewage disposal and water supply facilities at this location have been - inspected and/or certified by this Department or other agencies and found 3�Z i0 to be satisfactory FORA MAXIMUM OF NA BEDROOMS. NOTE: THE EXISTENCE OF RIGHT OF WAYS, a WETLANDS AND/OR EASEMENTS OF RECORD g 1 STORY IF ANY. NOT SHOWN ARE NOT GUARANTEED. FR. RES 3%? d� LOOSE STONE N JO.('. THAN PAI, P.E.,CHIEF SURVEYED BY: PATIO 129 $ OUll�p Office of Wastewater Management 700 PAUL BARYLSKI LAND SURVEYING a,3a PATCHOGUE NY 11772 20 x PHONE 631-294-6985 L.I.R.R. FAX 631-627-3186 BBO AREA UNDER ROOF PAULBARYLSKIcYAH00.COM JUNE 7. 2024 of LOT 1 I N 88°17'07"E 554.39' WIRE FENCE 0.3'/S LP O � ELE� BOXELEC AC TANK i — UNIT=SCE N '— GATE In U) U 2�4 O -I W W > RAVEL �.<, I Z m u• DRIVEWAY � —�WArER �) OZLn� 0OO � 311 a �EFE 3 �I Z W Z �o o WETLANDS sae 1 STORY �? com i N o > '" 0 — /0e. ; LOOSE N FR. RES 3• a2 cibi _I S B STONE w y 47_ ^0 �J Z wETL,ANOS PATIO N g �c� W id o cn_ 12• r e ago v 'to 21'J P00 g?, p`� I75.5' jD z0 55.5' Bea SHOWER AREA y POOL WIRE M N M �p EQUIP SHED N FENCE SEWER LINE B' X 12' I N 87°15'10"W N 533.56' RE-BAR 0F NF� py_ I �P <s�o E � � � UNAUTHORUED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 2 OF SECTION FM OF THE NEW YORK STATE EDUCATION LAN. � 1 ? COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED LOT 3 I OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO Of !jf THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO 0 - �� § tit0 CT 2 0 2025 I , THE TITLE COMPANY.GOVERNMENTAL AGENCY AND AND INSTITUTION -. 050782 J� LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTIOK Svc GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL CQND 04STMMONS OR SUBSEOUENT ONHERS. -l y 5807-FND haven 0 + + i Revisions No. Issue Date 1 MEP SCHEMETIC DESIGN 11/17/22 2 PL. RISER 08/05/23 Notes ABS EI1VOUVISERN39 PLL C 37 WEST 37TH STREET,6TH FLOOR NEW YORK,NY 10018 PHONE: 212.317.2361 EMAIL: info@absengineer.com WEB: www.absengineer.com 07 w 0 O U w J m Q U a_ IL Q w 4"V.T.R. 4"V.T.R. z co I ( 0 JiL T 1 L ROOF � z o= I I p 0 4 V. 4 V. O I I CL CL Q 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" z ITT w 2" 2" ( 2" ( I 2" I 2" 2" I 2" 2" I 2" 2" 2" 2" 2" 2" 2" 2" 2" � 2" 1 2" � w LAV. I SK. LAV. SK. SK. LAV. LAV. LAV. I LAV. I I Q W.M. 3"F.A.I. I I r2" W.C. I ( I W.C. I I I W.C. W.C. W.C. BT. 0SH. I SH. SH. SH. zF1 O FIRST FL.4" 2" 2" 2" 2" 4" 2" 3" 2" 2" 4" 2" 2" 4" 4" 2" 2" 2" m I I I I p 4�� 4�� 4,� I I I p L — -- 4,, 4" 41" 4" 4" 4" 4" 4" 4" 2" 2" 2" 2 4 V. 4" 4" 4" 4" 4" 4" 4" 4" 0 4"S 2" 2" -, 2" -, 2" I ♦ �—, �---, w w 3, 3 WALL � 2„ 2„ 2„ 2„ m — — C.O. I I I ( p z 4 4"SAN. HOUSE 4 I I I ( Q NEW 4"SANITARY TRAP ( I I ( z SEWER TO NINTH ST. I ( FFD-2 ( FFD-2 Oz BASEMENT 4" 4" w w Q SP-1 4" 4" w O J J w w SCALE: N.T.S c=n z O Q U U w a U) z O a U d Q w 2 F— z O 0 w a U z_ `L 0= O i�: Seal &Signature: cr O w of NEW O ,`P� 0. SCN�y0 O l ,�"r►' 0 r w Uj r% � 410 091112 v a ROFES S i ONP GDP 1220 Ninth Street PLUMBING RISER DIAGRAM — As Noted �� MAY 15 20 Jay Street, Suite 906 Greenport, NY SANITARY 11.04.2022 Brooklyn, NY 11201 <.---- 212.634.9384 i 1 Sky Plane Diagram East to West Section Revisions 1/16"= T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 03 Building Permit Revision 05/02/2023 Notes O 0 0 o 1 T a � 144'-0" O T 120'-0" 28T-0" 2 Sky Plane Diagram North tc)South Section 1 4 Sky Plane Plan 1/16" 1'-0" 1/64"=1'-0" East West — East West Q Section 1 Section 2 i I � I --- ----- ------- I a to --jl— e — — _ — —EE Ell - --'-- I III I I ----- i y O O _ __----- Proposed 1 $ Z 10 1 _ — ____ I stay I I I I a` ��_ _ ------ Residence LHT 20'-0" � � 43'-0" � I I I CD Propefw I J CD _ 3 Sky Plane Diagram North tco South Section 2 1/16"==1'-0" I ED EE] F1 FLI I L] " .000 00 — Q 1 1 O �32'-0�-0" �25'-0" Seal&Signature: lit lir 1C �4 of �501WFS(110��10 n ,Tr 0 GDP 1220 Ninth Street Sky Plane Diagram As indicated 20 Jay Street, Suite 906 Greenport,NY 05/02/2023 Brooklyn,NY 111201 212.634.9384 A052 I Revisions No. Issue Date 1 MEP SCHEMETIC DESIGN 11/17/22 2 PL. RISER 08/05/23 Notes Q o� FIIUOREEU N09 F LPL C 37 WEST 37TH STREET,6TH FLOOR NEW YORK,NY 10018 PHONE: 212.317.2361 EMAIL: info@absengineer.com WEB: www.absengineer.com ---A�j w O U w J m Q U J 0_ Q _ F- w 4"V.T.R. 4"V.T.R. z ip I � I fz JIL JL o ROOF Q z cr I ° 0 4'v. ---Q 4"V.---� I o I I CL CL a_ Q 2" 2" 2" �] 2" 2" �] 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" C'3 I �— z L, �-, w w 2" 2" 2" 2" 2" 2" 2" (r 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 1 2" 2" H 1 W LAV. I I SH. I LAV. I SK. I SK. LAV. I LAV. LAV. I LAV. I I Q 3"F.A.I. i I I I I I I i W.M. I I rZ wJW.C. W.C. W.C. w W.C. W.C. F1 BT. o SH. SH. SH. SH. z O FIRST FL.4" 2" 2" I 2" 2" 4" 2" J 3" 2" 2" 4" 2" 2" 4" 4" 2" 2" 2° ED I I I o I I L 4 4" • 4" II ir t O 4" 4" 4" 4" 4" 4" 4" 4" 4" 2" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" Z 4"V. a- 4 S. _. 2" 2� 2LU ❑ I I" . �-, �--, w J Q= LU 3" 3" --(b WALLca C.O. T— 1 2 � 2 2 O - - i I I I O 4 4"SAN. HOUSE 4' I I I I i MJEW 4"SANITARY TRAP I I I I z SEWER TO NINTH ST. I I FFD-2 I FFD-2 =O BASEMENT U) 4" 4" w SP-1 4" 4" ir w _ O J J PLUM o NG w W SCALE: N.T.S = cn z O Q U U- U w a- Z O Q U J d d Q W 2 H Z O 0 w F- Q U Z_ Y ir O ?. Seal &Signature: fr O w �OF NEW o A� 6 S CND y0 0 Ir m �Q Tr 1 Z SOA 091112 Q� v o_ ROFF S S 1 ONP 2 i— L� IV/ ��, 1 GDP 1220 Ninth Street PLUMBING RISER DIAGRAM — As Noted kAr 5 qn4 20 Jay Street, ;suite 906 Greenport, NY SANITARY 4U11V( y 11.04.2022 �� �� v� � �. Brooklyn, NY 11201 212.634.9384 P '2 Cy1r' 1 Sky Plane Diagram East to West Section Revisions 1/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 03 Building Permit Revision 05/02/2023 / \ Notes 0 / Do �I o - S r 144'-0" 0 120'-0" 28T-0" 2 Sky Plane Diagram INorth to South Section 1 4 Sky Plane Plan 1/16"=1'-0" East West East West Q lion 1 1 \ Section 2 o --- ' --------- ---- --- --ij Proposed 1 I z O O, --- ---- Story l l o 20'-0" 43'-0" 1 1 _ J $1 _ _ _ _ - - -P,.p use CD i 3 Sky Plane Diagram I North to South Section 2 1/16"—1'-0" / O �O \ O I O 32'-0" 25'-0" Seal&Signature: I� fir r� ��11V17Ut�'�.tr GDP 1220 Ninth Street Sky Plane Diagram As indicated 20 Jay Street,Suite 906 Greenport,NY 05/02/2023 Brooklyn,NY 11201 212.634.9384 A052 i Ar.1 E H'D L i E V,T__ Revisions No. Issue 1 MEP SCH `METIC "A SIG`4 17 22 2 PL.. RISER /:....L 2 PL. RISER UP D A I Notes NE1N1` RK '11 FF,:NF . _. . 1 E. a;.. 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Ir > =; w s Z GDP 1220 Ninth Street PLUMBING RISER DIAGRAM — As Noted - 20 Jay Street, Suite 906 Greenport, NY SANITARY 11.04.2022 Brooklyn, NY 11201 212.634.9384 "` ,R` i Ipood Revisions APPROVED AS NOTED No. Issue Date DATE-5-IR23 B.P.# '19 a�5 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 FEE:�J,�o�y,OO BY ;7 NOTIFY BUILDING DEPARTMENT AT Notes 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED '�^° " ,.�,.�� ��'�=® FOR POURED CONCRETE 2. ROUGH-FRAMING.PLUMBING, STRAPPING, ELECTRICAL&CAULK;ING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL COMPLY WITH ALL CODES OF MUST BE COMPLETE FOR C.O. NMW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE . AS REO(aIREO AND CQ6!!IIT " �''z E "' ' REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 7��* ;a. >:� A DESIGN OR CONSTRUCTION ERRORS. JTN0LD TM�•w . ; CLECTRtC/"+L Yon INSPECTION REQ'flt'�E® Avon Uri--didian t"yz.DEC DO NOT PROCEED WITH � ,',.tSUr'NT TO 1,W- T , FRAI!M U!ML SURVEY 07 TEL TOW!1 CODE- OF FOU"JDATION LOCATION HAS EEEN APPROVED. FilrC t! p-tpjtjon '�'C rl gC� MUMBER CERTIFICATION rcq, u� �� C Om"r� LEND CONTENT BEFORE CERTIFIia aE OF OCCUPANCY jorw ecsr COLDER USED IN!"DATER r.nd ew-SM-0eil €UPPLY CYSTEr-01 CANNOT t;..?.CEED r110 OF 1% LEAD. .��� ,,, *. ., PLU►�I31NG -u, '^ tt x:"��.: :�.. -, 'ALL PLUMEC'NG WASTE Do I rnd 1 r^Pi, &WATER LINES NEED tTYS L nr.,rin, 7 COd,C TESTING CEFOra COVERING Ay-ovirk 1220 Ninth Street 1% '1 y Greenportf N Building Permit Submission _ 03/20/2023 Seal&Signature: GDP 1220 Ninth Street Cover 12"=T-O" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 AOOO i NOTE•-LEGEND AND SYMBOLS Project Info Revisions No. Issue Date Project Address 1220 Ninth Street DRAWING SHEET INDEX 01 For Pricing 12/02/2022 SUPPLY AIR DIFFUSER a a : _ Concrete-Cut Greenport,NY 11944 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE STATEMENT For 02 Building Permit Submission 03/17/2023 RETURN AIR Dw No. Sheet Title Earth-Crushed Stone Zoning District R40 THE PROPOSED BUILDING REPRESENTED IN THIS g Construction Single Receptacle DOCUMENT IS CONSISTENT WITH THE BUILDING 00 GENERAL Notes Project Description New Single Family Residence and Pool PLANS,SPECIFICATIONS,AND OTHER A000 Cover Earth-Gravel CALCULATIONS SUBMITTED WITH THIS PERMIT Duplex Receptacle APPLICATION.THE PROPOSED SYSTEMS HAVE A001 Drawings Index Lot Area 71,004 sf BEEN DESIGNED TO MEET THE NEW YORK STATE A002 General Notes Earth-Disturbed Lot Dimensions 110'x 554.39' ENERGY CONSERVATION CODE REQUIREMENTS. A003 Energy Conformance R GFCI Duplex Receptacle-GFCI Building Coverage 3,814 sf SEE ATTACHED RES CHECK COMPLIANCE REPORT Quad Receptacle Earth-Undisturbed ON SHEETA003 02 ARCHITECTURAL A050 Survey WP Weatherproof Receptacle Finish-Concrete A051 Site PlanA100 Basement Plan Zoning Information A101 Level 01 Plan R Range Receptacle Finish-Grout Allowable Propossed Complies Code Reference A102 Roof Plan DW Dishwasher Receptacle f - - A120 Level 01 Basement RCP Finish-Gypsum Lot Area 71,004 sf 280 Attachment 3 Buildable Area 49,454 sf 280-4 A121 Level 01 RCP ® Floor Mounted Receptacle-Double Lot Coverage 49,454'.2=9,891 sf 8,822 sf Complies 280 Attachment 3 A130 Basement Power Plan Finish-Plaster A131 Level 01 Power Plan ® Floor Mounted Receptacle-Quad 5,100+(.05`9,454)= A200 Exterior Elevations Insulation-Fireproofing Gross Floor Area 5,572 sf 3,814 sf Complies 280-207 A210 Window Schedule Switch Basement - (2,970 sf) - A300 Building Sections First Floor - 3,814 sf - A301 Building Sections 02 _ �2 2-Way Switch � Insulation-Mineral Wool A400 Wall Sections Principal Building Zoning Setbacks A420 Exterior Details SS Smart Switch Insulation-Rigid Front Yard&Primary Front Yard 50 ft 116.5 ft Complies 280 Attachment 3 Secondary Front Yard 35 ft - - 280 Attachment 3 IA421 Exterior Details D Dimmer Switch �� Masonry-Brick Side Yard _ 16.1 ft Complies 280 Attachment 3 Both Side Yard 5 36.1 ft Complies 280 Attachment 3 02 Structural K Keypad Rear Yard -;5D 105.5 ft Complies 280 Attachment 3 S-100 FOUNDATION PLAN Masonry-Concrete Block Principal Building Height 35 ft 12 ft Complies 280 Attachment 3 S-101 FIRST FLOOR PLAN �C Combo Switch S-102 SECOND FLOOR PLAN Masonry-Stone Cut S-200 FOUNDATION DETAILS 4 TV Connection Accessory Structure Zoning Setbacks S-300 FRAMING DETAILS Metal-Steel Side 20 ft 20 ft Complies 280-15B S-301 FRAMING DETAILS 4 Smoke Detector Rear 20 ft 447.2 ft Complies 280-15B S-302 TYPICAL FLOOR FRAMING Wood-Cut Accessory Structure Height I I S-303 TYPICAL ROOF FRAMING — — — Membrane Waterproofing Proposed 16 ft 11 ft Complies 280-15A S-400 STEEL DETAILS SIM Wood-Face 1 Wetland Boundary Setbacks A101 Elevation/Section Residence 100 ft 105.5 ft Complies 275-31) Wood-Plywood Cut Driveway 50 ft 155 ft Complies 275-3D Sanitary Leaching Pool(cesspool) 100 ft n/a - 275-31) �Z- Spot Elevation(Elevation/Section) Septic Tank 75 ft n/a - 275-3D Spot Elevation(Plan) T.©.SILL Elevation Marker 0'-01, Project Team 101 R2oom name Room Name,Number,Area 1,150 SF 101 Door Tag DESIGNER: ARCHITECT: STRUCTURAL ENGINEER: GARNETT DEPASQUALE PROJECTS PETER DEPASQUALE ARCH„PLLC DILANDRO ANDREWS ENGINEERING,PLLC 1i Window Tag 370 LEXINGTON AVE 370 LEXINGTON AVE 158 COUNTY ROAD 39 SUITE 407 SUITE 407 SUITE 10 BROOKLYN,NY 10017 BROOKLYN,NY 10017 SOUTHAMPTON,NY 11968 1i Partition Tag CONTRACTOR: LANDSCAPE ARCHITECT: OWNER: 01 Keynote NORTH FORK WOODWORKS,INC. PROJECT PLANT BEN BENNETT,CAROLYN BENNETT 810 TRAVELER STREET 56755 MAIN ROAD SOUTHOLD NY 11971 SOUTHOLD,NY 11971 FOOX Equipment Tag NOTE-ABBREVIATIONS Plot Plan AFF ABOVE FINISHED FLOOR HOR HORIZONTAL ADJ ADJUSTABLE I.D. INSIDE DIAMETER ALT ALTERNATE MAX MAXIMUM A.V.B. AIR VAPOR BARRIER MIN MINIMUM BLKG BLOCKING NIC NOT IN CONTRACT BLDG BUILDING NTS NOT TO SCALE BO BOTTOM OF OC ON CENTER CAB CABINET OPNG OPENING _ — ' Actors ropos _ C.J. CONTROLJOINT OH OVERHEAD _ - - " � wens Permeable ble l� Driveway CL CLOSET OPP HND OPPOSITE HAND04 l b CLG CEILING PNL PANEL _ ckl�eb l CLR CLEAR PTD PAINTED o 1r Zo w _ - ' " I N CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD S88" Light j?Mplmed'1 l co z CONC CONCRETE PLAM PLASTIC LAMINATE " - ' Wells I I Story CONT CONTINUOUS REQ'D REQUIRED , , - ' Residence' DIA DIAMETER RO ROUGH OPENING I i DIM DIMENSION SIM SIMILAR o ll Proposed Shed DWG DRAWING SPEC SPECIFICATION t Attached EQUIP EQUIPMENT SS STAINLESS STEEL � Poo - EQ EQUAL STL STEEL t H - - ' - EA EACH THK THICKNESS tt H — _ _ 533.56' F.O. FACE OF TO TOP OF z t a._ - — — " Plot Plan Based on FIN FINISH TYP TYPICAL i 3 - - " Information from FL FLOOR VIF VERIFY IN FIELD I _ — — " Survey.SeeA050 GL GLASS UON UNLESS OTHERWISE NOTED Seal&Signature: GWB GYPSUM WALL BOARD WD WOOD m t _ _ _ - NS7,15 10"W li HDWAR HARDWARE W/ WITH HT HEIGHT W/O WITHOUT DePgS '�/�. A N�9T pa4'S85 y�Q� FOF NEB GDP 1220 Ninth Street Drawings Index As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY11201 A001 212.634.9384 i General Notes Revisions No. Issue Date 01 For Pricing 12/02/2022 1.THE A.I.A GENERAL CONDITIONS(A.I.A.DOC.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 29.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OF DESIGU CRITERIA WOOD ROOF FRAMING 02 Building Permit Submission 03/17/2023 THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. THESE DISCREPANCIES PRIOR TO WORK IN ANY AREA REQUIRING CLARIFICATION..IN.CONSULT ARCHITECT BEFORE PROCEEDING WITH IN CASE OF CONFLICT IN DOCUMENTS, PECIFICATIONS OR DESIGNED,INNON IN REGIONS WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 110 MILES PER HOUR ARE ALL ACCORDANCE WITH THE AMERICAN FOR STAN P PER ASSOCIATION WOOD FRAME CONST 2001NOOD ROOF FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCIM 2.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. MANUAL FOR ONE AND TWO FAMILY DWELLING WFCM-2001(PERSPECTIVE DESIGN METHOD). Notes AND REGULATIONS INCLUDING THE CODES LISTED BELOW: FRAMING DETAILS 2020 RESIDENTIAL CODE OF NEW YORK STATE 30,EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO OTHER SEISMIC PROVISIONS RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET PLATE AS A TIE.DEPTH OF RIDGE„ 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. GLAZINIG IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND HIP AND VALLEY RAFTERS SHALL NOT BE LESS THAN THE CUT END OFTHE ADJACENT RAFTER,AND WIDTH 2020 PLUMBING,CODE OF NEW YORK STATE SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS AS INDICATED ON DRAWINGS.SLOPES OF LESS THAN 3 ON 12 REQUIRE ADDITIONAL MEMBERS FOR 2020 MECHANICAL CODE OF NEW YORK STATE 31.THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNERS WITHIN 24',AREAS OF GLASS GREATER THAN 9 SQUARE FEET AND LESS THAN 18 TO THE FLOOR. SUPPORT. 2020 FUEL GAS(CODE OF NEW YORK STATE ALARM AND TELEPHONE SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO EMERGENCY ESCAPE AND RESCUE OPENINGS CEILING JOIST AND RAFTER CONNECTIONS 3.ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OFTHE RESIDENTIAL CODE OF NYS SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER AND NAILED TO THE TOP WALL PLATE. AND THE APPROVED ELECTRICAL INSPECTOR.THE FINAL UL CERTIFICATE OF APPROVAL MUST BE ESCAPE AND RESCUE OPENING MEETING THE FOLLOWING REQUIREMENTS: CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PRESENTED TO THE OWINER PRIOR TO FINAL PAYMENT. 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL 1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR :2.MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR OPENING 5.0 SQUARE WHEN SUCH A JOISTS ARE PARALLEL TO THE RAFTERS. WHERE CEILING JOISTS ARE NOT PARALLEL TO 4.THE HVAC SUBCONTRZACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC PERFORMANCE. ]FEET) RAFTERS,RAFTER TIES MUSH BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF 2 X 4 NOMINAL (2 X 6 EQUIPMENT AS NOTED ON DRAWINGS.ALL WORK SHALL BE IN COMPLIANCE WITH NATIONAL .3.MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM IF ACTING AS VAULTED CEILING).IF NO RAFTER TIES ARE TO BE PROVIDED,THE RIDGE FORMED ELECTRICAL CODE(NEC)),NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION(NEMA),NATIONAL 33.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, ,4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. BY THESE RAFTERS MUST BE SUPPORTED BY A WALL OR STRUCTURAL RIDE BEAM.LOCATION AND PLUMBING LUM I CODE R AMERIICAN G AND SOCIETY CONDITIONING MECHANICAL E HANI ALENGINEERS (AS E SPECIFICATIONS,MERI SNISOCIETY OF GENERAL AUTHORIZED, N WRITING,BY THE SUBCONTRACTOR ARCHITECT.ONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY ,5.EMERGENCY ESCAPE AND USE OF KEYS OR TOOLS. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT ATTACHMENT OF ALL CONNECTIONS SHALL BE DESIGNED AND INSTALLED AS PER AF&PA WFCM 2001. HEATALL EQUIPMENT,FIXTURZES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. WINDOW CRITERIA 34.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR STAIRWIAY WIDTH PROVIDE WINDOWS CAPABLE OF COMPLYING WITH THE REQUIREMENTS OF: 5.ALL PLUMBING WORK,SHALL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY STAIRWAYS SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE HANDRAIL 1.LOCAL WIND AND/OR HURRICANE LOAD STANDARDS ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL HEIGHT:.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY. 2.LOCAL ENERGY CODE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. CONTRACTOR'S RESPONSIBILITY UNDER THE CONTACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT 3.DESIGN PRESSURE INDICATED ON THE STRUCTURAL DRAWINGS WITH CONSIDERATION FOR THE BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUTTHE WORK IN STAIRWIAYTREADS AND RISERS SITE REQUIREMENTS,ORIENTATION AND LOCATION OF FENESTRATION WITHIN THE EXTERIOR WALLS. 6.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOT TO BE SCALED. CHARGE ACCORDANCE WITH O HEOMISSIONSO CT DOCUMENTS, E GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR R AGENTS MAXIMUM RISER HEIGHT SHALL BE 8 A INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. WINDOW STRUCTURAL PERFORMANCE AND ENERGY PERFORMACE DOCUMENTATION SHALL BE PROVIDED BY THE MANUFACTURER OR BYA QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. 7.LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS.IT IS THE OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. STAIR H,IANDRAILS PROVIDE LOW IRON GLASS FROM MANUFACTURER'S STANDARD RANGE. INTENTION OFTHE DRA\WINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS HANDWAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. WILL BE ALLOWED FOR PMATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. 35.ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN HANDWAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD NOSINGS. MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO 8.THE CONTRACTOR SMALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING EXTRA COST TO THE OWNER GUARDS REQUIRED CONDITIONS PRIOR TO TTHE START OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE FLOOR OR DIMENSIONS SHALL BE'VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 36.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, GRADE',SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HIGH. SUPPORT RAILS FOR GUARDS SHALL BE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK SPACED)AT A MAXIMUM OF 4"APART. THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL 9.CONTRACTOR SHALL.VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE RESPECTS. SMOKE,ALARMS MUST BE NOTIFIED OF ALNY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE HARD WJIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE DRAWINGS.PROVIDED DIMENSIONS ARE SUBJECTTO ACTUAL FIELD CONDITIONS AND NO CREDITS OR 37.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. OF EEACI•H SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH EXTRAS WILL BE ALLOWIED FOR DISCREPANCIES UP TO 2'-0"IN ANY MEASUREMENT. INSTALL AND REMOVE(AFTER COMPLETION)ALLTEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADDITIONAL HABITABLE STORY OF THE DWELLING PER UL 217 AND NFPA 72. ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, 10.CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE INCLUDING DUST. CARBOIN MONOXIDE ALARMS OCCUPANCY CERTIFICATE. CARBOIN MONOXIDE ALARMS SHALL BE INSTALLED: 38.FLASH,CAULK AND SEAL ALL JUNCTIONS OF THE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM 1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA 11.THE WORK SHALL INCLUDE ALL MATERIAL AND LABOR NECESSARY TO COMPLETE CONSTRUCTION AS A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING :2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,SOLID-FUEL SHOWN ON THE DRAWIPNGS.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR SURFACES UNLESS OTHERWISE NOTED. IBURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR ATTACHED GARAGES ARE LOCATED. PROPER PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND IPROVIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS ARE WITHIN 15,OF A CO SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR 39.PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS (DETECTOR. ALL ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS ACTIVATED, THE ABOVE AND SHALL I BE HELD HARMLESS AND INDEMNIFIED BY ALL THE CONTRACTORS FROM ANY WITH ARCHITECT. AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL 2034. CLAIMS,LOSSES,SUITS OR LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 40.ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVELAND TRUE,WELL SPIKED AND NAILED AND FLAME SPREAD FOR WALL AND CEILING FINISHES ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENTAND SHRINKAGE WALL AIND CEILING FINISHES SHALL HAVE A FLAMED-SPREAD CLASSIFICATION OF NOT GREATER THAN 12.ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S THROUGHOUT. 200. COMPENSATION INSURANCE AS REQUIRED BY NEW YORK STATE 41.ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS INSULATION 13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND/OR INSTRUCTIONS. INSULATION MATERIAL,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL 42.RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL OF ALL DEBRIS FROM THE SITE. BE AFFECTED BY NEW CONSTRUCTION ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 14.DISPOSE OF ALL(IF AINY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED 43.PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. ASTM E64. BY FEEDERAL,STATE AND LOCAL AGENCIES. 44.CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION, PROTECTION AGAINST DECAY 15.ALL EXTERIOR GLAZIING SHALL BE DOUBLE GLAZED AND COMPLY WITH NEW YORK STATE ENERGY CODE AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, REQUIREMENTS. PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH AWPA UI.THESE AREAS INCLUDE ALL WOOD 45.CONTRACTORS ATTIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS SILLS OR PLATES THAT REST ON THE CONCRETE,SILLS AND SLEEPERS ON A CONCRETE SLAB,ENDS OF 16.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY WOOD GIRDERS ENTERING EXTERIOR FOUNDATION WALLS. ALL WOOD IN CONTACT WITH THE GROUND DURING CONSTRUCTIOW AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT THEIR RESPECTIVE TRADES. SHALL BE PRESSURE TREATED. . ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 46.CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. COLUMIN PROTECTION 17.CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING,ETC, WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE PRESSURE TREATED.STEEL AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT 47.ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS COLUMINS'SURFACES SHALL BE PAINTED WITH A SHOP COAT OF RUST-INHIBITIVE PAINT. ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT SHALL BE SUPPLIED BYTHE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES CONDITIONS. SAME. COLUMIN STRUCTURAL REQUIREMENTS COLUMINS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD 18.NOTIFY ALL CORPORLATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 48.THE OWNER WILL PAY FOR ALL ELECTRICAL CURRENT FOR TEMPORARY LIGHTING AND POWER.THE COLUMINS SHALL NOT BE LESS THAN 4"X4"AND STEEL COLUMNS SHALL NOT BE LESS THAN 3"0 AUTHORITIES OWNING(CONDUIT,WIRES,PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY CONTRACTOR SHALL FURNISH ALL TEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS,AND SIMILAR STANDARD PIPE OR EQUAL OR 114 THE AREAS AFFECTED BYTHIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THETOWN OR EQUIPMENT AS REQUIRED FOR COMPLETION OF WORK. LOCAL AGENCIES HAVIPNG JURISDICTION.CAP ALLABANDONED UTILITY LINES IN ACCORDANCE WITH CRAWL!SPACE ACCESS THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. 49.THE CONTRACTOR SHALL INSTALL A JOB TELEPHONE AND WIFI INTERNET ATTHE JOB SITE AT HIS OWN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24".OPENINGS THROUGH A PERIMETER EXPENSE. WALL SMALL BE A MIN OF 16"X24".WHEN ANY PORTION OFTHE THROUGH WALL ACCESS IS BELOW 19.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY GRADE, ANY AREAWAY OF NOT LESS THAN 16"X 24"SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY EXISTING DRYWELLS,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR 50.ALL FINISH SURFACE PRODUCTS AND MATERIAL SPECIFICATIONS ARE TO BE VERIFIED WITH THE ARCHITECT SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL STRUCTURES THAT MAW INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM VIA SAMPLES AND MOCK-UPS PRIOR TO ORDERING. NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. ANY DAMAGE.THE REPAIR OFANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE RESPONSIBILITY OFTHE CONTRACTOR. 51.THE CONTRACTOR SHALL SUBMIT ACCURATE SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OF THE WOOD FLOOR FRAMING-DESIGN AND CONSTRUCTION-NYC CHAPTER 23 FOLLOWING PORTIONS OF WORK TO THE ARCHITECT FOR APPROVAL INCLUDING ALL ASSOCIATED ALL LOAD-BEARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA 20.THE INSTALLATION OFALL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS WARRANTIES,ACCESSORIES AND PRODUCT DATA: WFCM 2001. REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL a.WINDOWS PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. b.DOORS BRIDGINWG c.CABINETS AND ARCHITECTURAL WOOD WORK JOISTS EXCEEDING A NORMAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL 21.CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE d.STONE BRIDGINJG(WOOD OR METAL),OR A CONTINUOUS 1"X3"STRIP NAILED ACROSS THE BOTTOM OF JOISTS NOT MATERIALS OR RUBBISH CAUSED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND e.ARCHITECTURAL METALS AND GLASS EEXCEEDPING 8'-O"OC. OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OFTHE f.CONCRETE AND REBAR OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. g.POOL AND SPA DRILLING AND NOTCHING h.PHOTOVOLTAICS NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED 1/6 MEMBER DEPTH,SHALL NOT BE LONGER 22.REQUEST FOR FINAL.PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL 1.LIGHTING CONTROL SYSTEM THAN 1/23 OF MEMBER DEPTH,AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.NOTCHES AT SUB-CONTRACTORS ANID MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. J.HVAC THE ERRS OFTHE MEMBER SHALL NOT EXCEED A THE MEMBER DEPTH.THE DIAMETER OF HOLES BORED 23.PERMIT FEES FOR AMY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE k.GEOTHERMAL INTO MEMBERSHALL NOT EXCEED 1/3 OF MEMBER DEPTH,SHALL NOT BE CLOSER THAN 2"TO TOP OR ARCHITECTS TAKE NO RZESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. L WATERPROOFING BOTTOM OF MEMBER,OR TO ANY OTHER HOLE IN THE MEMBER. m.PLUMBING 24.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION n.OPERABLE ROOF HATCH WOOD WALL FRAMING DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY o.ELECTRICAL INCLUDING A.V.,SECURITY,TEVDATA,AND BUILDING MANAGEMENT SYSTEM ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM CHANGES MADE BY THE CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING IN 52.THE CONTRACTOR SHALL SUBMIT CUT AND SPECIFICATIONS SHEETS AND SCHEDULES OF THE FOLLOWING 2001. CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION WILL RESULT ITEMS TO THE ARCHITECT FOR APPROVAL- IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED a.PLUMBING FIXTURES AND FITTINGS STUD SIZE AND SPACING SPECIFICATIONS AT C011NTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR b.ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16"OC.ALL STUDS DEVIATIONS FROM THE APPROVED PLANS. c.HVAC EQUIPMENTAND CONTROLS SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16"OC. d.EXTERIOR WINDOW AND DOOR HARDWARE 25.DETAILS SHOWN AREE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT BEEN e.ELECTRICAL EQUIPMENT TOP PLATE PROVIDED,THE WORK IS TO BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE SPECIFIC f.ANCHORING DEVICES WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT PRIOR TO g.MORTAR AND GROUT AT CORINERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS SHALL BE OFFSET AT PROCEEDING WITH THE WORK. h.PEDESTAL SYSTEMS LEAST 24"TOP PLATE TO HAVE WIDTH EQUALTO STUD WIDTH. N.ROOFING SYSTEMS 26.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CURRENT WORK SCHEDULE AT THE JOB SITE 53.THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE FOLLOWING ITEMS TO THE ARCHITECT FOR APPROVAL: DRILLING AND NOTCHING-STUDS a.PLUMBING FIXTURES AND FITTINGS ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH GREATER THAN 25%OF ITS 27.UNLESS SUPERCEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION AGREEMENT BETWEEN THE b.GLASS,EACH TYPE WIDTH.((NON-BEARING STUDS 40%WIDTH MAX).ANY STUD MAYBE BORED OR DRILLED PROVIDING THE OWNER AND THE ARCHITECT,THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE c.STONE,EACH TYPE AND RANGE DIAMETER IS NO GREATER THAN 40%OF STUD WIDTH,AND THE EDGE IS NO CLOSE THAN 5/8"TO THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER d.WOOD,EACH TYPE AND RANGE EDGE OIF THE STUD,AND IS NOT LOCATED IN THE SECTION AS A CUT OR NOTCH. CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND PREPARATION OF THE CONSTRUCTION DRAWINGS e.SHADE MATERIAL,EACH TYPE DRILLING AND NOTCHING-TOP PLATE REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLIANCE CODES.IN ALL CASES, WHEN CUTTING OR NOTCHING OF THE PLATE BY MORE THAN 50%OF ITS WIDTH IS REQUIRED PROVIDE A THE ARCHITECT DISCLAIIMS ANY AND ALL RESPONSIBILITY IFTHE BUILDING IS CONSTRUCTED WITH GALVANIIZED METAL TIE OF NOT LESS THAN 0.054"THICK X 1%"WIDE FASTENED ACROSS AND TO THE TOP DIMENSIONS,SIZES OR(MATERIALS THAT DEVIATE FROM THESE DRAWINGS PLATE A'X EACH SIDE OF THE OPENING WITH(4)16d NAILS EACH SIDE MIN. 28.THE WORK IN THESE'.DRAWINGS IS INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL FIREBLO)CKING REQUIRED OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL,ELECTRICAL,AND PLUMBING TRADES. FIREBLO)CKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND Seal&Signature: HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS HORIZOINTAQ AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. AND THE ROOF SPACE. le ED ARQ AP�. Depgsv�,r�C� (p�'9j. �34 SfsS OQ� FOF NEW GDP 20 Jay Street,Suite 906 1220 Ninth Street General Notes 12"=1'-0" Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A002 Revisions Section Plans Verlfled Flptd Verified Section Generated by REScheck-Web Software REScheck Software Version REScheck-Web # Foundation Inmpection Value Valve Campr!ez? Cammrnts?Assumptions x Framing 1 Raugh•In Inspectian: Plans Verified Field Varlfli+d Comptlrz? Cammcn[m,rAssum Lions No. Issue Date R PR Compliance Certificate Inspection Checklist 62.11 ) cme _ rep Fl7 AVValue �Va1ve P R... 402.1 1 Condihonr�ba;rmrnt wait R- R- D!;omplir; See Vie Envek+r+w dtirw+(i'�w� 11 472.1 1, p:xn,U-fa D' rrgr 01 For Pricing 1'Z/02/2022 U- U- nmplit•; Sec PieEmrekitk'AE>eeit.'.+e5 !FU•11' insulation R-Value tiVhere Inter+Ot R_ P_ DD;m Nnt tehir rsr vee:Ues. N 402.3.4 nsulation is used.Well k ,rR1J ation - - l , [)r)nr-%Not tabor rGr,ve4,es. 02 Building Permit Submission 03/17/2023 Energy Code: 2018 IECC to rwiy rrrd to rcrur during 114ct fit:.rrvat:•if, QNct l't lv.1tIr, Requirements: 0.0%were addressed directly in the REScheck software Insulator I^spection.Not Mat Applirah,'r, k , , required in warm-humid lotat°c•+'s ❑,4tat Aryrylira..r Text in the"Comment.JAr5tlmpti,)r5'column is prnvlr!Pd by the user in the Pr5rl eck Rep(ilrement5 5rreen.For each in aired Ili 7 oar -3. 402.J 1. Glazing(Mi"nr larra•weightrd U-_ u _ rnmplien See the En•wt93w ASieoivi'eii. Project 1220 Ninth Street F 4v2.3.1, averagel. Q'" ; .I.r.. Notes requirement.,the user certifies that a code requirement will be met and how that is documented,or that an exception DDnn Nnr ^ - r vabea. Is being claimed Where rnmpl ante t5 rteml7ed In a reparare table,a re`erenre to that table Is p+a"Vidal. 303.2 Cnndlrigrn ba;mm�nt w.,11 Q.",omplir 402.3.3, F05I' insulation Insta"led ve, DDnra Not l 40).5 D'4ct Ot-vab!r Ent.-gyCple! 20181E'CC rranuraeai:iPi'sinslruetiuns. !FR2)1 113'4ctA;aplirab'r Q4ct O':•,.r`rvata'r tocafic Greenport,New York section clans veed Fletd Verlfiert D'4in Anphrablr U Construction T # Prndn.ltrrtion?Plan Rnvirw compl!rs? Comment-?Assumptions r yp['• Single-family Value Value E,Rpr)•fD � , ,- , 1303,1 3 U-fitco-s cf fen�r'"ratiRn prnrtllrt; :;rim lie; Pr3lrrt Tya-,r' New Construction 66402.2 9 COnditwnrd bri5rmrnt wait ft fk �D-.omplie; Sew t,r f,:ve n e A.scr"t+•r•5 p I. Fn.d1 a e deter^v^ed In accordance 103.1. Cnnsr*u[non drawings and D-nmplirs « ,FrJ6J= dl5ulatiCn depth Ot burial or DDnrm Not te.�ie rsr Wailes. DDnrm Not Condit+onel floor Area- 2,930 ft2 103.2 documentation demons*rate D)orm Not ( distance cram top or wal. 0 with the t:rRC test pioted,ire or 0Q`4Ct at%l-rvab'r' falcon frnm the drfaal't tit,n. 13'4ct Otxrrvihir Glazing A-tea 33% 1,PR111 e'te gy code compliance'ur the Q'4ct Ot mr rvah+r � Q'4ct An lirab!r D'tct A lirabrr D building rnvelopr.Thermal R pp Chmato. Zone 4 (5572 HDO) D'4et A li[atalr 402.4 1.1 Air h�m+rr a^d therm,l barrier envelope represented on pP 303.2.1 A protect Vr!covering is insri!r.. Q-nmplir•n Q-nmplirs Permit hale' _ J JFDll)3 20 rotect ex used exte•,or p construction dacumertts- P p D'+�rmNnr F'r.23J installed erm3nutacturer's DDnrmNnt Permit Number, 103.1, Construction drawing;and Q-nmplir, er insulation and extends a N fa instructions. 103.2. documentation t}emOnstrte Dry:rm Not minimum of 6 in below gra:le. Q'4• O..;r va9lr ; Q14ct()-a-rv�i:a r t Cnq,*tlrtinn Site: ()evrerJAr ent: Vi:I03nrrfCon'ractnr: 403.7 a-e>gy Code Compliance fur Q'4ct Ot:srrva�•'r Dvrt Apryliratair DNat Aprylirah!r t 403.9 Snow-and ire4n&in s. �' 'Q: p 402.4 3 Frnrsrrati0n that i s not sole briih rim 1270 N nth rytrrrt ?PR31 lighting and rnec•hanira'sy;trm; 0 Sy.`rm rim tic; - Qr plir•c 1 4e Systems serving mult,nre Q'4ct Applir,b''r IF01213 controls Installed. !FR2011 is listed and la e'ed as mee''nq Greenport,NY �� D, Arc Not DDorm Not dwelln unitsmustdemonstrat t) AAMAIWDMA,,C5A.101115.2,A440 g tr Oct Oti ii rvabrr C'hn--infiltration ratr; r r Not n`ervats!r ' cnmryli.rnrr wdh the IFf.C' D` err N R., D s Commercial provisions D'4.nt Anplirat�ir, 400 t^at do not exceed code ONO Applirat:rr - ' 302.1. Hra''ng and r-nntir;rquipmrnt is Hca'•ng: Hri'ing Q-nmplirs Additional Comments/Assumptions: 1 1lrttils i 402.4 S IC raft o netrssed!i0hrr g fixrlires 0:7nm lic Co-r Aorcr: 2.7%6otter Than Code v3xirrum UA. 697 Y9.•UA 678 v:Ixrtnun bHGC 0.40 Y�c'SHGC: 0.33 ;1P11 7 sized per ACCA Manual 5 based 8turhf 8tU1hf_ D:)nrm Nat ;PR21z en loads salt:ulated p r ACCA Cooling Cooling: C3'4ct M-m-rvabir 6 IFR fill sea led a at hoto indica!e or t NO c1r p rho a Flit"cr A,"Ik rna•+Ccde'nde.rene_rs holy cYFw In:0•n.ir!rre W-!ir�re r,Wre r on E0*1 tri+:re na r ens. Kirlual or gthrr methods 13I4C! Not rt OOE 6 rtOT p cvdn en pSt�m•••'or e-.`r jr US^or r71.••:Ut Ve t'J d mPIm,A'-+[Y{Mir•{. t.d l 8tufhr 8tuthr_ , Wa l ge atd 5 indii ate rl2.O[till a�prOved by t"f[Ode oIf Clal D`4^.t Applica;r !rakagr at 75 Pa. D`'" 4.Izh-^ C,•,fir t a'.r•-rr;arc rO Iongrr[nnc,!rrrrl r.t^.r t iA rr;r-fr:•mi^sr comp,irnce p'th n R+ Srl!grk f ach c'iF,-^'-r'a r 4...Applica irr asserie!y In the sPezlfled cl mate zone must meet tre minimu•ri e^ergy code In.°,,vation R-va'Ue and dr'pth reclUire-nents, D-n App!irab!r 403.3 1 Supply and return dart;in Attars ��'��Q'nm lie: . Additional Comments/Assumptions: J Y2jr >=!3 inches in ll a rheter and>= DDot m Not � R-6 whrrr K 3 incnv .Supply and Qtlo!Ot-rva'•'r d return ducts 1n other portions of ONct Applirabtr Envelope Assemblies the building Insulated y=R 6 ror l r.iamrtrr r=3 inrt•rc nnrt R 4 2 4t}3.3 2 f diameter t»; ',r :°r•1�' . tvk 1 « d 5 ano i'.rr �Q:'nmplir•s r ..-,. ^ 4FP.2313 boxes are sea'ee with DDnrm Not Ceiling:Flat Cell Nor 5c-ssorTruss 2,990 24.5 15.0 0.025 0.026 75 77 joints;seams Canit•lianl with O`.rtrrvata!r Intrmat Walk wood Frame,16"O.C. 3,070 19.0 0.0 OAFO• 0.060 121 121 R I r> al Minden cal Code or D' Net Intemat'3ra'R.esidentia!Co"e.as DNrt Apryliratarr, Do"':Solid Door I under 50%glarnq) 26 0.5,10 0.320 17 8 Glass Doors-Glass Doc: laver 50%gla r rig) 397 0,310 0.320 123 127 403.3.5 (TUCtS oricting plenucawtirs arc nor li Wed as 403,3 ' dc•cts Or plenums. �D-omplirt SHt;C:0.32 Dnrc Not Wndow-wood fra me 629 0.290 0.320 182 201 a. Q`4at Ot:srrvablr SNry[:0.33 Ilasrmrnt Wal':Solid Ccnrrrtr or M,,monry 163 f F „� D`trt Anrylirat>'r , O.C 10.0 0.OSA 0.059 15b 403A HVAC piping conveying fluid; R- R• Wa4 he-0t:9 0' 2761 rim liem Depth below rode:8.0' R171' at�cve 105 OF Or c^ ied l Yulds ^^DDl p 7:?rc Nat be-low 55'IF dire imuratrt to aR- Q"4c.'O zrrvablr Inmul it,ran depth:9.0 3. '4ct% ComniiAnce 5'a'ement: The vopn b l7u1dinq design described he w -e is consistent ,th the building plans,specl.coti7ns.and Other 403,4 1 PrrytrChon of int.,,lation on HtrAC calculations submitted with the permit application.The p•`Opose"budding has teen designed to meet the 2018 IECC requirements In Nat Ir rim RCSd+sti'k Vrrr.ion:RESOteLk-Vh'b and to comnry will+the mandatory requirementslistedct in Lim RCS •r•ck Int.PrLUWI Cf•r:klist. Ff1241t piping D..D�nrm Nat lie, p N � Q'4ct O±amrrvablr D`t^t Applirat:°r 47mr-;it igna t we 4iatr 03,5.3 Het water p'prs art ins,;IatCd t6 R. R. JFR181F ZR-3. ._ ....._. D-nmplirm D:)nrm Nnt cd 114ct Ot-ervabir QYct Applirab!r i iH-+..,h Impact(Tier 1}4 Z Med um Im att(Tier 21 T 3'1Low Im at'(Ti r 31 � rl H, h In pact ITier 1? Z Mad um Impact(Tier 21 3y 1� -�fm�Tu _ _._.... ! ..q..__ p.....w. _. ...._. _p.-.__..._.._ f J ..p.._..... ,._ ..__.) I... q,.._... ._ w Impac4(Tier 31� �1 High lmpact iTier IY2�Med um Inlpatt(Ter 21 3 tow IntpaCt(Tier 31 Project Title-1720 Ninth Street Report date: 03114173 Project Title 1270 Ninth SirPPt Repnrt date: 03/14173 Pro;Pct Title 1770 Ninth Street Report date: 03114r73 Project Title-1270 Writh Street Report date: 0311417.3 Data fllPnamf- Page 1 of 9 Data filename Pane 7 of 9 Dara filename: Page 3 of 9 Data filename: Page 4 of g Settian Section Section Plans Verified Field Vprltlad Plans Verlfled FIpId Verified r Plans Vered Field vorlfletl Section # Framing 1 Rough-In Inspnctlan Value Value tarnpfirs? CommrrtslAssumptions # Insulation tnsprction Value Value tampflrs? tammna ts,Assumptions Final Inspnctian Pmvisfans Value Value Campllaz? CommnnLs,fAssumptian-, x Final tnspretian Provtsions Plans YPrKted Field Vpriflnd Compliaz? Commrnts,JAsaumptions 4w Rp IA 5.Rett•iR RP ltd Value Value F.RP ,It) .R q.. 403,E Autnmatir Or gravity damprr5 are D nmplir l 3£13.1 All in;ta'lyd m5uhtiOn is lahrird D:nmplir- 402.1 1, Coiling in5ulotion R valirq R R- D:nmplir5 See the five'%,Aiism,t+'•e5 4 r, « i 3a3.3 MAn',tf,7rtwer rri-ua!s for D-nmplirs i IFR191a istalled on a'l outdoor air DDarm Not p JIN131' c•tiie Installed R-vaiues D.snrm Nat 102.2.1, vio0d lvood ODni-s Nnt eh+e •r vc+.,rs. , D ❑ ❑ iff181 metr,3r,cal and water heating OQD:xm Nnt intakes and Exhausts. , ya provided. 4c'Otmr'*vab!r, ) 402.2.2, Strrl Sterl • s a Oct Og�rrvab'r D` ❑ [� Q•4at O mrrvat:'r yst_ms have been provided, r b 4ct Ot:srrva:-'r 04c!Applira"r D:ct Applirablr ;F11)' 13 4ct Applir ltlr , r nm tics See the E„rc t'J,t>!At„rid!ws ❑4..•Applirat!r 1 402,1 1. ,,Walt r^sularinn R-value If this is a R- R• D- p i r Additional Comments/Assumptions: Addltlonal Comments/Assumptions: ,, ".rble for ve um. 4C'2.2.5, mass wall with at least �at the ❑Llond ❑tiv,Od DDnr•s Not : 402.2.6 wall insulation an the wall M,isS Mass 303.1 1 1, Cell rig r lure s n struc io err Df)rA-.of ❑ - [1 QYct O mrrvat;r � 303.2 manu'atturer's,ns[ructlons. DDnrm Not IN31` rxtrrrpr,thg rxtrrior in;ulitic• SteCl stool + r r requirement applies 1FR101. 13 ❑ D Oct Applica..r ;rIII' Brawn i+sulaliOn rta•ked every , , t-� g 1 300 R3. Q.tct O..u•rva'.:'r D'4ct Applirat lr 303.I Wall I^sulatinn is instil rd err D nmplir; 402,2.3 Vented attics with a r permr)bir 0-rimplie.; a !IN4 manuaCorer's instructions. Dr)nrm Nnt JFt22Y rnsula0cn Include venkbat'le adjacent D,nrm Not i ' I to surril erg cave vent that : Q`tct Ot:mrrvat-'r extrnr!s ovrr•nsi,ilaticin Q4c?Obmrrvab!r ; D+4ct Apryliratarr D'4•:t Anplirab'r 402.2 4 attic access hatch and door R- Ft. Q::nmplirm AddltionalComments/Assumptions: 11`13)' insulation 2!R-valuec'the -V DDnr'sNat ad ja ant assen•bly. Q k-Ot:m wabtr l 131W.Anplira�:•'r t 4')2A 1 2 Rinwi--r dc;Or test p 50 Pi.c-5 ACH 50. ACH 50- U:nmplie. ifi17Jl ach en Climate Zones 1-2,and DD::•rs Nat : c=3 ach in Climate Zunis 3-8. 13'4M Otxrrva!a!r & 1 D`4•^'Apphra'a'r 403.3 3 1)urts arc pro;;urp tr strd to [fmllnll Cfnr110f1 Wrimpliem i 1F12713 determine air leakage with r,_ y.- D;)nrm Nat either:Rough-iri test:Total trak.•Ige me-asu•rd with a Q`4ct Otrcrrvablr pressure differentia!of 0 1 inch D'4ct Applirat:'r w.g,across the sy'stein including t he manu6r rtur;W%air handler e"Closure 1+installed at time of l test.Postconstructim test:Total ; 4rakagr,mr,-mu-r1 with a pressure differential of 0 1 inch w.g.across the ertire system inrl.iding the manu►a:lurr-s air !'aidler a^closure r 4�3.3 4 Ouct tight ncss tr-t rr.5i;lt CIr•c-4 cfmll00 r-fm11011 y..nmplirm F141= ctmgCC rt2 across the system or r). r} DD..am Not =3 cfir lOC 112 w!'.'t it air t•andlrr g 75 Pa.Far mngh-in Qt4et Ot:rrrvablr tests,verification may need to D'b-t Appticabsr "cur during Fran ling.ins'{- ctlon. 403.32,1 Air handlerlcAkardrs,gnatt'd Q-nmplir; :Fi2413 by marLtacturerat lc-2 vof DD-A-%Not a de:iun air flow. Q'4M,Otm rva".it -_T ❑N&ApplirabIr 3 4U)M4 Prxr,-,rrm,:iblethrrmnstat5 ^D-nmplies l IF!9)3 installed for control of pr,rna-y DDnrm Not I t eatutu a•rd cool rq systems and Qyct Otasrrvatalr i init i.il ty srr by m4nufa rtr irr-to code sc•eclflcat,on5. D14ct Anplira`.,Ir 403.1.2 Heat pump thermostat instilled D-nmpiir, IFt1013 (vi heat pumps. D1nrm Nat 1314ct 171 mrrvab'r b 04ct Appliratdr 403.5 1 Cirrutitirg service hot w;rter D:amplir•s ; (Fill p systems have automatic or DDnrm Nat access ble•manual Control'.. 13Nct(1t:mrrvab'r s Qt4cx Applirabir = ^ _ ......._._._.. _ _..1}High Impact ITrer i v 2 MIWurn Inlpatt(Tier 21„_^ 3 Low Impact(Tier 31 _ i! 1IH°qh lmpact I7ier 1} Med um Impact(Tier 21 3�Low Impart(Tier 31 k 1 High Impact ITier 1} Med•um Impact(Tier 2i �3 low Inlpatt(Tier 31 l 1 jH+gh impact iTier 1} nrad umwl7tpaci(T�erY2l 3 tow^Im act(loco 3l W i _ .. .. . w p _... Project Title:1770 Ninth Street Report date: 03114r73 Project Title:1770 Ninth Street Report date: 0313403 Project Title:1270 Ninth Street Report date: 0311403 Project Title-1770 Ninth Street Report date: 03114,173 Data filenamf: Page 5 of 9 Data filename: Pane F,of 9 Data filename: Page 7 of 9 Data filenama- Page g of 9 Seal&Signature: S�a Ue�cti PgsO �jt� � n Q. 0345g15 461Ofi NE 4 . GDP 1220 Ninth Street Energy Conformance 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A003 1 Site Plan Revisions 1/16"=T-0" 55439 No. Issue Date 01 For Pricing 12/02/2022 sgg2 0!W � 02 Building Permit Submission 03/17/2023 03 Building Permit Revision 05/02/2023 i U Notes C ' NLL 00 ` O N t� c0 '1 FM Lot 1 Fence - - --1-14'Automated Tax Lot 9.1 6'Zall D -'' r Gate I ' - r ' --•aeYardSeoacK r I I S� r m rn 4 - / G�ooA�'w ---- 4'Tall Deer/Pool Fence \ 39'-9" / d°oCO. Permeable Naitural o\Fen 32'-0" \ Gravel Driveway eel $ z 4 r Tall o o Closing Gate coo a / \ +13.6�7 ca 2 Risers I I +13.4 P r o 1 1 \ \ 1 .-o \ Pro LL 0 r L 1 I N �pA 1 a Tennis Co / FMLot2 to \ N +14.75 a. �^ Tax Lot 9.2 \ / \ 1 \ \ \ \ I So Masonry Patio \ �� �_ +13 6 +14.67 +14.25 Tidal Wetlands \ \ \ \ I I I I at Grade +13.42� +14.25 a Elevated r I Boundary,As Delineated \ I I I \ ^ \ \ Masonry Patio i I \ 1 \ 10 2°I° 1 Step by EN-Consultants, .. +13.4 10-3-2022 0 +14.67 Proposed _ \ \ \ \ \ l \ \ 1 1 1 1 Attached)Pool ^ �,,• o op. \ o \ \ \ \ \ \\ \ \ I I \ \ 2 isers 1 -___---'-25 Side\lard Setback \ 6ft Tall Self \ \ \ I I I ° \ \ 03 __ _ --- - Closing Gate v \ \ \ 1 1 ' 05 0 _ o \ \ \ �\ +13.4 ____ _ - +13.4 -_! - `° \ \ 1 I I I I I I I m \ \ a 3 0 _ _ -rr.'_ - 533.56, !y 05 N87°1510„W (I I I I I ► .O ... _ w I _ m l \ �±, o w e pOol Fen c m PA ce C I I ___-�- w <OC'z 1 6(tTall D1 ,-5" 1 1 I �- I�I I I I I I I 11 _-�_�- \ - Cr"v v _ \ dC- I :3 Q- \ FM Lot33 Tax Lot 9.,.3 I � 2 Zoning Diagram 1/3T=T-0" I 11 1 I I \ \ \ I Permeable Natural Gravel Driveway/ i i i Ac ep ory I Str ture:=- . 4 Pool Section North/South kleball @ c our_t:' ca oX F)Qerior Garage wail z tbacK !z\ { I I Grade EL+13.4 _ _ 2 Q Stucco latd Se --� of Proposed 1 Story $ - >- Planter stone Pavers water Line Stone Pool Coping,r'Thick o F.F.Level 01 proPe 1b. 20�Sty `'� d� Residence{ + __ I i= 0 -0 -------- ------------- ---- N�c I FF EL+14.75I I ,` o , -:-pryPa�_:: ,,:. ----------------------------- " _ .__ - ` \ � I � I Proposed 4 Elevated o Gunnite Shell w/ _ -� \ Attached Masonry Patio 50'-0" \ \ \ 77\\ Po_01 De6ck i .� �o Pool -, fir- . FF EL+14.25 /\ /\om acted Base Marble Dust Finish " i t0 � � Grade tt � �� � �%k I -�"" Accessory s N i.0 I ,- ---' Structure: � ' � °o BCD I Roof Open Shed ,I, i_; (6� \ / cn co Overhang Trellis ` MAY U 3 20 3 i 3 I ' I Open i ! --- x Trellis J4'A,)r4A AoilA.Sii1 3 Pool Section East/West 1 [1 3/16"=T-0" i m i oai 25,SideYard Setback z_ i o Lot Coverage i Stucco Stone Pod Coping, Stone Pavers r'Thick b F.F.Level 01 �/ O ___ - I Buildable BuildingFootprint: 3814 sf Buildable Area: 49,454 sf _ _ _ t --__ _ - - - `- - Area Roof Oerhang: 494 sf (See Survey Sheet 050) Seal&Signature:r n � • °ry Pam``` ► l BoundaryOpen Trellis Structure: 684 sf Gunnite Shell w/ / ,/ /. / / i _ _ _ _ _ - - - '- Pool to Coping: 750 sf 20%Lot Coverage ED q Marble Dust Finish / /C°mf wed Base / / / -0'-6" t1090 sf�/�� / /�� i _ Picklebal Court ry Patio: 1920 sf Allowable by Code: 9,891 sf 3, Dep Spy /j//j G '- ' "- Shed: 96sf Total Lot Coverage: 8,848 sfyz t;l I,s •�= >\\\ \\ \\ \\ \\ \\ \\ N ��\��\��\ Site Plan Based on Survey By Scalice Dated 02/14/2023 s 034585 p4' F�F NE�y GDP 1220 Ninth Street Site Plan As indicated 20 Jay Street,Suite 906 Greenport,NY 05/02/2023 Brooklyn,NY 11201 A051 212.634.9384 i 1 Basement-Floor Plan Revisions 3/16"=T-0" No. Issue Date 01 For Pricing 12/02/2022 G O O Q Q OB 02 Building Permit Submission 03/17/2023 T-0" 10'-4" 19'-41/2" 6-01/4" 4'-11/2" 1T-71/2" 30'-41/4" Notes 01 CIP Concrete Footing,Refer to Structural 9 -10" 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 a2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS B.O.WELL 01 09 Below Grade Waterproofing Membrane 2'-8"AFF 10 Slab-on-grade,Refer to Structural -- --- -- -- O 11 Slab-on-grade Perimeter Waterstop -18 12 Compressible Joint Filler SILL ELEV 13 Sealant 3'-0" 14 3/4"Plywood Subfloor 01 15 Floor Finish,Refer to Finish Schedule 01 16 Wood Blocking SILL EL _g, 11" FFE(+14'-9"ASL) 17 Interior Finish,Refer to Finish Schedule _ 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) SILL ELEV -3'-0" 21 2x4 PT Sill Plate 57 '- 22 2x6 PT Wood Sill Plate WELL 0 23 Wood Beam/Joist Structure,Refer to Structural 2'-8"AFF 57 CA W 19 57 57 24 1/2"Plywood Sheathing 25 2x4 Wood Framing - U 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 5 31 Horizontal Wood Battens — — — 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 01 37 1/2"x 1/2"Reveal Reglet 30 01 38 Wood Furring Strips 57 C 39 2x12 Wood Framing 03 of 40 3/4"Plywood Sheathing a2oo a2oo 41 Concrete Column Footing,Refer to Structural 01 I 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane — 01 0 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 ---------------------------- ------ M O 45 Stone Paving,Refer to Landscape 57 I 46 Roller Shade 3-3 47 Gasket OR Sealant I I 02 P. 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 001 Basement 1002 Nllech Room - I 2 in Between Foundation Wall and Untreated Wood 01 I 57 52 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 3 51 PT Plywood Parapet Cap I I 0 UP 52 Roofing Membrane Cap 02 A 0'-7" I 53 Continuous Formed Metal Cleat 30 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 57 56 Steel Beam Structure,Refer to Structural 9'-11" FFE{+14'-9"ASL) 57 Steel Column Structure,Refer to Struct N 01 66 Elevated Wood Decking ;o 67 Wood Trim 01 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule -- - O 76 Base 2,Refer to Finish Schedule —� 77 Wood Wall,Refer to Finish Schedule 01 01> 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above N 82 1/2"Ply wood 01 - 01 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 1 88 Mirror LLL — — 89 Glass Partition 01 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: oa �5 y, DeAq c� Q'F'�,.m-� rl 9r �3Q 585 NEf GDP 1220 Ninth Street Basement Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 A100 212.634.9384 i 1 Level'I-Floor Plan Revisions 3/16" =1'-0" No. Issue Date 01 For Pricing 12/02/2022 H O O O O C B J 02 Building Permit Submission 03/17/2023 10'-4" 19'-41/2" 6-01/4" i 4'-11/2" 1T-71/2" 30'-41/4" Notes 01 CIP Concrete Footing,Refer to Structural 94'-10" 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 01 02 30 05 Geotextile Fabric a2oo I ! I I 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 1 09 08 Below Grade Insulation,XPS 50 04 03 03 40 03 03 50 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop --- N - --O 1 12 Compressible Joint Filler 123 Primary�hower rimaryT let" 70 *[�u�estBed� 2 13 Sealant 18 Guest Bed 3 Q 14 3/4"Plywood Subfloor II 124-1 15 Floor Finish,Refer to Finish Schedule Q ! 16 Wood Blocking 72 20 15 ! 17 Interior Finish,Refer to Finish Schedule � 70 �O 122 Primary Bath S 20 40 19 SS1v.Steel Flashing&rring Strip Drip Edge 22 Q 125 Prima et 20 Exterior Wall Base Trim(Azek or Sim.) 22 � �' 21 2x4 PT Sill Plate 20 15 20 Q 22 2x6 PT Wood Sill Plate ' 1 124-2 -_-- 118-1 116-1 N 23 Wood Beam/Joist Structure,Refer to Structural 20 20 24 1/2"Plywood Sheathing 01 II - _ 25 2x4 Wood Framing 40 20 ° 20 _ r II 22 I 17 Bah 2 6 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams L"JI 19 Bath 3 115-2 115-1 72 Taped -07B 15 121 Primary Bed I, , , 115 Corrido _ 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 26-70 120-1 1 72 21 20 21 30 Vertical Wood Battens 31 HorizontalWood Battens 1 50 32 Fiber Cement Shingles Attached to Vertical - 7A Battens 79 I 1 100 Entry ' ' ( 33 Cavity Insulation,Mineral Wool Batt,R-19 I I 101 Living Room i ( ( 34 Wood Column Structure,Refer to Structural I 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule I 37 1/2"x 1/2"Reveal Reglet 301 Q i I 100-1 -0'-2"(+14'-7"ASL) M 38 Wood Furring Strips I 1 1 io 39 2x12 Wood Framing jI ( 00 I I 0'-"FE(+14'-9"ASQ1 1 01 T 40 3/4"Plywood Sheathing I A200 41 Q Q 1- Concrete Column Footing,Refer to Structural -08 , 1 5 81/4 Q O I I 42 Roof Insulation Above Sheathing,EPS Foam 03 I W-17 01 05 Board,Sloped to Drains 40 i I I 03 40 03 52 I 40 05 05 cw 43 Roofing Membrane 1 I 16-0 _ 0 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 - 45 Stone Paving,Refer to Landscape lie NJ ® - - - 4 LM 15 70 O 46 Roller Shade Q n 70 111-1 W; 0'-7" 20 47 Gasket OR Sealant -Id113 Bikes -1'-3"(13'-6"Sea Level) -0 -T 0 -1" 25 - - 0'-0"FFE 1 7 3 �� n 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier _ 1Q7 Mudroom -0'- _ �� Between Foundation Wall and Untreated Wood IE102 Dining Room 72 I ^ .,, 49 Sound Attenuation Insulation -- '- — — — — — - - �'1 Cc 50 Overlap At Membrane Transition 3 51 PT Plywood Parapet Cap sim 3 f 5 52 Roofing Membrane Cap 02 2 ( ( 11 10 12B Trash 53 Continuous Formed Metal Cleat 30 40 107-2 JI 54 Formed Metal Coping I — 166 Corridor 70 70 — — ❑ - 55 1/2"Cementitious Backer Board 103 Den I 20 22 > 1 , 72 3 56 Steel Beam Structure,Refer to Structural 20 72 ( iv 57 Steel Column Structure,Refer to Struct W-10 -- - 105 Pantry 20 10 66 Elevated Wood Decking L!P24 110,B 1 ;n 67 Wood Trim 0I 22 108-1 0 2 12A Pool Equip 05 70 Painted Wall;Refer to Finish Schedule tj Stor-- 71 Tile Walt;Refer to Finish Schedule 20 - 24 ! Li I Ref Pwdr Rm 1019 Guest Bed 1 110-1 72 Tile Floor-Refer to Finish Schedule O - 10 -1 70 20 112 1 73 Concrete Floor,Refer to Finish Schedule i 70 15 111 Garage 70 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 106-1 - - - Q 2 76 Base 2,Refer to Finish Schedule W-11 — — — a — W-16 77 Wood Wall,Refer to Finish Schedule 03 01 03 04 05 05 78 Wallpaper,Refer to Finish Schedule 0'-0" „-0'-1 40 79 Stone Fireplace Surround and Hearth -1'-3" '-6"Sea Level) 80 Thinset Mortar on Waterproofing Membrane -0'-6" - 81 Mahogany Pergola,Open to Above 82 1/2"Plywood '01'T, �2 83 Thinset Mortar on Waterproofing Membrane - --.- ---- _ / 84 Stone with Undermount Sink 02 104 Kitchgn____, 02 1'-3„ �! 85 Stone Countertop 40 Q p Q r 7 6 Wood Handrailair,Tread and Riser 40 8 ---- --- ---- ' 88 Mirror � W-13 W-14 --- -- 1 89 Glass Partition 90 Masonry Gas Fireplace 13-6"(Sea Level) 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 01 93 Towel Rack 50 94 Painted Wood Trim,See Detail A610 ff n -- — — — — — — — — — — — — — — — — — — — — — — — — — 96 Skylight Seal&Signature: I F-D A �5 S. DeP4Si a2oo �P 4. Fps N��t GDP 1220 Ninth Street Level 01 Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,2:0 11201 A101 212.634.934 i 1 Roof Plan Revisions 3/16"==1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 H Notes G F E D C g A 01 CIP Concrete Footing,Refer to Structural T-0" 10'-4" 19'-41/2" 6'-01/4" 4'-11/ " - 1 30'-41/4" 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 A200 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System II i i 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 0 15 Floor Finish,Refer to Finish Schedule Roof 916 Wood Blocking Assembly Roof 17 Interior Finish,Refer to Finish Schedule N -- 02 r Parapeat 18 Galy.Steel Furring Strip 30 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 1/2"/1'-0" 1/2"/1'-0" 1/2"/1'-0" 3/8"/1'-0" 21 2x4 PT Sill Plate F- 22 2x6 PT Wood Sill Plate N 23 Wood Beam/Joist Structure,Refer to Structural Roof Drain Roof Drain 24 1/2"Plywood Sheathing 96 96 25 2x4 Wood Framing o ❑ 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams o N Taped 28 Sliding Glass Door System,Refer to Schedule N r T 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 0 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 0 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule co 37 1/2"x 1/2"Reveal Re let 01 Reg let ch 38 Wood Furring Strips M io 39 2x12 Wood Framing 3/4" of 0 Con P lywood Sheathing 1/2" 1'-0" 1/2" 1'-0" A200 41 ee Column Footing,Refer to Structural A200 / / 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains Roof Drain 43 Roofing Membrane Roof 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 Parapet O 45 Stone Paving,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 81 96 lk- 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood Roof ❑ Assembly 49 Sound Attenuation Insulation (V N 50 Overlap At Membrane Transition 1/2 !1 -0 \ 1/2 /1-0 O 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 02 53 Continuous Formed Metal Cleat 0 54 Formed Metal Coping 3/8"/V-0" 3/8"/V-0" 3/8"/V-0" 3/8"/V-0" 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 1/4"r r-a" 1/2"/V-0" 1l2"I V-0" Roof Drain oof N 96 Ass Roof Drain 57 Steel Column Structure,Refer to Struct embly rn 66 Elevated Wood Decking ;n 67 Wood Trim Roof Drain q Q 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule N N 72 Tile Floor-Refer to Finish Schedule ao 'n 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule -- -- 2O 76 Base 2,Refer to Finish Schedule 0 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 60 Roof 79 Stone Fireplace Surround and Hearth Parapet 80 Thinset Mortar on Waterproofing Membrane 1/2"/1'-0" \ 1/2"/1'-0" 81 Mahogany Pergola,Open to Above cv 82 1/2"Plywood CY' 83 Thinset Mortar on Waterproofing Membrane o Roof Drain p 9 o 84 Stone with Undermount Sink 85 Stone Countertop M 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal &Signature: ED h FOF Nf `PI GDP 1220 Ninth Street Roof Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 A102 212.634.9384 i 01 Basement-RCP Revisions 3/16"=T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 01 30 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring 30 FZ FZ FZ g Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) O I I 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate O I I O O 23 Wood Beam/Joist Structure,Refer to Structural ' I I 24 1/2"Plywood Sheathing 25 2x4 Wood Framing FZ FZ FZI- — — 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens O 31 Horizontal Wood Battens - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 01 I 37 1/2"x 1/2"Reveal Reglet 30 I I 38 Wood Furring Strips O 7 39 2x12 Wood Framing lywood Sheathing A2oo 41 Concrete Column Footing,Refer to Structural o01 Basement I 42 Roof Insulation Above Sheathing,EPS Foam • FZ I FZI Board,Sloped to Drains 43 Roofing Membrane I I 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape O I 46 Roller Shade 002 Mech Room 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier — — — I N Between Foundation Wall and Untreated Wood LL 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition FZ ' FZ ' 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 0o I I 53 Continuous Formed Metal Cleat O ICU 0 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural LU O 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim — 70 Painted Wall;Refer to Finish Schedule FZ FZ FZ FZ FZ 71 Tile Wall;Refer to Finish Schedule I I 72 Tile Floor-Refer to Finish Schedule UJ 73 Concrete Floor,Refer to Finish Schedule EQ EQ EQ 3-41/ " 74 Painted Ceiling,Refer to Finish Shedule I I 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule _ - — - — - — - — — 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth $0 Thinset Mortar on Waterproofing Membrane FZ FZ 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane I I 84 Stone with Undermount Sink 85 Stone Countertop 4'-0" 9'-81/2" 4'-0" 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition FS 90 Masonry Gas Fireplace 0 Wall Sconce 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets O FC Surface Mount Ceiling Fixture 93 Towel Rack p FD Recessed Downlight-Wet Area 94 Painted Wood Trim,See Detail A610 96 Skylight 0 FA-1 Recessed Downlight-Adjustable Accent Seal&Signature: 0FA-2 Wall Washers O FA Recessed Downlight tED q,rjC h ®FE Recessed Area Light C� 3' DGP'Aq A, 17 n FZ Surface Mount Ceiling Fixture a FH Linear LED ip �9T 0345,65 4-q` �OFN- GDP 1220 Ninth Street Level 01 Basement RCP As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A120 1 Level 1 -RCP Revisions 3/16":=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 p2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane FS FS 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler FA o- - — - —o FD _ .�Fp FA ' ' 13 Sealant FS I 36 i 36 I FS 14 3/4"Plywood Subfloor _ _ _ _ _ _ _ _,� I r _ _ _ _ _ - _ _0 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking FA o FA o FA o I I I 17 Interior Finish,Refer to Finish Schedule FCm I _ _ I IFC _! 02 122 Primary Bath FC - — - — w 1 - —� - � — -I — � — - — � � 18 Galy.Steel Furring Strip 30 FA o 125 Primal y CIM et 118 Guest Bed 3 116 uest Bed 2 19 SS Flashing&Drip Edge FS FS FS - - - - - , n I- - - - - - - - - -� FC� FS 8 - i I 8'-6" FS 20 Exterior Wall Base Trim(Azek or Sim.) ® 21 2x4 PT Sill Plate FS , S 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural FS FS 24 1/2"Plywood Sheathing 121 Prima Bed FA 0 FA FA 25 2x4 Wood Framing L 81'-6" ♦ # 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams _ _ _ _ _ _ � 119 Bath3 117 Bath2 Taped 36 FS FS 115 Corridor 28 Sliding Glass Door System,Refer to Schedule FD _ — _ — _ _ _ — _ _ — o FD_ _ 29 Window System,Refer to Schedule FS FS I 8'-6" I 30 Vertical Wood Battens 8'-6" i_ ' 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical j IFS Battens FA- FA- FA- FA- 33 Cavity Insulation,Mineral Wool Batt,R-19 FS _ ?. _ �? _ _ ?o �? 34 Wood Column Structure,Refer to Structural F' C I n ! 35 Connection PI t / �O; 2'-8 I IPlate w Concealed Fasteners I FC 1 ! � I 36 Ceiling Finish,R t i g sh,Refer o Finish Schedule 01 37 1/2"x 1/2"Reveal Reglet 100 Entry 30 101 Living Room 38 Wood Furring Strips 8'-6" j 39 2x12 Wood Framing 03 � � I o� 40 3/4 Plywood Sheathing I FC I Yw 9 FS A2ao a2oo O 41 Concrete Column Footing,Refer to Structural I I I uc (FCO 42 Roof Insulation Above Sheathing,EPS Foam Open to Above Board,Sloped to Drains 36 43 Roofing Membrane I , � FS I FS 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 - - - - - - - - - - - - - - - - - - - - - - - 45 Stone Paving,Refer to Landscape n i 1-8 �._g____ ! I 46 Roller Shade FS 102 Dining Room FE FS FS I ! �" FCO , 47 Gasket OR Sealant I : L — — — — — — — — — — — — I I " 4 o I I 113 ;i es 48 Provide 1/2 Space or 30-lb Felt Moisture Barrier - - - - - - - - -� — _FE e- _ _ FE-0 _ — _ FE o- _ — FED — w I a , _ _ _ _ _ _ Between Foundation Wall and Untreated Wood Q 111 Gar ge — FC FE o 8'-6" w 49 Sound Attenuation Insulation I 107 MudroomLP 50 OverlapAt Membrane Transition I � - - - - - - - - � I I ' FZ ! j , I 51 PT Plywood Parapet Cap FE� FS FS L - - - - - - - - - - - - - - - - - - - - - - - I FA-?0 FA-?? _ FA-2� FAQ? _ — 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat T 30 0 36 F 54 Formed Metal Coping 8'-6"� I I I 55 1/2"Cementitious Backer Board 103 Den FS D FS _ FA-1 FA-1' _ _ _ _ _ RFD o — — FS r1 - - - F 56 Steel Beam Structure,Refer to Structural _ 106 Corridor H H I I 105 s�antry 36 ; � FS Pool Equip 57 Steel Column Structure,Refer to Struct FA FA I I I 110 Bath 1 112A et. FS 66 Elevated Wood Decking k�- _ -�_ - 1 IFC , 67 Wood Trim 8,-6„' FS S FA-1� — _ I ? . FS 70 Painted Wall;Refer to Finish Schedule L -- - - - - - - FZ FZ FZ - - - ! - - - - 71 Tile Wall;Refer to Finish Schedule FS 1093 Guest Bed 1 FS ! 72 Tile Floor-Refer to Finish Schedule FS H H S FZ 73 Concrete Floor,Refer to Finish Schedule - -- FA-1� I FA-1® _ - -FA-10 FA_1a FA-10 FA_-1� _ — 08 Pwdr Rm EO EO I I 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 771 76 Base 2,Refer to Finish Schedule 104 Kitchen 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule FS I I I , n 79 Stone Fireplace Surround and Hearth FG i FC p I 80 Thmset Mortar on WaterproofingM n embra e I i i II 81 Mahogany Pergola,Open to Above I 9 Y 9 P 0 n 36 i 82 1/2 PI ood I Yw I I o Thinset Mortar on Waterproofing Membrane r _FA-10 FA_1a FA-_0 FA-1e — 84 Stone with Undermount Sink FS C'O Opentco Above 85 Stone Countertop li j j - - - - - - - - - - - - - - - , I 86 Wood Stair,Tread and Riser O en to Above ! I I 87 Handrail P I FS FS I : ! 88 Mirror 89 Glass Partition FS j FS FS 90 Masonry Gas Fireplace F I S _ I I - i Wall Sconce 91 Custom Vanity FC FC I I k0 ! I O OI � I 2 t Millwork See Millwork Sheets _ 9 Custom S S e I I I , I i i I i i I I FC I i i I I Surface Mount CeilingFixture I S c 93 Towel Rack I I III I i I I I I i I I I 4 Pint Wood Trim See Detail A610 9 Painted FD Recessed Downlight-Wet Area O g 96 Skylight O FA-1 Recessed Downlight-Adjustable Accent Seal&Signature: 0FA-2 Wall Washers �- ED ARC O FA Recessed Downlight DeP4,s" A20o ®FE Recessed Area Light any FZ Surface Mount Ceiling Fixture FH Linear LED S�9T 0345g5 p�~� FOF NE`� GDP 1220 Ninth Street Level 01 RCP As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 tF Brooklyn,NY 11201 212.634.9. Al 21 L i 1 Basement-Power Plan Revisions 3/16"=T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric nr 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop I 12 Compressible Joint Filler 13 Sealant C 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing ;U 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule _ 29 Window System,Refer to Schedule _ ff 30 Vertical Wood Battens I 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 �--- - — - 45 Stone Paving,Refer to Landscape 001 Basement _-_..� 46 Roller Shade 47 Gasket OR Sealant 0 22 NAech Room 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation f 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping $ -- 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking I 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule -- - --- — j 75 Base 1,Refer to Finish Schedule t 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink I 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: 'C �A ED ARC,, Depgs¢'fp�. a t �m a° - �9T 0345 pQ' Fpr NE`1I GDP 1220 Ninth Street Basement Power Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 A130 212.634.9384 1 Level'I-Power Plan Revisions 3/16"=T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural Slab-on-grade Perimeter Waterstop nr_ DN 12 Compressible Joint Filler 1 33 Primary Shower j 124 Primary Toilet -J 1 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 122 Primary Bath n 17 Interior Finish,Refer to Finish Schedule 118 Guest Bed 3 116 Guest Bed 2 18 Galy.Steel Furring Strip r-- 19 SS Flashing&Drip Edge GFCI GFCI 125 Primary Closet 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural GFCI j 24 1/2"Plywood Sheathing GFCI 25 2x4 Wood Framing 121 Primary Bed ! 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams 119 Bath 3 l-i -- - Taped i 117 Bath 2 28 Sliding Glass Door System,Refer to Schedule i- 1 55 Corridor I 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical ! Battens ® 33 Cavity Insulation,Mineral Wool Batt,R-19 I 34 Wood Column Structure,Refer to Structural j 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 101 Living Room [1-0-01 Entry I 38 Wood Furring Strips I 39 2x12 Wood Framing ! 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam II Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 - 45 Stone Paving Refer to Landscape GFCI GFCI � I _ + - --— 46 Roller Shade _ 1 I 47 Gasket OR Sealant 113 Bikes 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier .� Between Foundation Wall and Untreated Wood 102 Dining Room 107 Mudroom 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap ® washer dryer(WGFC19,gFCI 53 Continuous Formed Metal Cleat - I r j 54 Formed Metal Coping a tious Backer Board 9 I 111 Garage u _ 55 1/2"Cem nti ( 106 Corridor 56 Steel Beam Structure,Refer to Structural ii I � 57 Steel Column Structure,Refer to Struct 105 Pantry 1_i 103 Den ---� ] LL 66 Elevated Wood Decking GFCI - 110 Bath 1 67 Wood Trim Pool Equip&, 12AStor 70 Painted Wall;Refer to Finish Schedule I GFCI - GFCI; 71 Tile Wall;Refer to Finish Schedule !I 108 Pwdr Rm 10)9 Guest Bed 1 ( 72 Tile Floor-Refer to Finish Schedule --- - 73 Concrete Floor,Refer to Finish Schedule -_ 74 Painted Ceiling,Refer to Finish Shedule - - - - s® I I I .-- a e 1,Refer to Finish Schedule - -- {---.-----. i ---- -- -- --T--� -- - -- 76 Base 2,Refer to Finish Schedule j 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 104 Kitchen 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 0 83 Thinset Mortar on Waterproofing Membrane __.�- ---- ' --- ---- -- - ---------------------- — � 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser GFCIR GFCI 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace -- 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets L 93 Towel Rack 94 Painted Wood Trim,See Detail A610 j i I 96 Skylight Seal&Signature: ED Aqc Deaq a � a - y�, OF GDP NEB GDP 1220 Ninth Street Level 01 Power Plan 3/16"=T-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 A131 212.634.9384 i 04 South Elevation Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 32 Top of Parapet 2 02 CIP Concrete Foundation Wall,Refer to Structural 32 �/- 12'-0" 03 Concrete Grout,Slope to Drain 81 Top of Parapet 1 04 Drainage Medium 11'-0" 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane W-07A 32 _13 T O10 Slab-on-grade,Refer to Structural '106-1 W-16 E- 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler I It— 13 Sealant 20 � 20 F.F.Level 01 14 oor 15 Floor PF�sha ood l Refer to Finish Schedule 0'-0" 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 03 West Elevation 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 3/16"=1'-O" O 4 1 22 2x6 PT Wood Sill Plate 5 3� 2� 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped Top of Parapet 2 7 28 Sliding Glass Door System,Refer to Schedule 32 81 Jf 12'-0 29 Window System,Refer to Schedule Top of Parapet 1 n 30 Vertical Wood Battens 11'-0" 31 Horizontal Wood Battens _ 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 \` W-10 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners W-06 32 W-07B 28 W-08 28 E- 28 W-12 29 36 Ceiling Finish,Refer to Finish Schedule �� 29 29 37 1/2"x 1/2"Reveal Reg let 38 Wood Furring Strips 20 F.F.Level 01 39 2x12 Wood Framing -- 01-01, 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 02 North Elevation 45 Stone Paving,Refer to Landscape 46 Roller Shade - 3/16"=1'-0" n �B 47 Gasket OR Sealant iI 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap Top of Parapet 2 52 Roofing Membrane Cap 81 32 12'-0" 53 Continuous Formed Metal Cleat Top of Parapet 1 54 Formed Metal Coping 11'-0" 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking ----- - ---- 67 Wood Trim W-03 W-04 W-05 70 Painted Wall;Refer to Finish Schedule 32 -011 E- 32 W-02 71 Tile Wall;Refer to Finish Schedule 111-1 29 29 72 Tile Floor-Refer to Finish Schedule f 28 28 73 Concrete Floor,Refer to Finish Schedule 20 20 F.F.Level 01 � 74 Painted Ceiling,Refer to Finish Shedule - 0'-0" 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 01 East Elevation 3/16"=1'-0" 1 O O O 5 82 Mahogany2 Pergola,Open to Above Plywood 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 82 Top of Parapet 2 89 Glass Partition 12'-0" 90 Top of Parapet 1 911 Custom nry Gas fireplace om Vanity 81 11 -0 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: W-15 29 28 100-1 112-1 20 ITT= F.F.Level 01 \Z ��PR Dep sCh'�j, Crawl Space F.F. -4'-6" FOF N9 GDP 1220 Ninth Street Exterior Elevations 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A200 i Revisions No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric io 06 Drainage Mat With Filter Fabric C3 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below b on-g ade,Refer to Structural Membrane tu a 110 S a 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking _ F.F.Basement — F.F.Level 01 17 Interior Finish,Refer to Finish Schedule W-16 Cm_-1 -0" 18 Galv.Steel Furring Strip -9 -11" 0' 19 SS Flashing&Drip Edge 19 W-17 W_ W-�$ 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing _ 27 Air Control Membrane-Wall Zip System w/Seams _. Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape F.F.Level 01 46 Roller Shade W-11 W-10 0'-W 47 Gasket OR Sealant W- 4 W-13 W-12 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule ` 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule ` 75 Basel,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane F.F.Level 01 �/ 81 Mahogany Pergola,Open to Above W-07A 01-01, 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: �a:D aR De�gs'�i�, 03 F.F.Level 01 01-01, OF N�� GDP 1220 Ninth Street Window Schedule 1/2"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A210 i 02 Building Section at Den,IDining Room,Mudroom Revisions 3/16"=T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural O G 01 D C B O 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 30 I I 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS Top of Parapet 2 09 Below Grade Waterproofing Membrane 12'-0" 10 Slab-on-grade,Refer to Structural Top of Parapet 1 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 'Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule - 16 Wood Blocking \/ 103 Den 1 02 Dining Room \ \ \ 107 Mudroom _ 111 Garage 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate F.F.Level 01 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural ' 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 0 11 Basement 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule F.F.Basement 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reg let 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 01 Building Section at Kitchen,Living,Dining 45 Stone Paving,Refer to Landscape 3/115"=T-0" 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 02 54 Formed Metal Coping 30 01 � 3 02 Q O ard 301 � 3 30 O O 56 Steel Beamtitious StructB a Refecker r Structural a 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 02 67 Wood Trim 40 70 Painted Wall;Refer to Finish Schedule _ Top of Parapet 2 71 Tile Wall;Refer to Finish Schedule 12'-0" 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule Top of Parapet 1 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule `� 79 Stone Fireplace Surround and Hearth 125 Pr ary lose �� \� 1 Livia om 102 Dining[Room 1 3 Den 104 Kitch 80 Thinset Mortar on Waterproofing Membrane 0) p 9 81 Mahogany Pergola,Open to Above 82 1/2"Plywood U.0 83 Thinset Mortar on Waterproofing Membrane F.F.Level 01 84 Stone with Undermount Sink 0'-0" 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 7 001 Basement 89 Glass Partition °' 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets F.F.Basement 93 Towel Rack 94 Painted Wood Trim See Detail A610 f -9'-11" 96 Skylight r Seal&Signature: ED Aqc DepgSQ�/1�L7 cAj�r o3��66 �04� �OF a GDP 1220 Ninth Street Building Sections 3/16"=T-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A300 02 Building Section at Guest Bedrooms 3/16"=1'-0" Revisions No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 01 Notes 30 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 01 06 Drainage Mat With Filter Fabric 40 07 Foundation Drainage System Top of Parapet 2_ 08 Below Grade Insulation,XPS 12'-0" 09 Below Grade Waterproofing Membrane Top of Parapet 1 10 Slab-on-grade,Refer to Structural 11'-0" 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor • I I 15 Floor Finish,Refer to Finish Schedule 122 Primary Bath 125 Primary oset 118 G st Bed 16 Gu t Bed 2 I I 16 Wood Blocking I 17 Interior Finish,Refer to Finish Schedule _ I I 18 Galy.Steel Furring Strip LL 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) F.F.Level 01 '/ 21 2x4 PT Sill Plate 0 -0" 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing I 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule F.F.Basement 29 Window System,Refer to Schedule -9'-11" 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 01 Building Section at Livincg/Entrance 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 3/16"=1'-0" 45 Stone Paving,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping �IJ �TCJ B n 55 1/2"Cementitious Backer Board i 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure Refer t•Struct 03 66 Elevated Wood Decking 40 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule Top of Parapet 2 72 Tile Floor-Refer to Finish Schedule I I 12'-0" 73 Concrete Floor,Refer to Finish Schedule '— Top of Parapet 1 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule j I 78 Wallpaper,Refer to Finish Schedule 101 Living Room 100) Entry 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane -0'-1" 0'- �" 0'-0" _ _ �� i�—II�' Existin Grade p 9 4 0' 1 ,�� 2(Existing ) (Existing Grade) — 2 84 Stone with Undermount Sink -1 -3 -0 -10 F.F.Level 01 � 0'-0" 85 Stone Countertop 86 Wood Stair,Tread and Riser I I 87 Handrail 88 Mirror 001 LI 3 asement 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack F.F.Basement 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: kED Ayc .1. DePgs a S� t GDP 1220 Ninth Street Building Sections 02 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY Brooklyn,NY 11201 03.20.2023 212.634.9384 A301 i 05 Wall Section at Garage Door 04 Wall Section at Garage Exterior Wall 03 Wall Section at Living Room 02 Wall Section at Full Height Glass 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=T-0" 01 Typical Wall Section Revisions 1/2"=T-o" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS n 2 HO G F G 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 3 15 Floor Finish,Refer to Finish Schedule _42 2 Top of Parapet 2 Top of Parapet 2 �/ 16 Wood Blocking 12'-0" 12'-0" 17 Interior Finish'Refer to Finish Schedule 1 42 _ 3 �=- � _ _ _ _ _ _— — 0 8 Galy.Steel Furring Strip 42 � Top of Parapet 1 Top of Parapet 1 Top of Parapet 1 ( _ 11'-0"T.O.Structure\7 (- — — -1 Top of Parapet 1 19 SS Flashing&Drip Edge 11'-0" 11'-0" I ( I i� 11'-0" ' = 3 — 11'-0" 20 Exterior Wall Base Trim(Azek or Sim.) o I o 42 0 21 2x4 PT Sill Plate 1 r I T.O.Structure 10'-0" 22 2x6 PT Wood Sill Plate 0 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing ° 421 ° 1 ( 25 2x4 Wood Framin L — J L _ J 26 2x6 Wood Framing — -J 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens � N = 33 Cavity Insulation,Mineral Wool Batt,R-19 o = 34 Wood Column Structure,Refer to Structural = 101 Liliving Room b) o 35 Connection Plate w/Concealed Fasteners m 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 5 41 Concrete Column Footing,Refer to Structural 42 42 Roof Insulation Above Sheathing,EPS Foam 4 _ _ _ Board,Sloped to Drains F.F.Level 01 42 1 _ F.F.Level 01— 43 Roofing Membrane - _� 42 10 F.F.Level 01 2 F.F.Level 01� (— I I pl-0" 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 Slope slope 01-01, slope 0'-0' I F.F.Level 01 42 0'-0" 42 I , 45 Stone Paving,Refer to Landscape Ira°per Fact 1/6"per Foot ��$'�`F — 0'_0„ -0'-11/2'T.O.Structure 9� p ' Garage F.F.-0 -7" I I Garage F.F.-0'-T' —,-- I I -0'-11/2"T.O.Structure 46 Roller Shade -1'-3"T.O.Conc.Led e I " 47 Gasket OR Sealant �----- i g — _ -1 -3 T.O.Conc.Ledge 48 Provide 1/2 Space or 30-lb Felt Moisture Barrier — Between Foundation Wall and Untreated Wood 1 — — — — 49 Sound Attenuation Insulation 42 L — — J — J 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap I 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat OE �0 — — — — 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct [07011 Basement 66 Elevated Wood Decking 67 Wood Trim 001 Basement 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 42 F.F.Basement 42 �42 � F.F.Basement 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 82 1/2"Plywood I I I 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: DoP,�� 'Sid QL ^ �m N ~ 1,9T 034 85 �Q FOF GDP 1220 Ninth Street Wall Sections 1/2"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A400 I i 13 Plan-Sliding Door W-08 12 Section-Typical Sliding Door Head 7 Section-Typical Window Head 3 Section-Typical Exterior Wall at Roof Revisions 3„-1,-0„ 3„=1'-0" 3"=1'-0" 3"=1'-0" 81, Ext. H 33 Int. Ext. 33 j Int. — — No. Issue Date l 24 l 17 24 f{1 17 Slope 5 X0 51 51 52 01 For Pricing 12/02/2022 27 I' Top of Parapet 1 `Z 02 Building Permit Submission 03/17/2023 27 32 s Note i it 01 CIP Concrete Footing,Refer to Structura77 l j Slope 1/4" \ i per Foot 43 24 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete te Grout,Sl ope e to Drain -- Drain i 04 Medium age 05 Geote t'le Fabric "' 06 Drainage Mat With Filter Fabric J jI j 07 Foundation Drainage System C I ! II 08 Below Grade Insulation,XPS 53 09 Below Grade Waterproofing Membrane 10 42 40 c+� Slab-on-grade,Refer to Structural 26 11 Slab-on-grade Perimeter Waterstop ` 29 - -- - — 12 Compressible Joint Filler \ / \ `:•_1 - _ ___ _ -- - — - � 13 Sealant 14 3/4"Plywood Subfloor I 15 Floor Finish,Refer to Finish Schedule _____ ► 11 Section-Typical Sliding Door Sill 6 Section-Typical Window Sill-Raised f \ 3"=1,_0�� 3"=1'-0" 16 Wood Blocking - -_ I i 17 Interior Finish,Refer to Finish Schedule r� - 1 I 18 GaIv.Steel Furring Strip Int. Ext. Int. I I I 44 19 SS Flashing&Drip Edge Ext. 23 I i 28 fl I 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 15 14 II 22 2x6 PT Wood Sill Plate 33 23 Wood Beam/Joist Structure,Refer to Structural L F.F.Level 01 , ► I - -- 24 1/2' Plywood Sheathing r 0' 0' _ 67 / I 4 Wood Framing 27 25 2x / 24 I! 26 2x6 Wood Framing �J IJ j 1 �,- - 22 ,I I 27 Air Control Membrane-Wall Zip System w/Seams I I I I I �. � 677 a 38 47 27 30 Taped 66 19 S2 28 Sliding Glass Door System,Refer to Schedule I ; 20 I I III I 36 29 Window System,Refer to Schedule 30 Vertical Wood Battens 17 I 31 Horizontal Wood Battens I I 33 32 Fiber Cement Shingles Attached to Vertical 50 I 48 1 I i I 33 17 Battens I I I 33 Cavity Insulation,Mineral Wool Batt,R-19 I I I I I 34 Wood Column Structure,Refer to Structural I I I I 10 Section-Typical Window Sill-Floor 5 Section-Typical Window Sill-Casement 2 Section-Typical Exterior Wall at Grade 35 Connection Plate w/Concealed Fasteners 3"=1'-0" 3"=1'-0" 3"=1'-0" 36 Ceiling Finish,Refer to Finish Schedule I I I Ext. Int.I I 1/2" 51/2" 3/4" 37 1/2"x 1/2"Reveal Reglet I 15 Ext. 29 Int. 38 Wood Furring Strips L I I I 29 15 14 39 2x12 Wood Framing I i I I 13 1 F.F.Le 101 / �; 33 17 40 3/4"Plywood Sheathing I 01-01, - - 24 r _ IFooting,Refer to Structural 41 Concrete Column -- _- - 27 ! Roof Insulation Above Sheathing,EPS Foam 67 67 _- {' Board,Sloped to Drains - 22 - I I p 47 30 ii 43 Roofing Membrane I I 32 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 24 ii 6i7 � -� 22 45 Stone Paving,Refer to Landscape I 27 i 14 15 46 Roller Shade 'I F.F.Level 01 I � � I •.,,; I 0 0" 4 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier I I I 67 l _ - - --- ° ` �' Between Foundation Wall and Untreated Wood li I II 22 I 49 Sound Attenuation Insulation 33 19 i i- - - T.O.Conc. 47 , I 510 PT Plywo At od Paraprane et et Ca Transition i ' I 52 Roofing Membrane Cap I I I I ( I I I I I 53 Continuous Formed Metal Cleat � I 48 I i 23 49 I I I I I I I 54 Formed Metal Coping I 9 Plan-Window Outside Corner 4 Plan-Typical Exterior Wall I I ! ! 55 1/2"Cementitious Backer Board I 3"=1'-0" 6" R.O. 3"=1'-0" 20 I I 56 Steel Beam Structure,Refer to Structural If57 Steel Column Structure Refer to Struct 66 Elevated Wood Decking 70 Wood Trim 70 Painted Wall;Refer to Finish Schedule - - 71 Tile Wall;Refer to Finish Schedule 04 06 ` - 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule / 75 Base 1,Refer to Finish Schedule I ' 47 76 Base 2 Refer to Finish Schedule I i I 33 / \\ \� 77 Wood Wall,Refer to Finish Schedule �A/ I I 78 Wallpaper,Refer to Finish Schedule ` 79 Stone Fireplace Surround and Hearth - , 1 Section-Typical Footing 80 Thinset Mortar on Waterproofing Membrane l ; , 3"=1'-0" 81 Mahogany Pergola,Open to Above 06 82 1/2"Plywood I I I 33 /\ 83 Thinset Mortar on Waterproofing Membrane /\\ \\ \\ \\ 04 2 08 i 84 Stone with Undermount Sink � \ \ \ \ � <� � 09 I 13 10 85 Stone Countertop - - - - - - - - - J �' � _ I I , /\ \ \ \ F.F.Basement 86 Wood Stair,Tread and Riser Ext. I I Int. Ext I Int. %\\\\� -9 -11 87 Handrail 12 88 Mirror 10 89 Glass Partition 90 Masonry Gas Fireplace _ O�O� 03 - 91 Custom Vanity i 8 Section Typical Window Jamb {i / /� o 0 0 , 3"=1'_0„ I I \\\/i 92 Custom Millwork,See Millwork Sheets -' �' 93 Towel Rack \ ='i Ext. 11/2" Int. / O O O O 0 94 Painted Wood Trim See Detail A610 � 09 05 09 96 Skylight Seal&Signature: A 01 .y � \ �04 67 26 L --- ------------ --- - ;I Depps '�'/�, I 27 1" / " 51/2" 114," / // // // // // // // // // // // // // // // // // // //\//\/�\//\//\// 33 '� 17 7 3/4 GDP 1220 Ninth Street Exterior Details 3"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A420 i 3 Pergola Roof/Beam Details 2 Section-Pergola/Exterior Wall/Sliding Door(W-08) Revisions 8" No. Issue Date 54 52 51 Top of Parapet 2 01 For Pricing 12/02/2022 I 12'-0" 02 Building Permit Submission 03/17/2023 I 53 - _ -_ - - _ 53 Slope Notes 1/4"per 01 CIP Concrete Footing,Refer to Structural Foot 02 CIP Concrete Foundation Wall,Refer to Structural 43 24 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric ij 24 07 Foundation Drainage System 08 Below Grade Insulation,XPS 53 09 Below Grade Waterproofing Membrane 8" 1j 42 10 Slab-on-grade,Refer to Structural 26 Top of Parapet 1 - 40 11 Stab-on-grade Perimeter Waterstop 54 Slope 5%\ 54 52 51 19 y r T _ - " 12 Compressible Joint Filler 23 (Beyond) 43 13 Sealant — _ _ 54 _ _ _ _ _ _ _ ==� --_ 4 / - - - -- --- ructure 11'-0" 3 GUTTER 14 3/4 43 T.O. t "PI ood Subfloor �-- - - - - — -- _ __ =, 15 Floor Finish,Refer to Finish Schedule 23 23 � i - f - 53 ( -- - -- -- — ----- - I 53 _ 16 I Slope / + 16 Wood Blocking - - - - - - - I ' _ _ _ _ _ _ ' 1/4"per ----- 17 Interior Finish,Refer to Finish Schedule - Foot 43 24 # r - 18 Galv.Steel Furring Strip I 23 19 SS Flashing&Drip Edge t -------- -- i� j 56 0 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 24 23 Wood Beam/Joist Structure,Refer to Structural 53 i 24 1/2"Plywood Sheathing 25 2x4 Wood Framing I 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams I- - - - - - - - - - - - - - - - - -I I I - _ Taped I I I T I ! 36 28 Sliding Glass Door System,Refer to Schedule 5„ 29 Window System,Refer to Schedule 34 34 I I j; I I ! 23 I I 30 Vertical Wood Battens 32 i i II II, j I I I 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical 44 Battens _ 33 Cavity Insulation,Mineral Wool Batt,R-19 41i 34 Wood Column Structure,Refer to Structural 4; 35 Connection Plate w/Concealed Fasteners 4 Pergola Column Base Details 33 36 Ceiling Finish,Refer to Finish Schedule 3 =1-0 24 37 1/2"x 1/2"Reveal Reglet (Below) ! 17 38 Wood Furring Strips ' 27 39 2x12 Wood Framing 30 11l 40 3/4"Plywood Sheathing 23 I i' 35 34 41 Concrete Column Footing,Refer to Structural (Above) / \ 32 42 Roof Insulation Above Sheathing,EPS Foam (Above) I Board,Sloped to Drains il' 38 43 Roofing Membrane r I I I I �I �li 67 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape 19 I {; ��` � � ,� 46 _ 46 Roller Shade 47 Gasket OR Sealant 67 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 1 Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation i 67 50 Overlap At Membrane Transition 28 51 PT Plywood Parapet Cap - - 52 Roofing Membrane Cap Ext. Int. 53 Continuous Formed Metal Cleat 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 34 5 Section-Patio Stair 1 Section-Sliding Door Sill(W-08) 57 Steel Column Structure,Refer to Struct 3"=1'-0" 3"=1'-0" 66 Elevated Wood Decking - - - — - - - - - --- --- - - 1 67 Wood Trim Ext. Int. 70 Painted Wall;Refer to Finish Schedule I 28 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor, I ❑ 15 14 Refer to Finish Schedule I 13 74 Painted Ceiling,Refer to Finish Shedule F.F.Level 01 75 Base 1,Refer to Finish Schedule I _ 01-01. __- -. ___=r_z___ _ -, ---- - __ __ 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule I t ) I 22 78 Wallpaper,Refer to Finish Schedule 45 1" I I 47 79 Stone Fireplace Surround and Hearth l 19 I I 80 Thinset Mortar on Waterproofing Membrane 1 50 81 Mahogany Pergola,Open to Above 82 1/2"Plywood - - - - 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink �/// _._. / 85 Stone Countertop a M 86 Wood Stair'Tread and Riser 1 I I 41 � �. I , 87 Handrail 88 Mirror 0 0 o a I i I I o 04 C) 23 23 19 - � I 89 Glass Partition 90 Masonry Gas Fireplace 23 34 04 r 91 Custom Vanity 05 '� 20 92 Custom Millwork See Millwork Sheets / � � 21 23 93 Towel Rack , \\ \\ \\\\\ o 47 94 Painted Wood Trim,See Detail A610 � XX � \ 96 Skylight ;�)oU oU U pU oUl/�� '\\ \\ \\ \\ s O O I I \ \ \ o 0 0 / / // // / � o � I I Seal&Signature: \ \ 0 ryr; �cU �cO�OcOcO�OcO� ED ARC \\y/\\/�\ o O � OOO�O�OOOO���\\� O�O�C�OC�OQO�O�O�C�C�O�C /\\/\\/\\/\\ O�} _ 00 r .l /� ��SP�. DepAS, 'Sj�, /\//\//\/ !\\/\\/\\/\���O�O Q� \\i\\ \/ \/\\/\\, r\\i\\i\\r\\r\\,\\/\\i\\i\\i\\r\\i\\i\\i\\i\\i\\i\\, i\\i\\i\\i\\ 0 0 0 : 1 \/i\/i\/!\/i\�i\�i\/i\/i\/i\�i\/i\/i\/i\/i\/i\/i� i\i/\i/\ii�i/\i/;//\i/\i/\i/\i/\i/\i/\i/\�/\�/\�/\� \�/\�/\�/\XXcOcU` Old OF NEB GDP 1220 Ninth Street Exterior Details 3"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn, 11201 AA21 212.634.938384 i GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST(EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNED IN ACCORDEANCE WITH THE NEW YORK BUILDING ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE l• STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. DiLandro GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Andrews 2. ALL FLOOR LIVE LOAD'S ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED � _. "�"" YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS = ), GALVANIZED (G60 COATING), UNITED STEEL DECK -� - E n q i n e e r i n g _ PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE SITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND STEEL CORPORATION OR AN APPROVED EQUAL, 158 County Rd. 39, Suite 10 A. FORMED WALL 2" BACKFILL SIDE.3/a"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. , Q ,UNLESS OTHERWISE NOTED. PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, N.Y.11968 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE UNCOATED STEEL Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE WTOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING ( 4. THE STRUCTURAL COMPONENTS HAVE BEEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS '/ @ DiLandroAndrews.com 4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 P�F EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LAMINATED VENEER LUMBER LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE � INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE fl� NEltiy SNOW: SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. ,�P NENRy O OCCUPANCY CATEGORY II ` ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL GROUND SNOW LOAD,Pg 20 P,SF CONFORM TO ASTM A233, CLASS ENG O REINFORCEMENT OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING O O EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES REINFORCEMENT SHALL NOT, TACK WELD FOR ANY REASON. 1. LAMINATED VENEER LUMBER (LVL) SHALL BE MICRO-LAM AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS r m THERMAL FACTOR,Ct 1.0 MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH rn Cc Cc IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION GEORGIA PACIFIC CORPORATION OR "GANG-LAM"AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A c� FLAT ROOF SNOW LOAD,Pf 20.01PSF BELOW,UNLESS OTHERWISE NOTED: LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FOp P9720'1 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME ROFESSION�� C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A6l 5 GRADE 60 USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE TIMBERSTRAND„ AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL WIND LOADS HAVE BEEN DETERMINED BASTED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOIR DEFORMED BAR ANCHORS BY WEYERHAEUSER. WITH ASCE 7,SECTION 6.5,METHOD 2 ANALY(TICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEEIR. BE MANUFACTURED BY HILTI, INC. OR APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL SPACING „ 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x�4-W2.OxW2.0 IN ALL TOPPING , BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. IMPORTANCE FACTOR,Iw 1.0 EXPOSURE B D. RETAINING WALLS 4000 S.C. 1 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WIHETHER SHOWN ON THESE FB(FOR DEPTHS< 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS SAND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHINN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUITPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE ]RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIAILS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR,ROOFS. LOAD SHIALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMP?LETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADDEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHOIRES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BIE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -� LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQIUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE F- SHALL TAKE ALL NECESSARY PRECAUVIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE(1)2" x 6" A.C.Q. LUMBER WITH. 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND F-0" AWAW FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL U CONTRACTOR SHALL :BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5, PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL �-- APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND AILL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL W POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, Q DOCUMENTS. REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CIP CAST R PLACE TC TOP CHORD PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR 1 V x 3" OR 18; GA CROSS BRIDGING & NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR CL CENTERLINE TEMP TEMPORARY O COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH( A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0"O.C. AND SQUARE: ASTM A500.GRADE B(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL, NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, U,14LESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ' ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 W W DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBIERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H �n STRUCTURAL ENGINEER.FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR. DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR'.FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFW ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED A',T ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN )APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN COWTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERUNG MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO)ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A D)OUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM W >- THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE W z 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSI NIC-FREE TREATED WOOD HGR HANGER SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'.. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL E - ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT 0 OBLIGATES HIMSELF TO ANY JOB EXPENISE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALIED SPACES OF STUD WALLS IN INCH ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, A7 THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION = a- LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST Z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP � W REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U 0 W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W CV ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD 0 N rr�nn DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL a v 16. ANY DEVIATION FROM THESE PLANS WITTHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE'THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLAN: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING JOISTS,RAFTERS AND STUDS: APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PI'LANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM Revisions DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH((NORTH),NO.2. REQUIREMENTS No. Date Description WORK AND NOTIFY THE ARCHITECT i OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS FB (BASE)=850 PSI Q REMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE p FOLLOW THIS PROCEDURE AND CONTINUJE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FV(BASE)= 180 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 11/22/22 FOR PERMIT OC ON CENTER 2 RESPONSIBILITY AND LABILITY THEREFIROM. E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER STATE AND LOCAL 18. CONSTRUCTION SHALL COMPLY WITH[ ALL FEDERAL, STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT CODES, ORDINANCES, RULES AND (REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR 4 ARRANGE FOR ALL NECESSARY PERMITFS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19/o OR LESS. CERTIFICATE OF OCCUPANCY. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THIE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT F-AMA ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER Drawn : WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checkedd By : 20. ANY SUBSTITUTIONS OR ALTERNATES(D)ETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANITED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILIT"Y. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date: 10/26/2022 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE MATERIALS ANDIOR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S �000 INDICATED. CONFORM TO U.S. PRODUCT STANDARD PS-I, AND BEAR THE APA 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# i 46'-102" — — — — -- — — — -- — — — -- LEGEND 11- DiLandro { Andrews Engineering [4-6"] TOP OF WALL - INDICATES FOUNDATION WALL. 41000 158 County Rd. 39, Suite 10 I EL. _-0'-2 a' Southampton, N.Y.11968 4 I PSI COMPRESSIVE STRENGTH MIN. office: (631)259-3959 - I ITOP OF SHELF I Info@DiLandroAndrews.com- S-200 EL. =- 1'-2 " ® - INDICATES FOUNDATION WALL SHELF, I I 7�_ SEE DETAILS FOR SIZE I I Professional Seal 2„ I I 22� 7,_2 10'-o-„ I x'-x" - INDICATES TOP OF SLAB ELEVATION (� r [-s' 6"] .� E I FROM DATUM ELEVATION ��oF NEwY I I T °' I �Q' NENRy ��p I o - I L_ J N �' 6� [-9 6'] I 4 N INDICATES BOTTOM OF FOOTING X EL. FROM DATUM F-3.0 L � � 6� (— � S-200 Fp 09720� 4I I I s-2 30 2 0 C - INDICATES CONTINUOUS/ISOLATED AR�FESS10 ih F-2.o L FOOTING, 4000 PSI COMPRESSIVE I M - F-3.0 I STRENGTH MIN. �NEW 5"SLAB ON GRADE REINFORCED I \ I W/4x4-W2.OxW2.0 WWF „__' I O 1 - INDICATES 12" SONOTUBE w/ BF 28 TOP OF WALL. [-9'-6"] \ / BIG FOOT FOOTING, 4000 PSI I COMPRESSIVE STRENGTH MIN. ITOP OF SHELFF U_ o o LL N TOP OF WALL N U_: I[-10'-9"] EL. _- 1'-2 „ vi �. cn — EL_- 1'-2 g' `' N II NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER I I � 16-10" 25'-11" I F4'-12' I , I bo I I I � 11'-142" I I [ -0"] o 90 �,-- I L -2� I I Q I I I 0' NC14 I I _ z " I - _ 6 8 00 4 v5 o o � CIo U_ o o o S-200 S-200 \ I I S-200 0> o oo co io m C6 u — NEW 5"x12"WIDE SLAB ON GRADE O r —� ( _ — REINFORCED Wd 4X4-W LOXW2.0 WVWF I z BELOW STAIR LANDIN 4 I 0 I I S-200 _ (_ J [-12' 0"] II TOP OF WALL O TOP OF WALL F- .0 = ( I I I EL. - 1'-8" EL. =-0'-2 T' T P OF WALL 11 I I TOP OF SHELF EL. _-0'-2 TI I I I I HAUNCHED SLAB - 12'-0"] II I I EL. _-T-2 a TOP OF SHELF BELOW WALL ABOVE I I EL. _- 1'-2 I I I I II I T P OF WALL I —L _ �EL. _- 1'-8" I \ i , ,, �N �- .0 II I I — [-12-0'l [-12-0] d' 5 _ I I r �1 S 200 I I O I I 0 ( —O I NEW 5"SLAB ON GRADE REINFORCED S-200 I - II I W/4x4-W2.0xW2.0 WWF 9 I I L_ J L_ J F- .o I F- .0 F- .0 -1'-0„ I I I N c— o II I TO OF WALL I 6-22" 13'-0" 7'-O" III I W �`V I 4 SIM I TO� OF SHELF I W z ;r, I EL. _- 1'-8" I S-200 I I 8 �" II 1,_82„ II I I S-20o U ITOP OF WALL I I I II �NEW 5"SLAB ON GRADE REINFORCED I 4 EL. _-0'-21" I I I TOE'OF W LL 8 z W/4x4-W2.0xW2.0 WWF S-200 a EL --0'-2 S-200 I W TOP OF SHELF II I �- --- � r-, r' I U o 1 o 0 0 0 o T0�OF SI�ELF I IL _ _ — i W [-12'-0"] [-12'-0"] EL. -1-2$ �, oo — oo co co v EL. - 1'-8' N -� FF I I o 0'- � Nai' N o Revisions 26-0„ No. Date Description I I I , 27'-42" 1 4 NEW 5"x12"WIDE SLAB ON GRADE 2 1 1/22/22 FOR PERMIT REINFORCED W/4x4-W2.0xW2.0 WWF S-200 3 --/--/-- ---- I �" BELOW STAIR LANDING p I I 1 1 ( O 5 --/--/-- ITOP OF WALL I I NEW 5"x12""WIDE SLAB ON GRA EL. _-0'-2�" I I Designed By : NM DE REINFORCIED W/4x4-W2. M2.0 WWF TOP OF SHELF BELOW SUAIR LANDING L EL. _- 1'-2 e" — [-12'-0"] J Drawn By : NM I I Checked By: AA Date : 10/26/2022 19'-42' Scale: AS NOTED FOUNDATION PLAN / /D SCALE: 1/4"= 1'-0" I\\ S � i 00 Sheet# i DiLandro Ga � — a � © — i�- -- — — — -- }II� R � Andrews NOTES: Engineering FF _ or "� 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. 158 County Rd. 39, Suite 10 W� Southampton, N.Y.11968 - 8V4- > - 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Office: (631)259-3959 1200 16-02 00 SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Info@DiLandroAndrews.com > 0 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND c > -+ BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ch F— • 1-E Professional Seal x T 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. a M X 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. P.<<GOFNyO NE R y 9 /4X4.4 7/3-L�L --e1 '- o N "g m cc 2 1 3/ /8 LVL 33 (•2�4 314xa,1 7/8 LVL e 3300 1B 84 GO �u 3 1 3/4x 11 7/8 LVL (3) 1 3/4x 11 7/8 LVLr-�-- FO �07201 J AR�FESS10 a_ 00 > > o �lCrawlspaae r co 7—•� FRAMING LEGEND x x co v : N h a 1 (2) 1 3/4x 11 7/8 LVL `r_' 2 1 3/4x 11 7/8 LVL CN "// s BEAMS / HEADERS -ti MOMENT CONNECTION VALUE Q - .-+ �- (FT-KIPS) 1 --- -- - — g' �- x BEAM MATERIAL I J 2x10 LEDGE FASTENED BEAM SIZE i AT 12"O.C. /(2) LEDGER m O I LOK FASTE RS a 00 •- � G_ N ro m (2) 1 3/4x 11 7/8 LVL V`x ch ®3700 2B-01 BEAM END REACTIOZ • \ 11 7 8 TJI 560 N 11 7 8 TJI 560 i (LBS-WOOD) I MOMENT 1 AT 1 "o.c. g AT 1 "o.c. \ (KIPS-STEEL) CONNECTION M ( 1 COLUMN BEAM NUMBER 2x PT QQ 2x1 PT OVER BEAM z AT 1 "o.c. ' AT 1 "o.c. J JOIST/ RAFTERS Q. J - 00 m > Nm CO SPAN DIRECTION O M RAFTER PITCH j EXTENTS OF O N" DIRECTION d FRAMING J _ G � 3 1 3/4x 11 7/8 LVL zso 2x10 LEDGER FASTENED - + - AT 12"O.C..W/(2) LEDGER / 2 2 1 3/4x 11 7/8 LVL 3700 LOK FASTENERS x3100 1B-10 0 <❑ ' -JOIST/RAFTER G HD(ABOVE) j I TYPE. &SPACING J I co F- LL o co cor U.) ci r- OPEN / 001 Basement COLUMN POST I °� — > 00 r- a o Cl) - I - INDICATES STEEL COLUMN BELOW O -INDICATES STEEL COLUMN ABOVE/BELOW x _ - G ce) 0 I �, -INDICATES STEEL COLUMN ABOVE l J co , ® -INDICATES COLUMN BELOW INDICATES COLUMN ABOVE/BELOW 41' W ❑ -INDICATES COLUMN ABOVE (4) 1 3/4x 11 7/8 LVL — (2) 1 3/4x 11 7!8 LVL GO' )�"3T4�'11'T/8 t 1B-12 1B-13 I I ALL WOOD POSTS TO BE(2)-2X MINIMUM r 00 11 7 8 TJI 560 a P �, I ( I I ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM UJO.N. AT 1 "o.c. j I w > CD Wz —1 J 00 WALL f— 004 Craw Space X Xco � ) -INDICATES LOAD BEARING WALL BELOW = t1 v � 1 1 I I C -INDICATES LOAD BEARING WALL ABOVE Z :r•:a. -INDICATES SHEAR WALL W U O W w N � co 0 N �— HEADER DER SCHEDULE H-1 - INDICATES HEADER TO BE(2)- 1 3/4x71/4"LVL L 00 2x10 LEDGER FASTENED H-2 -INDICATES HEADER TO BE(2)- 1 3/4x91/4"LVL Revisions N AT 12"O.C.W/(2)LEDGER No. Date Description 2x10 LEDGER FASTENED 2x PT 11 7 8 TA 560 a Ro N LOK FASTENERS H-3 -INDICATES HEADER TO BE(2)- 1 3/4xl1 7/8"LVL. 1 11/22/22 FOR PERMIT AT 12"O.C.W/(2)LEDGER AT 1 "o.c. AT 1 imox. x LOK FASTfENERS Q 3 --/--/ -_ 2x8 P, 4 2x8 PT 1 4 5 --/-/-- ---- + I Designed By : NM Drawn By : NM Checked By : AA - -1 Date : 10/26/2022 Scale: AS NOTED FIRST FLOOR FRAMING PLAN SCALE: 1114"= 1'-0" S � 0 1 Sheet# i HD SW-1 OPENING CONTINUOUS ABOVE/BELOW ( ) HD /4x-1t 11 t�'t—f jJl�f4x 9�t 914 L 2 ._1 !4x 11._1/4 LVL ' DiLandro 2 1 3/4rn 11 1/4 LVL _ ,Q 1 3/4x-11 A../4 LVL ,O -3 NOTES: _ x. ,16. _ Andrews �.,,2600 R28-12 ' t y k --�-- E n g i n e e r i n g -- -- ------ ---- 1. &SW X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. �12 r i m a r y S h o vw e ,�2�P r i m a r l O i let HD PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO> - , BE 10d NAILS AT 6 o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH County Rd. 39, Suite 10 -4 !, „ 118 Guest Bed 3 � '=- -- 1116 Guest Bed 2 158 SHEARWALL AND INSTALLED PER TYPICAL DETAILS. Southampton, N.Y.11968 n Office: (631)259-3959 -- " Info@DiLandroAndrews.com M - -Jam ' 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL ( SHEET S-300 FOR SCHEDULE.r I' O U 3. MINIMUM WOOD POST TO BE(2)_2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Professional Seal N i _N I /-Z-1l- i iiriu! y naLrl _____-_ :. 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A OF NEw 12 5 P r i m a r y C I ,I;s e t SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. �� Y �P NENRY �9 1 3/4x 11 1/4 LVL_ =====_ 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND �� O --- - - BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. tM m oc I --- `s w HD a 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. 2)-�3/,4x 11 114 LV -- FO 097201 r I (2) 1 3/4x[f'f1/4 LVL 2000 „ (2) 1 3/4x T7-'t/4�`L 200 7. FLOOR SHEATHING TO BE 3/4 CDX MIN GLUED AND SCREWED, UNLESS OTHERVVISE NOTED. 'O t --,---- 2000 R 2000 _ _-- ; 11 R�FES SIONP n HD C4 FRAMING LEGEND -- - — - N L- f 1211Priimary Bed jj-T1-qj1)-ctjh 3 115 Corridor 117Bath 2 '. 6'-5" BEAMS / HEADERS ' HD HD I N SVV 1 (2) 1 3/4x 11 9'/4 LV (2) 1 R -0 1/4 LVL HD MOMENT CONNECTION VALUE 4900 RB 04 �(2) 1-3/4x 1'I �1 4 LVL .;J � (FT-KIPS) RB-1,4 // o 425 ;5 1/4x 7 PSLo laoo $' / a v M MATERIAL IA RB-ta j BEAM SIZE a _ X 101 Li in Room 00 Ent y (2) 1 3/4x 11 7/8 LVL M ®3700 2B-01 BEAM END REACTIOZ '5 114x 7 PSL 1400 (LBS-WOOD) MOMENT a25 RB-1a r (KIPS-STEEL) CONINECTION z a i ' m o $ � BEAM NUMBER COLUMN Q OVER BEAM J co a (A X o o � ° 2 JOIST/ RAFTERS N � AT 1 "o.c. O n M 2 8 j 2 2 SPAN DIRECTIOIN 0 AT 1 'o.c. AT 1 'o.c 1 RAFTER PITCH�r EXTENTS OF �-I-- !5 1/4x 7 PSL laoo DIRECTION r FRAMING 425 RB-14 $ 8 HD N.d a _ 3 3/4x-4"J4+V II ---(2) 1'3/4x 11 1/4 L, — Re_os O I _ JOIST/RAFTER U W j li HD I; HD j TYPE. &SPACING J W W COLUMN / POST ~ M �� i N ao VX 102 D In ] Room �� �� u u �� r M -INDICATES STEEL COLUMN BELOW — - ---- D N —_ r es � 425 15 1/4x 7 PSL " laoo 50 � ; '¢ I ____-_--- HD N -INDICATES STEEL COLUMN ABOVE/BELOW B-14 _11=1/4 LVL__—_ '° 3 1 3/4x 11 114 LVL w/ 2 1/2"x11"STEEL PLATES ssoo J�G� ��A� T soo RB-t0a >� G - INDICATES STEEL COLUMN ABOVE iI GJ ® -INDICATES COLUMN BELOW 3/4x 11 1 4:LVL I I 1 1 4 P 7 o I E e U I r l e n t � ® -INDICATES COLUMN ABOVE/BELOW it �', �` .J co 3 112x 7 PS _ oolC ❑ -INDICATES COLUMN ABOVE . CN w r ALL WOOD POSTS TO BE(2)-2X MINIMUM r ' 10 5 Den r „ r r r , m r HD ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O..N.x x W �-- J r i' d _ > d 4---- N q CO ==_= TbtdP-dh-t!N ��� m r -- r 2 2 2 2 , , a AT 1 o.c. AT 1 o.c. a t. _ 110 Bath 1 U WALL �- L7 .i. N=d O —� r r = �- 0 . _ -- O LO 242 ',; _ z '- � a 31/2x 7 PS AT 1 "o.c. �- I i 112 S t o r a e z U HD ® -INDICATES LOAD BEARING WALL BELOW J Ref 108 Pwdr Rm 1 09 Gues _Bed 1 -- - C -INDICATES LOAD BEARING WALL ABOVE z 0 INDICATES SHEAR WALL W r v O W 5 114x5 1/4 PSL 'Y HD �, FHD I 111 Gar ale M tV 1 3/4x 11 1/4. L --(2)-1.3/4x�4�/ _LVL r W r _______—__- - _. x- _ -_ 3 1 3/4x 11 1/4 LVL w/ 2 1/2"x11"STEEL PLATES saoo';. --_ HEADER SCHEDULE ;W-1 (CO TI UOUS OVE/ EL VVOPEIING�-- J (!I I ; - _ = N H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4" LVL J a Revisions r 10 ; I; r. H-2 -INDICATES HEADER TO BE(2)- 1 3/4x91/4" LVL No. Date Description Ll`� ---_-_ H-3 -INDICATES HEADER TO BE(2)- 1 3/4xl1 7/8"LVL 1 11/22/22 FOR PERMIT r--- N•6 ---- i' 1 ,- ico Q I 5 1/4x 7 PSL 1400 __ L— X �' 5 1/4x 7 PSL 1400, 4 __/--/-" _--- 425 RB-14 X --- - _______ - 425 RB-14 Q 5 --/--/-- ---- g M v J U) J _I U) a (n a AL hen a N 01 m X CO X ` Designed By : NM X N - -- - --- -, N X100 Drawn By : NM 2 8 ---L - a __ 00 11 0 Checked By : AA HD HD 5 1/4x 7 PSL 1400 ! o--__- ��__ g7 7000_ _ 5 1/4x 7 PSL 1400 425 RB-14 '' - - 425 RB-14 8 — .-T(3)4_3/4x. 4_V4=f__1L - J RBr11 iii SVV;�1 °RB-118 n Date 10/26/2022 a L. I° U) a. .a a Scale: NOTED X A CSj N -N - ' Area ROOF FRAM1ING PLAN (sea le el "' CO) a CV) M � � I� el evn t i 5 1/4x 7 PSL S 1400 5 1/4x 9 1/2 PSL 1350 5 1/4x 7 PSL a 1400 SCALE: 1/4"'= V-0" 4/__ 425 RB-14 -®1350 ^B-} J-425-- RB-14 SAl Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" STOP REINF. SHORT OF TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT FIRST POUR SECOND POUR 56 BAR 0 LAP JOINT AT EACH SIDE SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED 6„ 6,. (TYP.) JOINT FILLER IN ACCORDANCE W/ T"PREMOLDED TONGUE STOP REINF. SHORT OF _. MANUFACTURER'S INSTRUCTIONS _ AND GROOVE JOINT JOINT AT EACH SIDE CORNERB I AR SIZE AND D i La n d ro SPACING TO MATCH -ol �� ��, ► HORIZ. REINF. • '' Andrews Engineering 011 OPENING m a TYP. 158 County Rd. 39, Suite 10 wuTal ' coSouthampton, N.Y.11968 I I L' Office: (631) 259-3959 -F Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS Professional Seal TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour OF NEW (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP �P�E NENRy YO Ly WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF O SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7_ WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 4 VAPOR REl"ARDER, z NOSING BAR, EDGE W/4"RADIUS TOOL LAP EDGES 24"AND TAPE, SEE PLAN FOR a 1'-0" CONSTRUCTION JOINT, i' m 0C OMIT AT EXTERIOR SLABS REINFORCEMENT w Cc NOTES: CENTER 2x4 KEY ON WALL 6 6 SEE PLAN FOR CHANGE SHRINKAGE CRACK F 09720,1 c) MIN IN ELEVATION �p �. 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL 9pFESS10NP� REINFORCING.ATf SLABS USE#5 BARS. i- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT CIRCULAR OPENI INGS 12"AND LARGER. Ir 1 2 3. COORDINATE(OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. W�l PROVIDE CONT. CHAIR AT REFER TO GEO TECH. 2 TYPICAL SLAB/WALL PENETRATION DETAIL PIER, IF REQUIRED CONSTRUCTION JOINT ~ CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 SCALE: N.T.S. REINF.AT EL. SHOWN NOTE: GRANULAR SUB-BASE NATURAL"CUT'GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICCAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1TYPICAL LAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN • o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. r? 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° • o � 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o � w CONCRETE WALL CONSTRUCTION DETAIL 0 2X BLOCKING AT 16"o.c.AND • CONNECT PT PLATE PLATE TO FOUNDATION 3 z AT ALL POST LOCATIONS 0.-4.,TYP. WALL W/J"Ox12"LONG ANCHOR BOLTS TYP. AT T-0"o.c. S-200 SCALE: 3/4"= 1'-0" _O zz (2)-#5 CONT.TOP AND BOTTOM I-- U C W z d #5 BARS @12"o.c. HORIZONTAL AND VERTICAL 111 D #5 DOWEL AT WALL SPACING w!0'-10"HOOK, 2"H MIN. FIELD HORIZ. &WERT. WALL 3'-0"LAP SPLICE _ _j p LAP 48 BAR DIAMETERS WITH VERTICAL BARS TYP.AT WALL r FIELD HORIZ. &REINFORCEMENT V" CENTER TOP OF WALL SECTION W 2x4 KEY AND FTG. 2'-0"LINE JOISTS PARALLEL TO WALL z SLAB ON GRADE, BOT. HORIZ. WALL COLUMN/PIER/OR GRADE � SEE PLAN FOR REINFORCEMENT REINFORCEMENT BEAM TO BE CENTERED ON Q FOOTING °' � x x x x COLUMN/PIER/OR GRADE BEAM I , o o = __ _ _ z � I I I I PIER/COLUMN "PREFORMED EXPANSION MATERIAL c d I d' U w REINFORCEMENT IF REQ'D (3)-#5 CONT. BOTTOM OF FOOTING � 0'-6" 0'-10" ,- „ #5 HORIZONTAL AT 18"o.c• —�4-- FOOTING IREINF. r' U I BOTM OF FOOTING ,= 0 62 SOIL BEARING z w FOOTING TOP SEE PLAN ? ,' 1 ROCK BEARING I I I I LA p U) REINFORCEMENT IF REQ'D, w I TOP REINF. IF REQ'D. I _ I I= w SEE SCHEDULE FOUNDATION WALL AT SHELF DETAIL T SEE FDN.WALUFOOTIING w z 4 U) z n/ SECTIONS 1.1_ o —`o— o I—p 0 0 o S-200 NOTE: • • —•-� I • cn w (� YPLACE LOWER FOOTING FIRST = O STEPPED FOOTING DETAIL z v FTG. BOTTOM REINF, z 7 �' w SEE SCHEDULE LL. S-200 SCALE: 3/4"= 1'-0" W CD w N o BOTTOM OF FTG. EL., 0 r r Vn NVOTES: SEE PLAN SLAB ON GRADE, SEE PLAN FOR REINFORCEMENT a' 11. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS x x x x x x Revisions 0'-6" "PREMOLDED EXPANSION JOINT HAUNCH AND WOOD STUD No. Date Descri ti ISOLATED FOOTING SCHEDULE o on BEARING CAPACITY OF SOIL= 2000 PSF SLAB ON GRADE, SEE PLAN BEARING WALL, SEE PLAN p � FOR REINFORCEMENT 1 11/22/22 FOR PERMIT ALLOWABLE SIZE REINFORCEMENT 0.177"0 SHANK GALV. P.A.F.'S 3 __/--/-- CALLOUT THICKNESS ADDITIONAL INFO. �, ---- AXIAL LOAD LENGTtH WIDTH LENGTHWISE WIDTHWAYS o 0 16 EMBED.AT 2-0 O.C. F-2.0 8.0 KIPS 2-0 2-0 1-0 (3)-#5 (3)-#5 90d HOOK @ END z x x x x x W/1 Z" 4 I" F-3.0 18.0 KIPS 3'-0" 3'-0" 1'-0" 3 -#5 ~( ) (3)-#5 90d HOOK @ END z w #5 DOWEL AT 18"o.c.W// P.T. SILL R 5 „ f- V-10"HOOK F-4.0 32.0 KIPS 4-0 4-0„ 1-6„ (6)-#5 (6)-#5 90d HOOK @ END O ONE ION SHELF W/O F-5.5 60.5 KIPS 5'-6" 5'-6" 1'-6" (8)-#5 (8)-#5 90d HOOK @ END o CONT.#5 HORIZONTAL 0 • • '-4 r, °' (2)-TOP AND BOTTOM �- �'Ox12" LONG ANCHOR Designed By : NOTE: —� • 2x4 KEY p p BOLTS AT T-0"o.c. NM 5 HORIZONTAL U_ v #5 DOWEL AT 18"o.c.W/ ih o Drawn By : NM 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER o 8"o.c. @ � 0 0'-10" HOOK Checked By : AA CALCULATIONS ARE REQUIRED.. o o W CONT.#5 HORIZONTAL 2) MINIMUM BASEPLATE SIZE IS T(O BE 1'-0"x1'-0"x3/4"• 3)#5 BAR CONT. 9 a- (2)-TOP AND BOTTOM =- • 2x4 KEY BOTTOM OF FOOTING 0'-6" 0'-6"0'-6" I Date: 10/26/2022 EL. = SEE PLAN 1'-10" 0 18"HORIZONTAL @ 2'-0" Scale: AS NOTED TYPICAL ISOLATED FOOTING DETAIL o (2)-#5 CONT. BOT. 5 3)#5 BAR CONT. -20o scALE: N.T.s. SLAB OVER WALL FOUNDATION DETAIIL 6 BOTTOM OF FOOTING 0'-6" 0'-101. 0'-6" TYPICAL HAUNCH SLAB DETAIL SCALE:3/4 - 1 0 EL. = SEE PLAN 1'-10" 9 S-200 SCALE: 3/4"= 1'-0" a 8 SLAB ON SHELF FOUNDATION DETAIL S-200 SCALE: 3/4"= 1'-0" Sheet# i CONNECT ROOF BM TO TOP OF POST W/ �` Z (2)-SIMPSON MTS16 TWIST STRAPS, ROOF BEAM, SEE PLAN :5EA FOR SIZE AND LOCATION III r ALTERNATE SIDES OF POST U) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DI La t1d CO -WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACpNG OF FASTENERS Andrews �e: d�-sly FOR SIZE CONNECT TOPS OF CONNECTI-ROOF POST TO _ _ ROOF FRAMING POST/ISTUD BLOCKING AND LOCATION RAFTERS ON �.M NA 1/2"QJ A307 THRU n g i n e e r n g i BELOW VW/CS16 OPPOSITE SIDE OF 11 RAFTER TO TOP PLATE,TOE NAILED 158 County Rd. 39, Suite 10 o -BOLT 3 8d PER IV RIDGE W/SIMPSON O-6 1-4 W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST COIL I RAP LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Southampton, N.Y.11968 O 0 SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Office: (631) 259-3959 ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com Z (3)Sd PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. PLAN FOR SIZE i DWGS. FOR PITCH WA QJSHEERSRS THRU-BOLT @ 16"O.C.W/1 ROOF RAFTERS TO RIDGE Professional Seal A TOE NAIL 4 16d PER RAFTER WA FACE NAIL BLOCKING TO MATCH o (2)@ EACH END (3)16d PER RAFTER OF NEt�, WOOD POST ABOVE WALL FRAMINGENRy YO TOP PLATE TO TOP PLATE,FACE NAILED CONNECT CRIPPLE TO 2 16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE 0 O MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24" O.C. _ BE=IIIVEENRAFTERS MULTI-MEMBER CONNECTION DETAIL TOP STUD T FA I 16d ,6"(D.C.ALONG R2x6 S ~ m W OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 Z_ 1y 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT j C? CONNECT HEADER/BEAM �'�i S-300 Fp a97201 CONNECT RAFTEERS TO TOP SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT 10, v TO POST/JACK AND KING DOUBLE TOP PLATES END NAILED (2)16dAF NP 12"O.C.nc ESS10 STUD W/SIMPSON OF WALL W/SIMIfPSON TS12 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG TWIST STRAPS (8)JOINTS,FACE NAIL IN LAPPED AREA 16d 71E HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS 16" O.C.ALONG EACH EDGE APPLICATION T ATION CONTINUOUS HEADER TO STUD,TOE NAILED a 8d TJI APPLIC LVL GIRDER APPLICATION FA HANGER FOR CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C..ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 _ S-300 SCALE:3/4"= V-0" 5-300 SCALE: 3/4"= V-0 SCALE: 3/4 - 1 -0 " S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMIPSON HOLD DOWNS SEE SCHEDULE AT/ALL SHEAR WALL END SCHEDULE SCHEDULE SH R WALLDOWNS AT LL POSTS, SEE SCHEDULE J SHEATHING PANEL EDGE SHEATHING PANEL EDGE END POSTS, SEE Q NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN 7SCHEDULE ANCHOR HOLD DOWN "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, 0 TO THE TOP FLANGE �— SEE SCHEDULE OF STEEL BEAM W/ o W THREADED ROD CONT.TIAABERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE �n MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO 11 V MATCH FLOOR JOIST DEPTH THREADED ROD I I Z CONNECTING I I SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I 1 c NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGH FLOOR I I G TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING SPACING SCHEDULE PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING W SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE IJ-- NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN 1= "A"SEE SCHEDULE "A"SEE SCHEDULE 0 STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAF;WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS,SEE SEE SCHEDULE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. AT STEEL BEAMS POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS,SEE SCHEDULE NAIL AND SHEATHING TO LVL o BLOCKING PER NAILING o BLOCKING PER NAILING A PATTERN"B"ON SCHEDULE B PATTERN"B"ON SCHEDULE It (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL BLOCKING LVL BLOCKING BLOCKING LVL BLOCKING I BETWEEN I-JOISTS BETWEEN I-JOISTS r I THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD W DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE _ W SCHEDULE SIMPSON HOLD DOWNS SCHEDULE SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, �--- SIMPSON A34 FRAMING ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS SEE SCHEDULE SEE SCHEDULE ANCHOR, PROVIDE(2)- A ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o Q ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o V 0 WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD = a- WALL END POSTS, SEE SCHEDULE (3)-PLY MIN. o THREADED ROD THROUGH SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE MIDDLE PLY OF LVL BEAM DOWNS AT' I— Z ALL SHEARtWALL W 2x BLOC'KING,TYP.AT ALL NAILING,PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U C) W PANEL EDGES- "A"ON SCHEDULE A ON SCHEDULE SCHEDULE; W N SHEAR WALL END POST, WALL SHEATHING 0 �nn SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE • I • • PANEL, SEE SCHEDULE SB ANCHOR BOLT BY r V SEE SCHEDULE- PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR n- APPROVED EQUAL SIMPSON HOLD DOWNS P.T. SILL,SEE NOTE 4 SIMPSON HOLD DOWNS ON SCHEDULE NOTE 4 AT HOLD DOWNS AT ATALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END o FOUNDATION POSTS, SEE SCHEDULE x 5"STEEL LEVEL,SEE SCHEDULE Revisions o POSTS,SEE SCHEDULE TOP OF FDN.WALL OR PLATE'RECESSED AND DETAIL 2/S-301 - TOP OF FDN.WALL OR HAUNCH SLAB INTO LVL BEAM No. Date Description HAUNCH SLAB • '• ° DRILLED IN AND ADHESIVE •° 1 11/22/22 FOR PERMIT DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 -/--/-- ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FND.LEVEL, SEE SCHEDULE- SILL TO TOP OF FND. AT FND. LEVEL, SEE SCHEDULE FOUNDATION WALL SILL TO TOP OF FND. AT FOUNDATION LEVEL 3 --1--1-- -- FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH 4 OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 -_/__/-- 6 1PICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS TYPICAL HOLDOWN CONNECTION DETAILS Designed By : " NM S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: -0 S-300 SCALE:3/4 - 1-0 Drawn By : NM "_ , Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ,„,. ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date: 10/26/2022 MARK LOCATION TO TOP OF FOUNDATION WALU SHEATHING PANEL 2x BOT.AND FLOOR ANCHiOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNEDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL I BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO z"0x12" LONG ANCHOR (14) SDS 4 x 2j USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU2-SDS2.5 SB 55/8x24 18 (2)-2x SW-2 REFER TO 1/2„ N "0x12" LONG ANCHOR 10d AT 4"O.C. 16d AT 4"O.C. HDU5-SDS2.5 SB 5i/8x24 18" (14) SDS 4 x 22 S �300 FRAMING PLAN BOLTS AT4 Ooc (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES S-300 SCALE: N.T.S. Sheet# SB ANCHOR;BOLT BY ' DiLandro SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STi RONG TIE OR ' Andrews SIMPSON STRONG-TIE APPROVED [EQUAL Engineering HURRICANE STRAP HURRICANE STRAP RIDGE STRAP MODEL #CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 0'-13"MIN. EDGE DISTANCE --{ (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 I 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 #5 BAR COMT. a Info@DiLandroAndrews.com LO a FOUNDATIO)N WALL FOUNDATION WALL MIN EMBEDMENT, SEE SHEAR COOR STEM WJALL OR STEM WALL Professional Seal WALL SCHEDULE ON S-300 3 g 4" 16" 16" U-14"MIND. EDGE DISTANCE o. �iN „P„ SEE PLANS SEE PLANS 0'-6"MIN FOR SB5/8x24 W N SEE NOTE 3 FOR STEEL FOR STEEL .<<GOF NEWy 0'-8"MIN FOR SB7/8x24 L �° a �d W Q PLATE SIZE PLATE SIZE �Q` NENRY �q ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-4� MIN. (SB5/Y8 AND 7/8) d -- 5"MIN. (SI131) STEEL PLATE STEEL PLATE O� 9 SECTION PLAN-CORNER WITH WOOD WITH WOOD TO BE FLUSH TO BE FLUSH ~ $ I � w _ F FRAMING FRAMING CORNER NON-CORNER CORNER SIMPSON STRONG-TIE SIMPSON STRONG-TIE INSTALLATION INSTALLATION INSTALLATION ESS10 HURRICANE STRAP HURRICANE STRAP �iN� �— 0.2.2 SECTION A-A SECTION A-A MODEL#SSP(TYP.) MODEL#HETA40 (TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLLED (INSTALL WITH ARROW cv I 2-LVL 3-LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SH04WN) ON TOP OF BOLT ' (16"O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) (2) ROWS OF 5/8"0 BOLTS W/ WASHERS STAGGERED AT 16"O.C. NOTES: 45 135019001450135 W/(4) BOLTS AT SUPPORTS,TYP. 1. USE 1 3/4"x LVL AS PER PLANS. ANCHOR BOLT, - 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. a ' '•t .'•• .;..; • :•.• NF' 3. WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR ' '''3: .;� •f%% : r •' o`�' ON FLITCH BEAM, LOCATE (3)5/8"0 BOLTS STAGGERED ooti�. ° AS SHOWN. •. OUTER EDGE OF • CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUINDATION WALL TYPICAL FLITCH PLATE DETAIL 3 S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 14" J_ POST, SEE FRAMING PLAN Q W SIMPSON CIPT66Z rn POST'BASE (2)-112"0 ANCHOR BOLTS V ADHESIVELY EMBEDDED 5"W! SIMPSON SET XP EPDXY z Z 12"0 SONOTUBE G O J U W LL (3)45 DOWELS AT H W W/0'-8"HOOK a. O It BF28"BIG FOOT z FOOTING" 0 ih 4 "SONOTUBE FOOTING DETAIL S-301 SCALE: 3/4"= 1'-0" W W z O H W N a Revisions No. Date Description 1 11/22/22 FOR PERMIT 2 --/—/— - 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/26/2022 Scale: AS NOTED S ...301 L . Sheet# rOIST DETAILS Plate nail-16d(0.135"x3Y") Load bearing or,braced/shear wall 1 above(must stack over wall below) Yz"round holes may be cut Plate nail„ 16d(0.135 x 3 Y") at 12"on-center Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135"x3Y") � „ Blocking panel: Board, ALLOWABLE HOLES TJI Joists at 16' on-center When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- g P (must stack over wall below when resent ® hatched zone if they are at 16"on-center _ P „ present) Blocking panell: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center 1Y4 or 1Y TimberStrand"LSL or No load bearing located 3"away horizontally 1y"TJ"Rim Board, 1)4"or Web Stiffener TJI®'oist. wall above Min.distance from Table A Min.distance from Table B (edge-to-edge) Plate nail-16d 0.135"x3Y' Blocking required on both ( ) Web stiffeners required on ®g panel' from a larger hole. °"• 1Yz"TimberStrand"LSL or q 2x4 minimum Web stiffeners 1Ya"TJ Rim Board, Do NOT t-- ®• sides at A2W ONLY at 16"on-center TJI Joist Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y4"or 1Y"TimberStrand"LSL cut or notch flange. ( ry ) W DiLandro Floor panel nail- g q • 8d(0.131"x 2Y")at 6"on-center' boundary nails, at B3W ONLY or TJI®joist 8d 0.131"x 2Y" 1Ya"or 1 Y2" �y� Andrews Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Ys Web stiffeners 6" O O """"�---jam J q I LSL rim board. required on both 6" E n g i n e e r i n g nail each side at A3_W B1 61 W � q Toe nail, Toe nail, ® Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L Dz 6" 6" 1Y TJ Rim Board, When sheathing x 3" at 6"on-center ends at B4W ONLY No field cut minimu holes are permitted if 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") ; 12" ) minimum No field cut Donor cut (A3.1/A3.1 W only) thickness exceeds/ , Web stiffenerss re uired DO NOT hatch In the roil holes in holes larger Southampton, N.Y.11968 q (applies to all holes group perimeter at 6"on-center at 6"on-center 1y"or 1 Y2"TimberStrand®LSL. trim sheathing tongue min on both sides at B1 W End of joists at ut holes in cantilever hatched except knockoutsrequirements for hatched + ) meets than�/-in Office: (631) 259-3959 Web stiffener and B2W ONLY centerline zones round or square holes. zones cantilever TJI®trim joist at rim board reinforcement. of support required on both Toe nail-10d(0.131"x 3") PP Info@DiLandroAndrews.com q IMust have 93/4"minimum � Install proper blocking to Table A - End Support sides at Al WON at 6' on-center P P 9 Blocking panels may be required PP * * joist bearing at ends.Attach * support all panel edges B2 B2 Blocking panells may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end sup ort Al Al W A2 A2W idm olst erA3 detail. A3 A3.1 A3.2 A3.3 walls above orr below-see detail B1 63 B3W B4 B4W j p O below-see detail B1 O O JOIST • ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI* Professional Seal "For additional installation specifications see Rim Board[Details and Installation in A3.1 eA3.2 eA3.3 *For additional installation specifications see Rim Board A3.4 A3.4�k DEPTH 2" 3- 4" s•• 6)4' T' 8%,. 11^ 13" 2• 3« 4" 6" 6Y2" T• 6y'• 11•, 13•P A3W OW Nall through 2x_cantilever,wood backer and 110 r-o- r-6" 2•-0" 3'-0" 5•-0" r-0" r-6" z•-6- 3'-6- 4'-6" Weyerhaeuser Installation Guide iror Floor and Roof Framiing,TJ-9001. W Details and Installation in Weyerhaeuser Installation Guide ® ® ®. 1Ys'TJ Rim Board or 1Ya"or 1Y"TimberStrand Blocking TJI Joist web with 2 rows 10d(0.148"x 3") z10 1'-0~ ,•-s~ 2•-s" 3•-0~ 5•-s" 1'-0" z•-o~ z'-s" a'-o" 5'-0•• for Floor and Roof Framing,TJ-9001. g 92•• LSL. Nail with 10d(0.131' x 3")nails,one each at nails at 6"on-center,clinched. panel ® 230 1'-8" 2'-0" 2'-6" 3'-6" 5'-6" 1•_0• 2_0« 3,_0« 4•g« 5'0,. OF NEW top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y"TJI 3so ,'-6" 2'-0" 3•-0" 4'-0' 6'-0' 1'-6' 2•-6" T-6- 5'-0- 5'-6" '�� 10 connections equivalent to floor panel schedule. joist flange widths. 560 ,'-6" 2'-6" 3'-6- 5•-0" T-0~ r-0" 3%0" a•-0- 5'-6" 6%0" �P NENRy .Sly 6'-0"length of TJI®joist 8"diameter maximum hole for 117e"- A"TJ"Rim Board 1Y4"or%"TimberStrand® 110 T-O" 1•-0" ,'-6" 2'-0" 2'-6- 3'.0" 5•-6- 1'-0" 1•-6~ r-13" 2'-6^ a•-6~ 5'-0- 6•-0- O� O reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d 0,131"x 3" nails, 210 1'-0" 1'-6" 2•-0^ Z-0" T-0" 3'-6" s'-0- ,'-0" 1•-s' r-6•' a-0" 5'-0•' V-6" 6•-6" 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9Yz" ( ) Attach reinforcement to joist 11W 230 1'-01, 1•-6^ 2'.0- T-6" 3'-0^ T-6" 6•-6- 1'-0" 2•-0•' 2'-s•' 3'-6" 5'-6" 6-6- 7'-0" _ � Y"reinforcement 7 ® one each at top and bottom flange. 360 1'-8" r-0" 3'-0" T-6" 4'-6" 5'-0" T-0" 11-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" F- J�"a m �16' deep blocking panels;6"diameter with 9Y"and 11/"TJI cep or shorter than 12"long. with one 8d(0.131"x 2Y") F1 applies to 560 1•_6" 2'-6" 3'-0" 4'-0" 5'_6" 6•-0" 8'-01• 2•_6" 3'_6~ 4•-6" 5.6" T-0~ 7._6" 8%0" G+� 4r 110 l'-0'• 1•-0" 1'-0" 1•-0" 1'-6" T-0" 3'_0 5'-6" 1•-0" 1'-0" 1•-6" Z-01' 3'6" 4'-0" 6•_0" 8'0'• ' diameter maximum hoe or on one side at E2, joists. Attach reinforceement to Web stiffeners i 17/"-16"deep blocking panels; maximum for blocking panels 9Y" Joists. Do not cut flanges. joist nail at each corner both sides at E3 deepor shorter than 12"Ion with one 8d(0.'131"x 2Y") Load from above required)on both 6"diameter maximum for s. ® Horizontal blocking uniformly 210 ,'-o^ r-0" r-0^ r-6- r-0- z'-6" T-6- 6'-0" r-o° r-o" r-o° r-s" a'-o" a'-6- 6'-6" 8'-6" FQ 097?U t 1Ya"TJ Rim Board 1Ya"or 1Y" Hall at each corrner Do not cut flanges. panels between each loaded joists 14" 230 r-a' r-O" r-0• r-6" 2'-6" r-6- 4'-0" 7'-0^ r-o° r-o" z'-o° 3-0^ a-ir' S-o" T-o" 9'-0" A9OFESSIONP sides at E1 ONLY blocking panels 9Y"deep or ® • TimberStrand LSL.Nail with joist. Nail to top plate with " only. 360 1'-0. r-0" 1'.6^ 2'-6" T-6" a'-o" 5•-6" 6'-0. r-o" r-6- 2'-6" a'-o" s-o~ s-s" 6'-0" e-s"shorter than 12"long. 10d(0.131"x 3")nails,one 12"lengith of 3/" connections equivalent to Wood R v� 560 r-0- r-0- 2•-0" 3'-0" 4'.6" V-0" 6'-6" 9'-0" r-6" T-O" 4'-0" 6-0" 7'-0" r-s" 9-0~ 10'-0" Y,6 Do not cut flanges. 1Ye"TJ"Rim Board or 1Y"or 1Y" each at to and bottom flange. a36 ' r-0" r•0" r-o^ r-o~ r-o~ 2•-0" T-O" 5•-o" 1'-01, r-o" r-o° r-s° 3'-0" 3'-0° 5'-s~ r-s" 10'-0' t� `��~ TimberStrand®LSL.Nail with 10d : P g reinforceement on floor panel schedule. backer e �ay� eJec on�� one Sidee at E5, 3 �g a 1•-0•' 1% . 2'-6" 3'-6" 6%0" 1'-0" ,'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-8" 6'-0" 11'-0" (0.131"x 3")nails,one each at Attach reinforcement to 12'length Of/" ti� ec ca �0 is. r-o- r-o r-o" r-6- r-6" T-0- 4%0" T-o r-o- r-o~ r-o- 2-0" 3'-s" a'-o" r-o" 9'-0^ it-o- top and bottom flange. joist web with 3 rows Full depth vertical both slddes at E6 reinforcement on one side F1 1Ga�1��9�� w�\{Ott 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-s" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" " blocking between at ET both sides at E8 O �e r-o^ 3'-0" a'-s" s'-6" T-o" 1a-o" ,r-o" ,z'-o° 10d(0.148"x 3)Halls at 6" 9 2x4 minimum i Attach reinforcement " on-center,clinched.Use 2 each joist 4" s" T• 8" 10" 12- 14Y," 16Y4" 4" 6•• T' 8^ 10" 12" 14Y," 16y- 1 to joist flange with 2 rows with 9 "and 117 " E7 E8 Less than 5' 360 r-o° r-o- r-a r-a' a-o" 5-6- s-s~ r-o" 3'-0° a'-s" 6'-0^ 10-0" 1r-o^ 13'-6° squash blocks i Y Less than 5"" 16 ® p" 8d(0.131"x 2Y")nails at 6" ad�� TJI®joists. • 560 r-0" 1'-0" 1'-0" 2'-0" 4•4" T-0" 10'-6" 2'-o- 5'-0" 6-6- 8% 1P-0- iZ-0- 14'-0" 1Ya"TJ Rim Board or 2 . �� on-center.When reinforcing Ga WEB STIFFENER ATTACHMENT 360 1'-0^ r-o° r-o" r-a' r-o^ a-o" r-o^ 101-0" r-o" r-s" 3-0" 4-6" 6'-0• its^ 13'-6:' CS Use 2x4 minimum squash blocks to 1Y4"or 1Y"TimberStrand®LSL. Face grain a+�� g E5 E6 .�- • 20 O transfer load around TJI®joist horizontal both sides,stagger Halls. E4 Y minimum 5so r-o" r-o" r-o- r-o' r-o° a'-s^ 6'-s" ir-o" r-o^ 3-s° 5'-0" 7'-0• E1 E:1 W Nail with 10d(0.131 x 3) E2 E3 Not for use with 31/ TJI®joist flange widths 1„ 23/ maximum Table B - Intermediate or Cantilever nails,one each at top and (1Y"for TJI® Nailing: Support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or canitilever su art Applysubtfoov TJI®joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing � Web stiffener both sides. oearH g adhesive t0 alll blocks installed at joist-span • 2" 3•' 4~ 5" 6)Q' 7" 8W 11" 13" 2" 3" 4•' 5" 6YY' 7" 8X" 11• 13" Double TJI®Joist Filler Block: Flush bearing plate required. Flashing locations usingSee table below. With point load from above,and no support Hanger height must Hanger Backer Block:Install tight Maximum Y"overhang contact surfacfeS „ below,install web stiffener tight to top flange 110 2'-O" 2'-6" 3'-6" 4'-&.. T-6" 1'-s" 2'-6" 3'-6" 5'-6" s•-6~ be it minimum of 60% Attach per the table. two 8d(0.113 x 2Y') Tight fit 210 r-0" 2'-6" T-s" F-O" 8'-o" T-o" 3'-0" 4'-0" 6'-6" T-6" of joist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or g (gap at bottom flange) 9) 230 2'-6- 3'-O" 4'-0•' 5%6" 8'-6'p flange with face mount hangers). an' Nailing Requirements r-o" 3-6" a'-6" T-s" T-6^ alternating sides.Clinch nails gledger i5Q 2Y"screws, Depth Minimum Web g q 3so 3'-0" a-o~ 5-s' 6'-s' 9'-0" 3•-0~ 4'-6" 5'-s" 7-s' 6'-0~ Clinch nails when possible. ox5 i� TJI®Joist Series Number Nails 560 3'-s^ s-o' s'-o' T-s° 10'-0~ 4'-0" 5'-6" 6'-6- 8'-0" 9'-0" when possible. See fastener � ® �31 �a�a� typical (in.) Stiffener Size Type '• 1Ye' TJ Rim Board or 1Y4" BSc End Intermediate 110 1'-0- 1•-0" 1'-6~ 2'-6^ 4'-0- 4'-6" 8'-6" 1•-0" 1•-6" 2'-6" 4•-0- 7'-0' T-O" 9'-6- W q i table below.Maintain ® �Q 5 „ 5 t„ 210 1'-o" 1•.0'• T-0" 3%0" 4'-6" 5•-0- 9•-0'• 1'-0- Z-0" T-0- 4'-6" 6'-0- 8'-0- 10•-0"-. or 1Yz"TimberStrand LSL. 110 All x 2Ys" 8d 11� 230 1%0" 2'.0- r-s" 3•-6" 5•-0" 5'-6" 10•-0" r-o- r-s" 3-s^ s-o^ a'-6^ 9'-0" ,o'-s° 7o mount '• - 2"distance(minimum)from ,., P edge of ledger to fastener. 210 All 3/a"x 25/,s""' ^ 9 g "' 360 2'-0" 3'-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" 7-0" l;J hanger i �" Option#2: 230&360 All Z8"x 2%s'(+i (0.113"x 2Y") 3 3 660 r-6" 3•4' 4-6" 5•-6" 8'-0' 8'-6. 12'-0" T-0- 4'-6- 6%0•' 8'-0~ 10'-6" 11'-0" 12•-O" 7 i Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping installed at Y 16d 110 1'-0" 1'-0" 11-0" 1'-0" T-O" 2'-6" 4'-6- 8'-6" 1•-0" 1•-0" 1'-0" 2'-6- 5'-0- 6'-0" 9'-0" 12'-0" Z W Face mount Backer block Yz'Through bolt joist-span locations using two 560 All 2x41'' 210 1'-0•' 1'-0. 11.0. 1'-0" 2'-6• T-0^ 6-6• 9%6" 1•-0" 1'-0" 2'-0" T-6" 6'-0•' T-0^ 10'-0" 13'-0" both sides of web Rim Board Material Y"lag bolt Y"Through bolt with Air Space (0.135"x 3Y") 14" 230 1'-0" 1•-0" T-0" 2'-0- T-6^ 4'-0" 8'-o" 101-6- T-0" 1'-0" 2'-6" 4•-0- 6'-6" T.6" 11•-0" 13•-6" hanger ; 2Y"screws per joist,typical 18, 4 4 360 1'-0" 1'-0" Z-O" T-6- 5•-6" 6•-0•' 8'-8. 12'-6" 1'-0" 2'-0" 4'-0" 5•-6" 9•-0" 10'-0" 12'-0" 14'-0' T with single TJI®joist 1Y"TJ®Rim Board(3) 480 695 � _L_ Web stiffeners required if sides of 1 4'TimberStrand LSL 610 725 615-^> Option#3: 560D 20 2x4-" 16d 5 5 56o r•o" r-o" r-s" 3'-6' S-s^ s'-6" 9'-s^ 13'-s" r-o" 3'-0^ 5'-0" T-o" 10'-0~ v-o^ 13'-s~ 15-0^ 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-8" 5'-0" 8'-6" 1'-0" 1•-0" 1'-0" 1'-0" 3'-6" 4-6" 8'-6" 11--6-.16-9- 6, H1 hanger do not laterally support at With top mount hangers,backer block required only 1 y"Timberstran LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3Yz") 6 11n/ O H2 H3 24"(3) 6 13 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0 1'-0" 3'-6" -0^ 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" LL least W of TJI®joist top flange for downward loads exceeding 250 Ibs or for uplift O (1)korrosion-resistant fasteners required for wet-service applications. PB1 When S ecEified on the la out, One Of W 16" 230 1'-0^ r o^ r-o" r-o' r-s^ r-O~ a-o- s'-6" 1 r-o^ r-o~ r-o^ r-o^ r-s- 5-0" s'-o" 1o'-s" ,3-s" 16'-s" W conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined in accordance with ASTM D7672. O p layout, O (1)PS1 or PS2 sheathing,face grain vertical O 3 1Y"TJ"Rim Board is allowed with joist depths<_16"only. the br'acingy options above is required 360 1'-0- 1'-o- 1•-0" 1'-a' 3'-0" 4'-0" 6•-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-s" 13'-0" 14'-6" 1T-0" 9001,Weyerhaeuser Installation Guide for Floor and O 6 i P Y P q (2)Construction grade or better 5so r-o" r-o" r-0~ r-o" r-s" 3'-s" 7-4- 1r-o~ 1s-o^ r-o" 1 a'-0- 5'-6" 9_W' 10'-0" 1T-6~ 14'-&' 18'-0" Roof Framing, 7J-9001. (4)MaximumY2"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists a' 6 T 6" 2'- 1z• 16%" a• 6 T 6' 10• &-o 1a-6 1s/ O W 12" BEAM DETAILS FASTENING of FLOOR PANELS 360 ,'-o" 1'-a. ,'-s' T-0" 6'-0" 9•-0•' 14'-6 1•-0" 4'-0" 6'-6" 9'-0~ ia'-s" ,s'-s" ,s'-o" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 5so 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'6" 1s'-6" 18•-0" 19•-s" ``} TJI 11)Izj Rim Board 1y4" TJI®Joists 110 210 230 or 360 360 560 560D 360 r-o" r•0' r-0- r-0- T-0- 6•-0. 1r-0" 15'-O" 1'-0" r-6" 4'-0" T-o" i2'-6" 16'-6"'19•-0" 20'-6" _J /Nail Size 110,210, 360 and • TimberStrand®LSL TimberStrand®LSL Microllam® Parallam® 20 560 r-o- r-0" r-0" r-0- r-6- 5-6" ll'-6" 16-6- r-0- T-O^ 6'-0" 8•-s" 14'-0" ir-6' 19'-0" 20'-6" MM BEA4RING FOR DOOR BEAM TO BEAM BEARING AT 1Ya"TJ or wider LVL PSL Depth 9Yz"-11,/a" 14"-16" gYz"-11'/e'• 14"-16" 9Yz"-11,/a' 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. W BEARING AT WALL and 230 560 Rim Board 1Y4' 1Y2' s 3 • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. OR%WINDOW HEADER CONNECTION CONCRETE WALL 1Y"TJ"Rim Board or Strap pear code if top plate 8d(0.113"x 2Y2"),8d(0.131"x 2Yz') 4' 3" 6" 4'• 3" 3" 4" 4" Filler Block 11► 2x6+W 2x8+/ 2x6+Y' 2x8+Y" 2xl2+& Two Two Two Four VV x 15" .I 2x6 2x8 • Tables are based on uniform toad tables in current design literature. I • ® 10d 0.148"x 3",12d 0. a 6" 4' 3" 3' 5" 4' (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located Q 1Y4 or 1 Y'TimberStrand is not continuous over ( ) ( 1a8"x 3Y,") a"1► 4•'13► � , LSL or blocking for lateral header 16d(0.162"x 3Yz'") 6" 6" 16"14) 6"15) 6"js) 6"Is► 8"1°► 6" Cantilever Filler 2x6 2x10 2x6+38„ 2x10+W 2x6+Yz" 2x10+Y2" Not at the center of the joist span provided that no other holes occur in the joist. r , support 1 s (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable /''V0 L< ( )Stagger nails when using 4" steers spacing and maintain%"joist and panel edge distance.One row of fasteners is .WVhen f ste er abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES Headers and Beams L.J.. f Strap per Code if top panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.WVhen fastener spacing for blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block(1) LU plate is not continuous 1 „ (Detail F1 /e or/ /, or/ '/a or 1 Net 2x6 2x8 2x12 Two/, x 15 ® J W - {2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/: and staggered. �.55E TimberStrand LSL Headers and Beams over column , „ or H2) sheathing 2 diameter f th ~ . •• (3)With 10d{0.148'x 1/z)Halls,spacing can be reduced to 3"on-center for light gauge steel straps. x lame er o e - Q Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimizes splitting). Filler (0.131"x 3 z") I- • '• � P 9 p g)� Nail Size (0.131"x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer . (0.131 x 3") Column Face mount Protect untreated (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). 32 50 Y depth Allowed hole zone wood from direct Nail Filler hanger ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered ddrawings supersede 15 contact with recommendations listed above. Quantity(2) Backer 15 15 L1 L2 concrete ■Maximum nails spacing for TJI oists is 18"on-center. - ----- -- ----- - O L3 See current Weyerhaeuser a ®. . , If necessary, L O O - ■14 ga.staples may be substituted for 8d(0.113"x�")nails if minimum penetration of 1' Into the TJI joist or rim board is a3chieved. ( ) ry,increase filler and backer block height for face mount hangers and maintain gap at top of joist;see detail W.Filler and backer block ° ------ -------- literature for framing connectors dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). ° 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2%x nail diameter or Ya",whichever is greater. (2)clinch nails when possible. ■Nailing rows must be offset at feastYz"and staggered. Header,or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Instaallation Guide for Floor Depth Hole Size and Roof Framing, TJ-9001. 9Ya'�9YF 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" Ilk-' 11'/e" 3%" Fiastener Installation Requirements cantilever and end bearings b blockinge TWO joist floor framing does E1 g y 1a"sits" d h Piece #of Fastener ,/ g panels,hangers,or direct attachment to General Notes See illusrtration for allowed hole zone V�dth Plies T eni Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. yp g p g q • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3(2) sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. • Round holes only 12" fade so they fall halfway between • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d Waits 3Ya" 2-" One side fasteners on the first side. Screws 3%"or 3Y" 2 24" H2 Other Trus Joist® Headers and Beams 10d nails 3" 3-'i CA 12" Both sides Rim board joint LI.I 12d-16d nails 3 Y4" 2-" DO NOT bevel cut joist E2 Microllam® LVL W Z 3 „ 3 3 beyond inside face of wall. O between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL �/ 1/ 3/"or 3Y" Both sides 3. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth ry Screws 2 24" Load must be applied evenly across 5" One side entire beam width.Otherwise,use face of support member, largest hole(minimum) �-- Verify column capacity 10d nails(" 3" 3(2) connections for side-loaded beams. Oand beam bearing 12" One side holes in headers or beams L5 12d-16d nails-" 3 Y4' 2('> (per ply) - DO is in cut,notch or aril! '^ length.See current 4 d - - ----I exkcept as indicated in Weyerhaeuser literature. 5"or 6" Both sides •• ° L--- ---Jflo o ° illuistrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to ° 0 6%a" One side L6 form a header or beam of the required size,up to a TJI®rim joist ••,• CS Z Microllam® LVL and Other Trcus Joist®Beams W 5"or 6" Both sides maximum width of 7" 1Y"TJ"Rim Board or Parallam®PSL Screws 2 24" L3 Header kor Beam Maximum Round I-• 3Y" 2 6 Y4" One side A2 1Ya"or 1 Y"TimberStrand®LSL. allowed hole zone Derpth Hole Size iJ Q W mfddleY span 4X" 1" W Yz"bolts 8" 2 24" - 5}!2" 1%" � N (11)10d nails are 0.128"diameter, 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4"-20" 2"COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See illusitration for Allowed Hole Zone d (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON ) • Round holes only COLUMN CAP NAILING AT BEARING FLOOR L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. Revisions No holes in headers or beams in lank orientation. No. Date Description I 1Y8"TJ"Rim Board or (Load bearing wall above) P or 1 Y"TimbetrStrand"LSL. Joist may be shifted up to 3"if Use B1 o)r B2 at ( ) P WARNING1 11/22/22 FOR PERMIT One 10d 0.128"x 3" floor panel edge is supported intermediate bearin s FO One 8d(0.113"x 2Y") nail into each flange e4 9 and span rating is not exceeded. 2 nail each side. Drive Do not cut joist flanges. with load blearing or Joists are unstable until braced laterally nails at an angle at braced/shtear wall 3 P1 least%"from end. Plumbing Drop Bracing Includes: End of joists from albove • Blocking •J g Sheathing -/-/ Strut Lines 3Y"minimum at centerline O • Hangers • Rim Board • Rim Joist 5 --/--/-- COLUMN BASE 1 4"minimum emd bearing intermediate bearing Also see detail B2 of support L2 - 1 single-family aplplications 5y"may be required for maximum H1 Shear transfer.Connections equivalent capacity 0 y _ Designed By NM to floor panel najiling schedule B�bP tit d Drawn By : NM Rim to TJI®Joist o r•;;:«: ::'.''." :'; 1Y6"TJ®Rim Board, ® o • / DO NOT walk on joists DO NOT walk on joists DO NOT stack building �.;,�:•:,, ® TJI 660 rim joist:Toe o until braced. that are lying flat. materials on unsheathed Checked By : AA 1Y"or 1 Y"TimberStrand LSL. Additional joist is required if / Y g or TJI"110 rim joist: nail with one10d each i x 3 f floor panel edge is unsupported J 4 o \ , / INJURY MAY RESULT. joists.Stack only over nails,one each side of p2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. •' a . Exterior Deck WARNING NOTES: beams or walls. TJI Joist flange TJI 560 - ' • o each flange LA DO NOT use sawn " o Lack of proper bracing during construction can result in serious TJI®210,230,and 360 rim joist: floor joist Attachment g • .•. -•: �: ..{ lumber for rim g One 16d(0.135"x 3Y")nail into INSTALLATION TIPS • ° ' o Structural board or blocking, accidents.Observe the following guidelines: Date: 10/26/2022 ELEVATED -. ` sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. COLUMN BASE each flange. •Subfloor adhesive will improve floor performance,but o o as It may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.Tlhis can also be Scale: AS NOTED 1%"minimum bewrin With depths>16",use TJI 360 rim joist. after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end)of the bay. g may not be required. p Locate rim board Joint between joists. Top View o Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. j J Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such,as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI" 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI"joist(with web stiffeners)is not a substitute concrete 1Y"knockouts o H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. +':j:=•;� 1Ya"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. .:'` ~�' 1Y"or 1 Y"TimberStrand"LSL. 12"on-center •' ••••••••`•::��:r' two 8d(0.113"x 2Yi')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paimt and/or coating on this ■Ils • •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known tm the state of California 302 Optional partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit .cominform. P3 non-shrink plumbing or HVAC. ® Bearing plate to be See framing Ian d applicable) ""' flush with inside face grout One 10�d 0.128"x 3" nail each Drive Waifs at an 9 P (• pp•cable)or of wall or beam SUSTAINABLE ( ) angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). FORESTRY 9 A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist acre registered trademarks of side cof member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum INITIATE minimum from end end and intermediate bearing lengths. ww WeyerhaeuserO Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. eet#Certified sourcing SW ' � aria■■ September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framin TJ-9001 and the Deep Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. i ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x 34") nails. Connect rafter to valley with 16d(0.131"x 3Y4")nails per table below. Ridge Connection • • Dormer Framing ® TimberStrand®LSL rafter 1x or 2x_ceiling joists TimberStrand LSL or four 16d 0.131' x 34 nails lateral bracingat 48' Four 16d(0.131"x 3Y4")nails ela__ a Toenail vvi th ( ) Attach blocking to Microllam®LVL ridge board each side„ or four 16d(0.131"x 3Y4")nails at each end of strap/cleat through ridge into rafter rafter with two 16d on-center or as specified DI L�rid r0 (0.131"x 3Ya'")nails p Y ;,�;`G`'=``-�` Andrews Toenail hi /valle to Sheathing or other lateral post with three Header joist see plan �--- E n g i n e e r i n g ® bracing as required Hip member or Toenail header to rafter with four 16d(0.131"x 3Y") TimberStrand valley beam 16dnail (0.1 s de 3Ya ) nails from each side, or use a hanger for reactions 158 County Rd. 39, Suite 10 LSL rafter Lateral blocking per } exceeding 500 lbs. See Framing Connectors tables i in Weyerhaeuser RooF S Southampton, N.Y.11968 code or for lateral y System Guide,TJ-9005 for wind requirements TimberStrand®LSL Sloped bearing surface g P Office: 631 259-3959 hanger capacities. ( ) ceiling joist Attach post to bearing wall or Beam or ceiling joist Info@DiLandroAndrews.com ® 2 times joist spacing, beam with three 16d(0.131 x g A23 or A3 clips each side. 2x TimberStrand LSL plate 3Y4")nails per side sized to support post (Addresses lateral load only, (connection design may be minimum not intended for wind uplift.)* required, contact your Professional Seal 3"maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Attach plate to rim with Structural sheathing Rafter-to-Valley Connection to resist wind forces in high wind zones Rafter Roof Snow Load ,��OF NEtN Y 9 16d(0.131"x 3Y4")nails On-Center Rafter 30 LL+15 DL 50 LL+15 DL 80 LL+15 DL P NENRY �9 at 12"on-center Span Spacing Number of 16d(0.131"x 3 Y4')nails required 0�' O Minimum Ridge Boiard Depth 6' S 5 5 _ �"a m cc Rafter Pitch *Angle Clips Rafter 4:12 to 9:12� 10:12 to 11:12 12:12 Han er Nailing 18, S 6 8 16" �� 4' YP P g Rafter Connection for Thrust: 9720 g Cli 18' 6 9 12 See plan for member Size Ridge Board Sizes Type P To Plate Rafter/Ceiling Joist FO O � 24' 8 12 * A 2x6 2x8 2x10 2xl0 Simpson A23 10d x 1Y" 10d x 1Y" •For lap connection nail quantity requirements, see Rafter Span and Heel Ceiling outlookers 6' 5 5 7 9�FESsl Strong Tie® Connection Tables in Weyerhaeuser Roof System Design Guide TJ-9005. 2x8 2x10 2x12 2x12 � at hip end 12' 6 8 11 USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24" 2x10 14" 14" 14" R �, �� 18' 9 13 R " 22 Connectors® A3 10d x 1Y 10d x 1Yz -If 8-15 nails required, use two A23 or A3 clips, each side. 20 2x12 14" 16' 16 24' 12 Open, see plan R T Contact your Weyerhaeuser representative for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter Hip/Valley Low End Sloped hanger (slopHip/Ridge/Valley/ Post Detail Hip member or pitches are wed if roof) W Sheathing or other lateral valley beam pitches are unequal). W 3"Maximum rafter bracing as required TimberSt®and®LSL or Notch TimberStrand®LSL Hip/valley Hip member seat cut overhang, Microllam LVL ridge board depth d Depth of hi /valle 9 hip/valley to sit on post P ( ) P P Y (minimum of 75%of original at seat cut(y). z W member depth must remain). ,See table below Toenail hip to ridge with five ridge-to-hip Ridge board.Toenail 16d(0.131"x 34") nails. 16d(0.131"xw3Y4")ith four G nails TimberStrand®LSL Connect rafter to R W W Attach blockingto rafter with ceiling joist valley using 16d 27 9J two 16d(0.131"x 34")nails (0.131"x 3Y4")nails(2) W 16d(0.131"x 3Ya")nails iAttach hip/valley member to plate LL for heel/lap connection* Post or bearing wall iwith three 16d 0.131"x 3Ya" nails Valley beam. Connect to hip O Lateral blocking per code or ( ) for lateral wind requirements Toenail ceiling joist to top plate I per side member with sloped hanger. 0n/ with two 16d 0.131"x 31/4" nails Hip/Valley Depth n W m To�.,nall rafter to top plates with ( ) Contact your Weyerhaeuser representative for sizing of a hip „ , Minimum Percentage of Original Hi alleyDepth REe uired or Valle with a point load. _J three 16d 0.131 x 3Y4 �nails y ( ) TimberStrand®LSL rafter Member Ty TimberStrand®LSL Microllam® LVL (1)See Framing Connectors in Weyerhaeuser Roof System Guide, Q J Hip Member I 30/0 50/o O *For heel/lap connection nailing see Rafter Span and Heel Connection KR O Valley Beam so�io 90% TJ-9005 for hanger capacities. _ Q 21 Tables in Weyerhaeuser Roof System,Design Guide,TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 (2)See Rafter-to-Valley Connection table in Detail R26 above. -� �-Lli ROOF DETAILS General Notes AQ ►erhaeusec Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-1 4"or 1 2' 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger TimberStrand LSL rim board Beveled web stiffeners required on 2x4 one side.Use 2x4 both joist spacing is greater than do not latterafly support at least Ys"of the both sides.Cut to match roof slope. INTERMEDIATE BEARING d sides joist "on-center. �" spacing p 24"on-center. Tile joist top flange.Also see framing plan. Blocking panels or shear blocking maybe Two rows 8d D�"`�� greater than 24 Web Stiffener required on specified for joist stability at intermediate supports (0.113"x V2")nails �.N 1 F d' Shear blocking- both sides at R3W ONLY at 8"on-center 1 i5" M' ® 7 1)e"TJ Rim Board, Web stiffeners® R7S with slopes greater than 3:12.See nails at 8" required on both Twist strap and backer block required at 10d(0.128"x 3") � %"or 1y' 'T'imberStrand r ®j Variable slope seat Birdsmouth cut tSLorTJI joist. sides at R7W ONLY connector must not Nailing Requirements at Bearing in on-center r TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor �-- Web Stiffener required on and Roof Framing,TJ-9001. ' both sides at R1 W ONLY must bear fully on face of plate. Beveled 2x4 block W plate. An Beveled 2x4 block with Z p" J W Z +� `Y adjacent span maximum 2 . Beveled bearing beveled web stiffener on �R` i P ��� late required when A �a� Beveled web stiffeners required veled bearing plate a 2x4 block for soffit support P q 2�`�� opposite side of web on both sides required when slope O R7 tR7 slope exs 16"a:12 aexceeds Y4:12 R3 R3W R5 R7 W R7S is allowed only with joist depths< 16" R8 Rg BIRDSMOUTH CUT allowed at low end of joist only (/) O BIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowed at low end of joist only Y adjacegnt span maximum 0 R1 CR1WV � W W C) W Filler block:Attach per the table belo,)w. 0 (V Clinch nails when possible. Backer block:Install tight to bottom r P flange(tight to top flange with top mount EL LSTA18v hangers).Attach per table below. LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 NO. Date Description 1 11/22/22 FOR PERMIT Strap nails: 2 Leave 2Y"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance X Y Y 3 --1--/-- --� 2x4 one side.Use 2x4 both LSTA24(Simpson Strong-Tie or USP Double joist 4 --/--/-- LSTA18(Simpson Strong-Tie®or USP Structural Connectors)strap with twelve Variable sfopee joist hanger.Beveled Field trim to match joist depth c outer edge Y sides if joist spacing is may be required 5 1-4-4- Structural Two rows 8d(0.13"x:�") r Connectors® strap with 10d 0.148 x 1Yz")nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. .0 6` greater than 24"on-center. ) P ( q q Use 1 y"TJ®Rim Board with depths<_16". Y when L exceeds L nails at 8"n-center � � 1 twelve 10d(0.148"x%")nails slopes greater than 3:12 p Y joist spacing 1 y" Additional blocking _T may be required for Additional blocking TJI®Depth, D TileFlange Bldo a Nail L - = may be required Width TYYP Size Quantity Allowed hole zone shear transfer Y q Y Beveled web Designed By : N M for shear transfer. F=iller 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each less than 3Y" ® Drawn By : NM Strap nails: Filler\ 9Y"<Ds16" Baacker IOd(0.128"x 3") 10 /as required side of TJI joist Leave 2%"minimum Filler 16d(0.135"x 3Y") 10-each side Yz web Checked By : AA Beveled 2x4 block. Strap nails: 3y2" Second beveled web end distance Leave 2Y8"minimum Baacker I Od(0.128"x 3') 10 y 2x_overhang. Notch Tile joist flange must stiffener required on end distance Filler 10d(0.128"x 3") 15 around TJI®joist to bear full on late. less than 3X' 1 P Y P opposite side at R10W only. Double beveled bearing plate Baacker 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must nots- 0" Variable slope joist hanger. 16"<D<_20' Z- � when slope exceeds F�filler 16d(0.135"x 3Yz") 15-each side overhang inside face of a�`� Beveled bearing plate required Beveled web stiffener 3Y Baacker 10d 0.128"x 3" 15 For Tilejoists with slopes of 10:12 to 12:12,the vertical depth of plate. Date: 1 O/26/Z022 R` required each side. ( ) shear blocking at bearing will require 1y"Tie Rim Board or 1%"or when slope exceeds J/:12 Web Stiffener required on O F=iller 16d 0.135"x 3Yz") 25-each side O ® O O Scale: AS NOTED ' R10 COV R14 R14 both sides at R14W ONLY H5 H5 20"<Ds 24" 3��� ( Sg 1Y"TimberStrand®LSL that is one size deeper than the Tile joist. O gC BIRDSMOUTH CUT allowed S H5S Is allowed only with joist depths< 16" Baacker 10d(0.128"x 3") 15 DO NOT use 1y"Tie Rim Board with 18"-24"Tile joists or in at low end of joist only H6S is allowed onllly with joist depths:516" vertilation-hole applications. H6 S For filler and bac:ker block sizes see Weyerhaeuser TJI® Joist Specirier's I Guide,TJ-4000 Ax Weyerhaeuser Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paiint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit wy.com/inform. SUSTAINABLE FORESTRY INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are relgistered trademarks of Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# .-F eta000s October 2017 Reorder TJ-4014 I STEEL COL., SEE PLAN CONNECT FLANGES 0'4" TO PLATES W/(4)-3/4"0 i Mir `'N (2)-314"0 F1554 GRADE 36 J"x12"xBEAM GAUGE A325 SLIP CRITICAL FULL PEN BOLT NAILER TO BM.W/J"O Di La nd ro b 0-111 0 1/4 ANCHOR BOLTS W. 12" STEEL PLATE 0'-12" BOLTS TYP. THRU-BOLTS AT 2'-0"O.C. Andrews EMBEDMENT AND 3"HOOK STAGGERED ACROSS BM. WEB ' --� =° E n g i n e e r i n g CENTER'. 3"THICK BASE PLATE ON (2)-ROWS '0 THRU BOLTS AT 16" LINE O O — a O.C., STAGGERED AT 8"O.C. 2X NAILER(S) 158 County Rd. 39, Suite 10 "THICK LEVELING PLATE TO MATCH BASE PLATE Z 5/16 I ( O Southampton, N.Y.11968 W TYP. I I O Office: (631) 259-3959 '4 DIMENSION ON '5 EXTERIOR FACE OF - 1 "NON SHRINK GROUT w w 0 1nfo@DiLandroAndrews.com FOUNDATION WALL m o rM FOUNDATION WALL,SEE CEN fER PLAN AND DETAILS FOR BEAM #OF 4"A325 S.C. MOMENT 0 LIt�IEE REINFORCEMENT SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) Professional Seal W8 4 16 PLAIN ELEVATION W10 4 20 I I PLATED SINGLE I I PLATED SINGLE �OF NEW 6 31 I I CONNECTION W/j" I I CONNECTION W/2' �P NENRy Yo, THICK PLATE THICK PLATE TYPE 1 BASEPLATE W12 6 37 I t"xFLANGE STEEL COL., SEE PLAN 8 50 I WIDTHx6�' PLATE I ( ~ Y l s 0 0'-111" rv� (4)-3/4"0 F1554 GRADE 36 cc 4 28 I I I I FULL PEN STEEL BEAM, SEE PLAN FOR SIZE. \ 1/4 ANCHOR BOLTS W. 9 W14 6 43 PROVIDE LVL BLOCKING RIPPED TO �' 497201 FIT SNUG BETWEEN BEAM FLANGES �A O O I I EMBEDMENT AND 3"HOOK 8 57 I I I I 9�FESSIONP� CENTER!+ a'THICK BASE PLATE ON LINE O O o 4'THICKLEVELINGPLATE TYPICAL STEEL BEAM PAD OUT AND NAILER TO MATCH BASE PLATE w 3 S-400 DIMENSION ON g SCALE: 1-1/2"= V-O" `t -4' 0'41 1 "NON SHRINK GROUT w w BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION o m o FOOTING, SEE PLAN AND DETAILS FOR CENT rER REINFORCEMENT LINEE PLAIN ELEVATION 2 TYPIICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 BASEPLATE S-400 SCALE: 1-1/2"= V-0" STEEL COL., SEE PLAN STEEL COLUMN,SEE PLAN 0'-51" 3„`"�,`" (2)-3/4"0 F1554 GRADE 36 2 0-24 b 1/4 ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK 1/4 CENTER o O THICK BASE PLATE ONLid DINE a'THICK LEVELING PLATE O (2)-R 9x3/8x0'-3", TO MATCH BASE PLATE w = (2)-1/4"ANGLES —� I WITH(2)-HOE S FOR f" 0'-1�" DIMENSION ON F I I Q THRU-BOLTS N`r 1, 1 NON SHRINK GROUT 2 Do- (3)-3/4"0 A325 BOLTS CENEER W W 0 4 m p FOUNDATION WALL, SEE (2)4"0 A 325 BOLTS AT W8'S 21 PLAN AND DETAILS FOR _ REINFORCEMENT 0-F8- 0 LI�EE I (n (3)-3/4"0 A325 BOLTS .I SINGLE PLATE PLAf�V ELEVATION CONNECTION W/3, k 9x3/8xBEAM O TYPE 3 BASEPLATE THICK PLATE WIDTH+2" W (2) BOLTS W/W8 Q j TYPICAL STEEL BASE PLATE DETAILS � I LVL BEAM W 1 1/ W S-400 SCALE: 3/4"= V-0" I ( J R 3x3/&xBEAM 1--- BOLTED DOUBLE ANGLE WIDTHI+2" F- CONNEC'TION AS PER AISC (2)-1/2"0 A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH CWIDTH, DEPTH TOMAOHKING; SCREW@"O.C. OR ELATED 4 TYPICAL STEEL BEAM CONNECTIONS JOIST/RAFTER APPROVED EQUAL. TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN MINIMUM (2) PER BLOCKING S-4©0 SCALE: 1-1/2"= 1'-0" 5 MEMBER/IT S-400 r Lou= b a r L3x3x1/4 TUBE POST W WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF (� Z RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR SIZE&SPACING SIZE&SPACING STEEL BEAM, TOP OF STEEL BEAM SEE PLAN FOR SIZE � AND LOCATION BOTTOM OF STEEL BEAM, _ a- A A �-- PROVIDE(2)-3/8"STIFFENERS z0) (ONE EACH SIDE)AT ALL O 1 STEEL BEAM W PIPE POST TYP.AT TOP GIRDER BEARING POCKETS 8" —�--Q U C) W AND BOTTOM PROVIDE 1/2"SHIM WHEN BEARING, 3/16 TYPICAL -� BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED SHEAR OR PARTITION WALLS ARE 0 �n FILL POCKET SOLID BOLT LAYOUT DETAIL A-A LOCATED ABOVE BEAM W c- V WITH CONCRETE 0- (2)-ROWS 1/2"0CDUNTER-BORED,A307 BOLTS„ SUBFLOOR PLAN AT PIFPE PLAN AT TUBE AT 16"O.C., STAGGERED AT 8"O.C. NOTE:AT TJI IFRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH+6" ¢ iv Revisions W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK _ _ _ _ _ _ _ _ _ _ . _ No. Date Description 2"MAX SHRINK GROUT —-—- T.O. JOISTrh 1 11/22/22 FOR PERMIT L3x3x1/4 SOLID FULL DEPTH BLOCKING; - AS REQUIRED FOUNDATION WALL % 2 "/--/'- '--- - T.O. STEEL 3 --/--/-- ---- 5 -/-/-- ---- PIPE/TUBE POST tiN 1"TYP. Designed By : NM WOOD FLOOR JOISTIROOF RAFTER 1/4 Drawn By : NMChecked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK Q TJI/LVL FLOOR JOISTS THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) . �— 4"TYP. (OF 8"AND 10"WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Date : 10/26/2022 BEAM BLOCKING TYP. NOTE: ,*,#` M1U @ FLOOR FINISHES. FLOOR FINISHES) Scale: AS NOTED 3/16 @ 8"WALL DEPTH, PROVIDE FUILL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM A - A 7 BEAM POCKET DETAIL 8 TYPICAL LVL/TJI TO STEEL MEMBER iiiiMl 400 6 TYPICA. STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS s-400 SCALE: 3/4" = 1'-0" S-400 SCALE: 3/4"= 1'-0" S-400 — SCALE: 1-1/2"= 1'-0" Sheet# Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 . Building Permit Revision 04/08/2024 n.. Notes 1220 Ninth Street Greenport, NY Permit Revision 04/08/2024 it Seal&Signature: ARc �5 5, DePq S�gTF �345a5 y�Q� OF NEB GDP 1220 Ninth Street Cover 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY'10017 212.634.9384 AOOO i NOTE-ILEGEND AND SYMBOLS Project Info DRAWING SHEET INDEX Dwg No. Sheet Title 10/02/2023 04/05/2024 Revisions 00 GENERAL A000 Cover 0 No. Issue Date SUPPLY AIR DIFFUSER Project Address 1220 Ninth Street NEW YORK STATE ENERGY CONSERVATION A001 Drawings Index=a:;: :� Concrete-Cut Green port,NY 11944 01 Building Permit Submission 03/17/2023 RETURN AIR p CONSTRUCTION CODE COMPLIANCE STATEMENT A002 General Notes 02 Building Permit Revision 04/08/2024 Earth-Crushed Stone ZoningDistrict R40 A003 Energy Conformance m THE PROPOSED BUILDING REPRESENTED IN THIS �r Single Receptacle DOCUMENT IS CONSISTENT WITH THE BUILDING Notes Project Description New Single Family Residence and Pool PLANS,SPECIFICATIONS,AND OTHER 02 ARCHITECTURAL Earth-Gravel CALCULATIONS SUBMITTED WITH THIS PERMIT Duplex Receptacle APPLICATION.THE PROPOSED SYSTEMS HAVE A052 Sky Plane Diagram L—� Lot Area 71,004 sf BEEN DESIGNED TO MEET THE NEW YORK STATE A053 Site Plan and Zoning Earth-Disturbed Lot Dimensions 110'x 554.39' ENERGY CONSERVATION CODE REQUIREMENTS. A100 Basement Plan GFCI Duplex Receptacle-GFCI Total Coverage 17,455 sf SEE ATTACHED RES CHECK COMPLIANCE REPORT ON SHEETA003 A101 Level 01 Plan Quad Receptacle Earth-Undisturbed A102 Roof Plan A120 Level 01 Basement RCP WP/ Weatherproof Receptacle Zoning Information A121 Level 01 RCP GFCI p p Finish-Concrete Allowable Proposed I Complies Code Reference A130 Basement Power Plan R Range Receptacle - - A131 Level 01 Power Plan Finish-Grout Lot Area 71,004 sf 280 Attachment 3 A200 Exterior Elevations Buildable Area 49,454 sf - - 280-4 DW Dishwasher Receptacle Lot Coverage 49,454 .2=9,891 sf 8,822 sf Complies 280 Attachment 3 A201 Garage Drawings " Finish-Gypsum g p A210 Window Schedule ® Floor Mounted Receptacle-Double 100+(059, 5 A300 Building Sections 5, . = 620 sf Complies 280-207 A301 Building Section Finish-Plaster Gross Floor Area 5,572 sf 2' ® Floor Mounted Receptacle-Quad Basement - ((2,589 sf) - A400 Wall Sections Insulation-Fireproofing First Floor - 2,620 sf - A401 Light Well 4 Switch h'4 A402 Exterior Basement Stair �" " Principal Building Zoning Setbacks A410 Exterior Details D 2-Way Switch Insulation-Mineral Wool Front Yard&Primary Front Yard 50 ft 175.5 ft Complies 280 Attachment 3 A411 Exterior Details Secondary Front Yard 35 ft - - 280 Attachment 3 A412 Exterior Details SS Smart Switch Insulation-Rigid Side Yard 15 ft 20 ft Complies 280 Attachment 3 Both Side Yard 35 ft 50.3 ft Complies 280 Attachment 3 A413 Exterior Details D Dimmer Switch Masonry-Brick Rear Yard 50 ft 105.5 ft Complies 280 Attachment 3 02 Structural K Keypad Principal Building Height 35 ft 16.7 ft Complies 280 Attachment 3 S-000 General Structure Notes yp Masonry-Concrete Block S-100 Foundation Plan C Combo Switch Accessory Structure Zoning Setbacks S-101 First Floor Plan ® Masonry-Stone Cut Side 20 ft 25 ft Complies 280-156 S-102 Second Floor Plan Q TV Connection Rear 20 ft 368 ft Complies 280-15B S-200 Foundation Details (T�V ��1L�lll Metal-Steel Accessory Structure Height S-201 Foundation Details • -r' Smoke Detector ry g S-300 FramingDetails Proposed 22 ft 16.1 ft Complies 280-15A S-301 Framing Details Wood-Cut S-302 Typical Floor Framing Membrane Waterproofing Wetland Boundary Setbacks S-303 Typical Roof Framing Residence 100 ft 105.5 ft Complies 275-3D S I M Wood-Face Driveway 50 ft n/a Complies 275-3D S-400 Steel Details 1 Elevation/Section Sanitary Leaching Pool(cesspool) 100 ft n/a - 275-31) A101 Wood-Plywood Cut Septic Tank 75 ft n/a 275-3D 7 Spot Elevation(Elevation/Section) Spot Elevation(Plan) T.0.!SILL Elevation Marker 0),-0" 101 Rosom name Room Name,Number,Area 150 SF 101 Door Tag Project Team < Window Tag 1i Partition Tag DESIGNER: ARCHITECT: STRUCTURAL ENGINEER: GARNETT DEPASQUALE PROJECTS PETER DEPASQUALE ARCH,PLLC DILANDRO ANDREWS ENGINEERING,PLLC 01 Keynote 370 Lexington Ave#407 370 Lexington Ave#407 158 COUNTY ROAD 39 New York,NY 10017 New York,NY 10017 SUITE SOUTHAMPTON,NY 11968 FOOX Equipment Tag LANDSCAPE ARCHITECT: OWNER: PROJECT PLANT BEN BENNETT,CAROLYN BENNETT 56755 MAIN ROAD SOUTHOLD,NY11971 NOTE-ABBREVIATIONS Plot Plan AFF ABOVE FINISHED FLOOR HOR HORIZONTAL ADJ ADJUSTABLE I.D. INSIDE DIAMETER ALT ALTERNATE MAX MAXIMUM - A.V.B. AIR VAPOR BARRIER MIN MINIMUM BLKG BLOCKING NIC NOT IN CONTRACT _ - E�dsting Mulch Drive BLDG BUILDING NTS NOT TO SCALE BO BOTTOM OF OC ON CENTER CAB CABINET OPNG OPENING - - ' -�cce--s5 Y i C.J. CONTROLJOINT OH OVERHEAD _ - ' Stairir Proposed I1 CL CLOSET OPP HND OPPOSITE HAND - Garage Proposed N CLG CEILING PNL PANEL -- co„rt CLR CLEAR PTD PAINTED _Sam�T 20 w Pry N i z CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD I storyy CONC CONCRETE PLAM PLASTIC LAMINATE _- ' Resider �\ CONT CONTINUOUS REQ'D REQUIRED r ( Proposed Pool DIA DIAMETER RO ROUGH OPENING W ��gM Shed i DIM DIMENSION SIM SIMILAR o 'R we11 DWG DRAWING SPEC SPECIFICATION EQUIP EQUIPMENT SS STAINLESS STEEL EQ EQUAL STL STEEL EA EACH THK THICKNESS. F.O. FACE OF TO TOP OF i 3 FIN FINISH TYP TYPICAL FL FLOOR VIF VERIFY IN FIELD GL GLASS UON UNLESS OTHERWISE NOTED m _ - - GWB GYPSUM WALL BOARD WD WOOD L _ _ _ — — Ng7o IV IT W HDWAR HARDWARE W/ WITH HT HEIGHT W/O WITHOUT Seal&Signature: D ARe Depgs'yi�. ' t ' t• � s �-7 03458'6 rF�F I\IE`N GDP 1220 Ninth Street Drawings Index As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,N`i(10017 212.634.9384 A001 General Notes Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 1.THE A.I.A IaENERAL CONDITIONS(A.I.A.DOG.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 29.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OF DESIGN CRITERIA WOOD ROOF FRAMING 02 Building Permit Revision 04/08/2024 THESE DRAWINGS,AS IF HEROIN WRITTEN IN FULL. THESE DISCREPANCIES PRIOR TO CONSTRUCTION.CONSULT ARCHITECT WORK IN ANY AREA REQUIRING CLARIFICATION.IN CASE OF CONFLICT IN DOCURE MENTS,SCEEDING WITH SPECIFICATIONS OR DESIGNED IINION IN REGIONS WHERE BASIC WIND SPEEDS EQUAL ORACCOR ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME ONST 2001.CEED 110 MILES PER HOUR ARE ALL WOOD ROOF FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM 2.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. MANUAL FOR ONE AND TWO FAMILY DWELLING WFCM-2001(PERSPECTIVE DESIGN METHOD). Notes AND REGULATIONS INCLUDING THE CODES LISTED BELOW: FRAMING DETAILS 202.0 RESIDENTIAL COIDE OF NEW YORK STATE 30.EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO OTHER SEISMIC PROWISIONS RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET PLATE AS A TIE.DEPTH OF RIDGE, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND HIP AND VALLEY RAFTERS SHALL NOT BE LESS THAN THE CUT END OFTHE ADJACENT RAFTER,AND WIDTH 2020 PLUMBING CODE:OF NEW YORK STATE SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENTTO DOORS AS INDICATED ON DRAWINGS.SLOPES OF LESS THAN 3 ON 12 REQUIRE ADDITIONAL MEMBERS FOR 2020 MECHANICAL CODE OF NEW YORK STATE 31.THE GENERAL CONTRACTOR IS TO ALARM AN TELEPHONE SYSTEMS AND SHALL ATE WITH HTE E OWNER TH OWNER'S N INSTALLATION DEPEN DENT CONTRACTORS. THE OWNER'S R WITHIN 24",AREAS OF GLASS GREATER THAN 9 SQUARE FEET AND LESS THAN 18"TO THE FLOOR. SUPPORT. 2020 FUEL GAS CODE(OF NEW YORK STATE THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO EMERGENCY ESCAPE AND RESCUE OPENINGS CEILING JOIST AND RAFTER CONNECTIONS 3.ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OFTHE RESIDENTIAL CODE OF NYS SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OFTHE PROJECT. HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER AND NAILED TO THE TOP WALL PLATE. AND THE APPROVED ELECTRICAL INSPECTOR.THE FINAL UL CERTIFICATE OFAPPROVAL MUST BE ESCAPE AND RESCUE OPENING MEETING THE FOLLOWING REQUIREMENTS: CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL 1.SILL.HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR 2.MINIIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR OPENING 5.0 SQUARE WHEN SUCH A JOISTS ARE PARALLEL TO THE RAFTERS. WHERE CEILING JOISTS ARE NOT PARALLEL TO 4.THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC PERFORMANCE. FEET) RAFTERS,RAFTER TIES MUSH BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF 2 X 4 NOMINAL (2 X 6 EQUIPMENT AS NOTED ON DRAWINGS.ALL WORK SHALL BE IN COMPLIANCE WITH NATIONAL 3.MINIIMUM OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM IF ACTING AS VAULTED CEILING).IF NO RAFTER TIES ARE TO BE PROVIDED,THE RIDGE FORMED ELECTRICAL CODE(NEC),NATIIONAL ELECTRICAL MANUFACTURING ASSOCIATION(NEMA),NATIONAL 33.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, 4.MINIIMUM OPENING WIDTH SHALL BE 20 INCHES. BY THESE RAFTERS MUST BE SUPPORTED BY A WALL OR STRUCTURAL RIDE BEAM.LOCATION AND PLUMBING CODE,AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME)AND AMERICAN SOCIETY OF GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY 5.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT ATTACHMENT OF ALL CONNECTIONS SHALL BE DESIGNED AND INSTALLED AS PER AF&PA WFCM 2001. HEATING,REFRIGERATING ANLD AIR CONDITIONING ENGINEERS(ASHRAE)SPECIFICATIONS,INCLUDING AUTHORIZED,IN WRITING,BY THE ARCHITECT. THE UISE OF KEYS OR TOOLS. ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. WINDOW CRITERIA ' 34.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR STAIRWAY WILDTH PROVIDE WINDOWS CAPABLE OF COMPLYING WITH THE REQUIREMENTS OF: 5.ALL PLUMBING WORK SHALLL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY STAIRWAYS SIHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE HANDRAIL 1.LOCAL WIND AND/OR HURRICANE LOAD STANDARDS ALL OTHER LOCAL CODES,ORIDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OFTHE STAIRWAY. 2.LOCAL ENERGY CODE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT 3.DESIGN PRESSURE INDICATED ON THE STRUCTURAL DRAWINGS WITH CONSIDERATION FOR THE BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUTTHE WORK IN STAIRWAYTRIE:ADS AND RISERS SITE REQUIREMENTS,ORIENTATION AND LOCATION OF FENESTRATION WITHIN THE EXTERIOR WALLS. 6.WRITTEN DIMENSIONS SHALLL HAVE PRECEDENCE.THESE DRAWINGS ARE MOTTO BE SCALED. ACCORDANCE ACITH OR HE CONTRACT TR OFDTOECUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS MAXIMUM RISER HEIGHT SHALL BE 8 A INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. WINDOW STRUCTURAL PERFORMANCE AND ENERGY PERFORMACE DOCUMENTATION SHALL BE PROVIDED CHARGE7.LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS.IT IS THE OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. STAIR HANDRIAILS BY THE MANUFACTURER OR BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. INTENTION OFTHE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS HANDRAIL SHIALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. PROVIDE LOW IRON GLASS FROM MANUFACTURER'S STANDARD RANGE. WILL BE ALLOWED FOR MATEFRIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. 35.ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN HANDRAILS SIHALL BE MOUNTED BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD NOSINGS. MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO 8.THE CONTRACTOR SHALL IINLVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING EXTRA COST TO THE OWNER GUARDS REQIUIRED CONDITIONS PRIOR TO THE STAART OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND PORCHES,BAILCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE FLOOR OR DIMENSIONS SHALL BE VERIFIIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE 36.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HIGH. SUPPORT RAILS FOR GUARDS SHALL BE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK SPACED AT A(MAXIMUM OF 4"APART. THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL 9.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE RESPECTS. SMOKE ALARIMS MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE HARDWIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE DRAWINGS.PROVIDED DIMENSIONS ARE SUBJECTTO ACTUAL FIELD CONDITIONS AND NO CREDITS OR 37.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. OF EACH SEP/ARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH EXTRAS WI LL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0"IN ANY MEASUREMENT. INSTALL AND REMOVE(AFTER COMPLETION)ALL TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADDITIONAL HABITABLE STORY OF THE DWELLING PER UL 217 AND NFPA 72. ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, 10.CONTRACTOR SHALLARR/ANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE INCLUDING DUST. CARBON MOMOXIDE ALARMS OCCUPANCY CERTIFICATE. CARBON MOIWOXIDE ALARMS SHALL BE INSTALLED: 38.FLASH,CAULK AND SEAL ALL JUNCTIONS OFTHE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM 1.WITFHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA 11.THE WORK SHALL INCLUDE:ALL MATERIAL AND LABOR NECESSARY TO COMPLETE CONSTRUCTION AS A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING 2.ON)ANYSTORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,SOLID-FUEL SHOWN ON THE DRAWINGS.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR SURFACES UNLESS OTHERWISE NOTED. BURNIINGAPPLIANCES AND EQUIPMENT,FIREPLACES OR ATTACHED GARAGES ARE LOCATED. PROPER PERFORMANCE OFTFHEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETYAND PROVIIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS ARE WITHIN 15'OFA CO SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR 39.PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS DETECTOR. ALL ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS ACTIVATED, THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL THE CONTRACTORS FROM ANY WITH ARCHITECT. AND SHALL BE PROVIDED WITH BATTERY BACK-UPTO COMPLY WITH UL 2034. CLAIMS,LOSSES,SUITS OR LEGALACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 40.ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND FLAME SPREAD FOR WALL AND CEILING FINISHES ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE WALL AND CEILING FINISHES SHALL HAVE A FLAMED-SPREAD CLASSIFICATION OF NOT GREATER THAN 12.ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S THROUGHOUT. 200. COMPENSATION INSURANCE,AS REQUIRED BY NEW YORK STATE 41.ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS INSULATION 13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND/OR INSTRUCTIONS. INSULATION MATERIAL,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL 42.RESECURE AND PROPERLY SUPPORTALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL OF ALL DEBRIS FROM THE SITIE. BE AFFECTED BY NEW CONSTRUCTION ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 14.DISPOSE OFALL(IFANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED 43.PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. ASTM E84. BY FEDERAL,STATE AND LOCAL AGENCIES. 44.CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE 0)YEAR FROM THE DATE OF FINAL COMPLETION, PROTECTION AGAINST DECAY 15.ALL DCFERIOR GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH NEW YORK STATE ENERGY CODE AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, REQUIREMENTS. PRESSURE PRIESERVATIVELY TREATED IN ACCORDANCE WITH AWPA UI.THESE AREAS INCLUDE ALL WOOD 45.CONTRACTORS ATTIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS SILLS OR PLATTES THAT REST ON THE CONCRETE,SILLS AND SLEEPERS ON A CONCRETE SLAB,ENDS OF 16.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY WOOD GIRDEFRS ENTERING EXTERIOR FOUNDATION WALLS. ALL WOOD IN CONTACT WITH THE GROUND DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT THEIR RESPECTIVE TRADES. SHALL BE PRESSURE TREATED. ACCORDING TO APPLICABLE(CODES,STANDARDS AND GOOD PRACTICE. 46.CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. COLUMN PROTECTION 17.CONTRACTOR SHALL PROWIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING,ETC, WOOD COWWNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE PRESSURE TREATED.STEEL AND THE PROTECTION AND SUUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT 47.ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP COAT OF RUST-INHIBITIVE PAINT. ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT SHALL BE SUPPLIED BY THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES CONDITIONS. SAME. COLUMN STRUCTURAL REQUIREMENTS COLUMNS SHIALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD 18.NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 48.THE OWNER WILL PAY FOR ALL ELECTRICAL CURRENT FOR TEMPORARY LIGHTING AND POWER.THE COLUMNS SHIALL NOT BE LESS THAN 4"X4"AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" AUTHORITIES OWNING CONDUIT,WIRES,PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY CONTRACTOR SHALL FURNISH ALLTEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS,AND SIMILAR STANDARD PIPE OR EQUAL. OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR EQUIPMENT AS REQUIRED FOR COMPLETION OF WORK. LOCAL AGENCIES HAVING JURISDICTION.CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH CRAWL SPACE ACCESS THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. 49.THE CONTRACTOR SHALL INSTALL A JOB TELEPHONE AND WIFI INTERNET AT THE JOB SITE AT HIS OWN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24".OPENINGS THROUGH A PERIMETER EXPENSE. WALL SHALL[BE A MIN OF 16"X24".WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW 19.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY GRADE,ANY AREAWAY OF NOT LESS THAN 16"X 24"SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY EXISTING IDRYWELLS,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR 50.ALL FINISH SURFACE PRODUCTS AND MATERIAL SPECIFICATIONS ARE TO BE VERIFIED WITH THE ARCHITECT SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM VIA SAMPLES AND MOCK-UPS PRIOR TO ORDERING. NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. ANY DAMAGE.THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE RESPONSIBILITY OF THE CONITRACTOR. 51.THE CONTRACTOR SHALL SUBMIT ACCURATE SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OFTHE WOOD FLOOR FRAMING-DESIGN AND CONSTRUCTION-NYC CHAPTER 23 FOLLOWING PORTIONS OF WORKTO THE ARCHITECT FOR APPROVAL INCLUDING ALL ASSOCIATED ALL LOAD-BFJARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA 20.THE INSTALLATION OF ALIL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS WARRANTIES,ACCESSORIES AND PRODUCT DATA: WFCM 2001. REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL a.WINDOWS PRIOR TO THE INSTALLATION(OF SUCH MATERIALS AND PRODUCTS. b.DOORS BRIDGING c.CABINETS AND ARCHITECTURAL WOOD WORK JOISTS EXCEEDING A NORMAL 2 X12 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL 21.CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE d.STONE BRIDGING(WOOD OR METAL),OR A CONTINUOUS 1"X3"STRIP NAILED ACROSS THE BOTTOM OF JOISTS NOT MATERIALS OR RUBBISH CAUISED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND e.ARCHITECTURAL METALS AND GLASS EXCEEDING 81'-O"OC. OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OF THE f.CONCRETE AND REBAR OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. g.POOL AND SPA DRILLING ANID NOTCHING h.PHOTOVOLTAICS NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED 1/6 MEMBER DEPTH,SHALL NOT BE LONGER 22.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL I.LIGHTING CONTROL SYSTEM THAN 1/3 OF WEMBER DEPTH,AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OFTHE SPAN.NOTCHES AT SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. j.HVAC THE ENDS OF'THE MEMBER SHALL NOT EXCEED A THE MEMBER DEPTH.THE DIAMETER OF HOLES BORED 23.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE k.GEOTHERMAL INTO MEMBER SHALL NOT EXCEED 1/3 OF MEMBER DEPTH,SHALL NOT BE CLOSER THAN 2"TO TOP OR ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. I.WATERPROOFING BOTTOM OF IVAEMBER,OR TO ANY OTHER HOLE IN THE MEMBER. m.PLUMBING 24.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION n.OPERABLE ROOF HATCH WOOD WALL FFRAMING DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY o.ELECTRICAL INCLUDING A.V.,SECURITY,TEUDATA,AND BUILDING MANAGEMENT SYSTEM ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM CHANGES MADE BY THE CONITRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING IN 52.THE CONTRACTOR SHALL SUBMIT CUT AND SPECIFICATIONS SHEETS AND SCHEDULES OF THE FOLLOWING 2001. CODE VIOLATIONS OR CAUSIING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION WILL RESULT ITEMS TO THE ARCHITECT FOR APPROVAL IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED a.PLUMBING FIXTURES AND FITTINGS STUD SIZE ANJD SPACING SPECIFICATIONS AT CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR b.ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS ALL STUDS SWPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16"OC.ALL STUDS DEVIATIONS FROM THE APPROVED PLANS. c.HVAC EQUIPMENT AND CONTROLS SUPPORTING i 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16"OC. d.EXTERIOR WINDOW AND DOOR HARDWARE 25.DETAILS SHOWN ARE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT BEEN e. ELECTRICAL EQUIPMENT TOP PLATE PROVIDED,THE WORK IS TO[BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE SPECIFIC f.ANCHORING DEVICES WOOD STUD VWALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT PRIOR TO g.MORTAR AND GROUT AT CORNERSiAND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS SHALL BE OFFSETAT PROCEEDING WITH THE WORK. h.PEDESTAL SYSTEMS LEAST 24"TOPPPL.ATETO HAVE WIDTH EQUALTO STUD WIDTH. i.ROOFING SYSTEMS 26.THE CONTRACTOR SHALL.PROVIDE AND MAINTAIN A CURRENT WORK SCHEDULE AT THE JOB SITE 53.THE CONTRACTOR SHALL SUBMIT SAMPLES OFTHE FOLLOWING ITEMS TO THE ARCHITECT FOR APPROVAL DRILLING ANLD NOTCHING-STUDS a.PLUMBING FIXTURES AND FITTINGS ANY EXTERIOFR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH GREATER THAN 25%OF ITS 27.UNLESS SUPERCEDED BY.A SEPARATE CONSTRUCTION ADMINISTRATION AGREEMENT BETWEEN THE b.GLASS,EACH TYPE WIDTH.(NON--BEARING STUDS 40%WIDTH MAX).ANY STUD MAYBE BORED OR DRILLED PROVIDING THE OWNER AND THE ARCHITECT;,THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE c.STONE,EACH TYPE AND RANGE DIAMETER IS f NO GREATER THAN 40%OF STUD WIDTH,AND THE EDGE IS NO CLOSE THAN 5/8"TO THE EXTENT OF ARCHITECTURAL:SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER d.WOOD,EACH TYPE AND RANGE EDGE OF THE:STUD,AND IS NOT LOCATED IN THE SECTION AS A CUT OR NOTCH. CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND PREPARATION OF THE CONSTRUCTION DRAWINGS e.SHADE MATERIAL,EACH TYPE DRILLING ANCD NOTCHING-TOP PLATE REQUIRED TO OBTAIN A BUILIDING PERMIT IN ACCORDANCE WITH ALL APPLIANCE CODES.IN ALL CASES, WHEN CUTTIMIG OR NOTCHING OF THE PLATE BY MORE THAN 50%OF ITS WIDTH IS REQUIRED PROVIDE A THE ARCHITECT DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WITH GALVANIZED I METAL TIE OF NOT LESS THAN 0.054"THICK X 1 Yz"WIDE FASTENED ACROSS AND TO THE TOP DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS PLATE AT EACH SIDE OFTHE OPENING WITH(4)16d NAILS EACH SIDE MIN. 28.THE WORK IN THESE DRAWINGS IS INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL FIREBLOCKINIG REQUIRE FIREBLOCKINIG PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICALAND OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL,ELECTRICAL AND PLUMBING TRADES. HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS HORIZONTAL).)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. AND THE ROODF SPACE. Seal&Signature: D ARC` S. Dep.,q�jcn CA� ' s 034585 F�F IN GDP 1220 Ninth Street General Notes 12"=T-O" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A002 i Revisions Generated b RIEScheck-Web Software Section section IIIREScheck Software Version : REScheck-Web : Plans Verified Field Verified Plans Verified I Field Verified NO. Issue Date y # Foundation Inspection � Value Value Complies. Comments/Assumptions # Framing/Rough-In Inspection Value i Value � Complies? Comments/Assumptions Compliance Statement:The proposed building design described here is consistent with the building plans.specifications,and other ■ f,Reg IOI. 6 Re .ID calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Inspection C h Checklist kl i st Compliance Certificate402.1.1 Conditioned basement wall R-_ R- DComplies 5eetheEnveropeAssembres 402.1.1, DoorU-factor. O1 Building Permit Submission 03/17/2023 REScheck Version! and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. F0411 insulation R-value.Where interior ❑ table for vah,es. DComplies Sre the Envttes. Assembrres g R; R-_ ❑Does Not 02 BuildingPermit Revision 04/08/2024 Does Not 402.3.4 table for values. Energy Code 2018 IECC v insulation to used,verification [Fal]1 9y may need to occur during ONot Observable � ONot Observable Name-Title Signature Date Requirements:0.0%were addressed directly in the REScheck software Insulation Inspection.Not ONot Applicable - ONot Applicable required in warm-humid locations 402.1.1, GlazingU-factor(area-weighted Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requiremients screen.For each in Climate Zone 3. 9 ed u-_ u-_ ❑Complies See Me Envelope Assemblies Project 1220 Ninth Street requirement,the user certifies that a code requirement will be met and how that is documented],or that an exception 402.3.3, average). ❑Does Not table for varies. 303.2 Conditioned basement wall ❑Complies 402.3.3, is being claimed.Where compliance is itemized in a separate table,a reference to that table is[provided. Not observable Notes [FOS] insulation installed per DDoes Not 402.5 ❑ Energy Code: 2018 IECC ur manufacturer's instructions. Not Observable [FR211 ONot Applicable Location: Greenport,Nerw York Section Plans Yerffled i Field Verified I V # Pre-Inspection/Plan Review value Value Complies. Cmmments/Assumptions ONot Applicable Construction Type: Single-family &Req.ID ____ --"--_ s -"- 303.1.3 U-factors of fenestration products ❑Com Project Type: New Constructi(on ---- - (F06119 Conditioned basement al o _ft _ft ^DComplies See Me values. Assemblies FR4' p plies 103.1, Construction drawings and ❑Complies [F0611 insulation depth of burial or Doilies Not table for values. [ ) are determined in accordance DDoes Not Conditioned Floor Area: 2,409 11:2 103.2 documentation demonstrate ❑Does Not distance from top of wall. 11 with the NFRC test procedure or Glazing Area 42% [PRlll energy code compliance for the QNot Observable taken from the default table. Not Observable QNot Observable _ _ ❑Not v building envelope.Thermal ❑Not Applicable Applicable Climate Zone: 4 (5572 HOD) envelope represented on ❑Not Applicable ' " 402.4.1.1 Air barrier and thermal barrier ❑Com ties Pe303.2.1 A protective covering is installed ❑Complies P Permit Date: construction documents. - _- - _ [F011]z to protect exposed exterior DDoes Not [FR2311 installed per manufacturer's ❑Does Not Permit Numbe-: 103.1, Construction drawings and J❑ toComplies insulation and extends a u instructions. All Electric false 103.2. documentation demonstrate ❑Does Not minimum of 6 in.below grade. ONot Observable ONot Observable 403.7 energy code compliance for _ ONot Applicable ONot Applicable Is Renewable false [PR3]1 lighting and mechanical systems. Not Observable -- ---- -------______.._-.__- 403.9 Snow-and ice-melting system ❑Complies 402.4.3 Fenestration that is not site built Qcomplies Has Charger false „ Systems serving multiple ❑Not Applicable [FO12)2 controls installed. ❑Does Not (FR2011 Is listed and labeled as meeting DDoes Not ,r 2/A440 5 AAMA/WDMA/CSA 101/1. . Has Battery: false dwelling units must demonstrate �" ONot Observable Has Heat Pump: false compliance with the IECC ONot Observable or has infiltration rates per NFRC Commercial Provisions. I ONot Applicable 400 that do not exceed code ONot Applicable 302.1, Heating and cooling equipment is Heating: Heating: DComplies Additional Comments/Assumptions: limits. 403.7 sized per ACCA Manual S based Btu/hr Btuthr DDoes Not 402.4.5 IC-rated recessed lighting fixtures ❑Complies (FR16] [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable sealed at housing/interior finish Dopes Not Construction Site: Owiner/Agent: Designer/Contractor: t, Manual)or other methods Btulhr Btu/hr and labeled 5 indicate 52.0[fin 1220 Ninth Street approved by the code official. ONot Applicable DNOt Applicable leakage at 75 Pa. Not Observable Greenport,NY 403.3.1 Supply and return ducts in attics ❑Complies _ . I Additional Comments/Assn pans. _ = insulated Inches Additional m t' - v h in diameter and>duct is ❑No�Observable t N R-6 where<?inches Supply and ❑ Otis return ducts in other portions of ❑Not Applicable Compliance 4.5%Better Than Code Masximum UA- 717 your UA 685 Maximum SHGC. 0.40 Your SHGC 0.30 the building insulated>=R-6 for The%Better or Worse Then[ode index reflects how close to r compiarrce the house is laud on Code trade-off rules. It DOES NOT provide an estimate of energy use or cost reativee to a en-mumcode home. diameter <3 t<-3-i >■ inches and a-4.2 _ inches in diameter. Slab-on-grade tradeoffs are no longer considereed inthe UA or performance compliance path in REScheck. boxes are sealed with REScheck.Each slab-on-grade 3 Ducts,air handlers and filter assembly in the specified climate zone must meeet the minimum energy code insulation R-value and depth requirements. ❑Complies FR1 ❑Uces Not jotern:tiams compliant with ONot Observable International Mechanical Code or Intemational Residential Code,as ❑Not Applicable Envelope Assemblies ----applicable. 403.3.5 Building cavities are not used as DComplies IFR1511 ducts or plenums. Does Not ONot Observable ❑Not Applicable Ceiling:Cath:drat Ceiling 2,409 24.5 0.0 0.041 0.026 99 63 403.4 Wall:Wood Frame.16"o.c. 2,980 27.0 0.0 0.051 0.060 89 104 [FR17]2 above 105 OF or chilled HVAC piping conveying fluids R- R- ❑Complies FR17 Fluids ❑Does Not Door.Solid Coor(under 50%glazing) 26 0.640 0.320 17 8 „ below 55 OF are insulated to aR- 3- DNot Observable ONot Applicable Glass Doors:Glass Door(over 50%glazing) 425 0.310 0.320 132 136 403.4.1 Protection of insulation on HVAC ❑Complies SHGC:0.27 [FR2411 piping. ❑Does Not Window 1:Wood Frame 791 0.290 0.320 229 253 V Not Observable SHGC 0.32 ONot Applicable 403.5.3 Hot water pipes are insulated to R. R- DComplies Basement Wall:Solid Concrete or Masonry -- Wall height:9.0' 2.409 0.0 14.0 0.045 0.059 106 139 Depth below grade:8 FR181 aR-3. .5' Dopes Not Insulation depth:9.0' +W ONot Observable Window:Wood Frame 45 0.290 0,320 13 14 ONot Applicable SHGC 0.32 1 High impact(Tier 11 2 Medium Impact(Tier 2) 3 Low Impact(Tier 31) 1 Nigh Impact(Tier 11 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street f Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Data filename: Page 1 ofl0 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 Data filename: Page 5 of10 Section ' Section Section Plans Verified j Field Verified I i Plans Verified Field Verified i I Plans Verified { Field Verified Section Plans Verified Field Verified Section # Framing/Rough-In Inspection Value j Value Complies? Comments/Assumptions # I Insulation Inspection ( CompllesT Comments/Assumptions # Final Inspection Provisions ! Complies? C.domments/Assumptions # Final ins ection Provisions Complies? Comments/Assumptions tions Plans Verified Field Verified 6 Req. ID 5 Rect. ey ID Value Value Value j Value P P P i S Re .ID � 11. &Req.ID Value Value # Final Inspection Provisions P Value Value Complies. Comments/Assumptions 403.6 Automatic or gravity dampers are ❑complies 303.1 All installed insulation is labeled DComplies 402.1.1, Ceiling insulation R-value. R-_ R-_ DComplies Seee the Envelope Assemblies &Req.ID rabble for values. 403.6.E All mechanical ventilation system ❑Compiles 303.3 Manufacturer manuals for `DComplies (FR19]2 installed on all outdoor air ODOes Not [IN13)2 or the installed R-values Clones Not 402.2.1, ❑Wood ❑Wood DDoes Not (F125) fans not part of tested and listed DDoes Not a provided. steel Steel HVAC equipment meet efficacy [FI1B] mechanical and water heating Q 402-2.2, Dces Not intakes and exhausts. t, P Not Observable ❑ ❑ ONot Observable ONot Observable ❑ 402.2.E ONot Observable systems have been provided. ❑Not Applicable t ONot Applicable and air flow limits per Table ❑Not Applicable ONot Observable DNot Applicable _ [Fill Additional CommentsJAssumptions: 402.1.1. Wall insulation R-value.If this is a R-_ a-_ ❑Complies See the Envelope assemblies _�_-- Y- - - - Hot water ONot Applicable _ 403.2 Hot water boilers supplying heat ❑Complies 402.2 5, mass wall with at least y of the table roe varies. 2 Additional Comments/Assumptions: ❑Wood ❑Wood ❑Does Not [FI261 through one-or two-pipe heating ❑Does Not 402.2.E wall insulation on the wall 303.1.1.1. Ceiling insulation installed per ❑Complies ❑Mass ❑Mass ONot Observable 303.2 manufacturer's instructions. ❑ systems have outdoor setback IN3 1 exterior,the exterior insulation Does Not ONot Observable [ l ❑Steel Steel []Not Applicable (FI2]1 Blown insulation marked every control at lower boiler water ,r requirement applies(fR10). 300 ft2. ONot Observable temperature based on outdoor DNot Applicable ❑Not Applicable temperature. "------------"-- 402.2.3 Vented attics with affle air perdjacent DDoes Not meable ❑Complies 403.5.1.1 Heated water circulation systems DComplies 303.2 Wall insulation is installed per DComplies [FI22)2 Insulation include ba IFI2812 have a circulation pump.The DDoes Not [IN411 manufacturer's instructions. ❑Does Not to soffit and eave vents that system return pipe is a dedicated ❑Not Observable ONot Observable return i ❑Not Observable extends over insulation. pipe or a cold water supply ONot Applicable ONot Applicable pipe.Gravity and thermos- ONot Applicable 40214 Attic access hatch and door R•_ R- DComphes syphon circulation systems are Additional Comments/Assumptions: IFI311 insulation all-value of the ❑Does Not not present.Controls for adjacent assembly, circulating hot water system Mot Observable pumps start the pump with signal ONot Applicable for hot water demand within the 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50=_ ACH 50=_ ❑Complies occupancy.Controls [FI17]1 Bch In Climate Zones 1.2,and DDoes Not automatically turn off the pump <=3 Bch in Climate Zones and when water is in circulation loop ONot Observable is at set-paint temperature and ONot Applicable no demand for hot water exists. 403.3.37Ducts are pressure tested to Cfm/100 cfm/300 ❑Complies 403-5.1.2 Electric heat trace systems ❑Complies [F12711 determine air leakage with RT- ft2 ❑Does Not (1`12912 comply with IEEE 515.1 or UL DOM Not either:Rough-in test:Total 515.Controls automatically leakage measured with a ONot Observable adjust the energy Input to the ONot Observable pressure differential of 0.1 inch ❑Not Applicable heat tracing to maintain the DNnt Applicable w.g.across the system including desired water temperature in the the manufacturer's air handler piping• enclosure if installed at time of 403.5.2 Demand recirculation water ❑Complies test.Postconstruction test:Total [F13012 systems have controls that ❑Does Not leakage measured with a manage operation of the pump ONot Observable pressure differential of 0.1 itch and limit the temperature of the w.g.across the entire system water entering the cold water ONot Applicable including the manufacturer's air piping to<=1044F. handler enclosure. ___ 403.5.4 Drain water heat recovery units DComplies 403.3.4 Duct tightness test result of<=4 cfm/10o cfm/100 ❑complies [F131)2 tested in accordance with CSA DDoes Not IF1411 cfm/100 11:2 across the system or ft� ❑Does Not B55.1.Potable water-side []Not Observable <=3 cfm/100 ft2 without air []Not Observable pressure loss of drain water heat ONot Applicable handler @ 25 Pa.For rough-in recovery units<3 psi for pPcable - tests,verification may need to ONot Applicable individual units connected to one occur during Framing Inspection. or two showers.Potable water- - ------- - -- ----- ---------------- 403.3.2.1 Air handler leakage designated ❑Complies side pressure loss of drain water heat recovery units<2 psi for [FR4] by manufacturer at<=2%of DDoes Not individual units connected to design air flow. [3Not Observable three or more showers. ❑Not Applicable 404.1 90%or more of permanent DComplies 403.1.1 Programmae thermostats DComplies [F16)1 fixtures have high efficacy lamps. ❑pees Not bl [Fig], installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable ❑Not Applicablee initially set by manufacturer to code specifications. ONot Applicable 404.1.1 Fuel gas lighting systems have ❑Complies 403.1.2 Heat pump thermostat installed ❑Complies IF12313 no continuous pilot light. DDoes Not [FI1012 on heat pumps. ❑Does Not to []Not Observable ONot Observable ONot Applicable 0-Not Applicable 401.3 Compliance certificate posted. []compiles 403.5.1 Ctrculating service hot water ❑Complies [F17[2 DDoes Not [F111]2 systems have automatic or DDoes Not ❑Not Observable accessible manual controls. []Not Observable PP ONot Applicable ONot Applicable ---------------- ----------------------r-- ---------------- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act 1 Nigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 21 r 3 Low Impact(Tier 33) 1 High Impact(Ter 1) 1 2 iMedium Impact(Tier 21 3 Low Impact(Tier 3) I _p IT;er 3) CL.- - _ _� --- --I --- - -� ---- �- - - - - --- - -- ---) 113_1 -- _J Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 oflo Data filename: Page 30 of10 Seal&Signature: D ARC' s�9TF 03458S OF NEB GDP 1220 Ninth Street Energy Conformance 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY10017 212.634.9384 A003 Sky Plane Diagram East to West Section Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 / - \ Notes ° oQ1 ° oo J o O 129-8" L 294'-21/2" 175'-9" °t Sky Plane Diagram Nortlh to South Section 1 4 Sky Plane Plan 1/64"=1'-0" East West Section 1 East West _ � Section 2 �� I p ad;1 ory A essdry' 1 ure / I I Garage ----- -- ro ELF - -----------------I I t: c II I g t o ' o _ - ' ------ - Proposed 1 I a- I Story a2 U, LLJ LIU] I a r _ -__ Residence i idence O 66-11" 48'-11" _pry Line t Sky Plane Diagram North to South Section 2 ° •oo ° J C C - O o o II. o LLn. '111 n. LL 20'-0" 36'-Z' Seal&Signature: kED ARC J, DeP4 � SQ � Y; 14 ��qTF 0345BS FIN GDP 1220 Ninth Street Sky Plane Diagram As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.938.4 A052 i Revisions 1 Site Plan _ \ ® No. Issue Date 5�43% • i 01 Building Permit Submission 03/17/2023 • I 02 Building Permit Revision 04/08/2024 Sg8Q1�� y\I . • WV1 Notes IX� • '✓ I I o L L)r' - U ./ i —r LLCU FM Lot 1 40�4utomated Tax Lot 9.1 �.�� _ _ - - _ Gate °`^A Existing Mulch Drive to 11 I ..,,� o .'- Remain OX + 'I• �, - po O\ — _ 4'Tall Deer/Pool Fence / 1 \� +13.67 Poll ,-�Z e I I r Proposed I \ I z . ' • / / / /� _ • - / / / / / `` dck 13' ` Garage , Proposed acb 0 5de `I Tennis Court Y ca • r \\ \ \ \ \ \ , L — , — \ ( \ �� i I o • ' • 1 \ \ \ \ 12' mm� +13.4 59 �� ti \\ \ I N \ \ \ 9 FM Lot 2 _ \ / t \ \ \ 59 Tax Lot 9.2 \ 2' 3' 4' 5' 6' T� 8' 9' 10' 11' \ 175'- 1/2" o ` \ o 120 I Tidal Wetlands �`P0 cQ I ) \ I I \ 7 1 m - 14'-9"(ASL) \ Bouundary,As Delineated \ \ \ y / lby EN-Consultants, \ \ I \ , �O�A \ �% -0""\ \ $`L �' •/ � 10 3-2022 \ \ \ \ oG cow Ground Floor Proposed Pool \ \ \ Outdoor J Shower\ N — — —�` _ Equip � ^ E \ \ \ \ \ \ \ ) 59 \ +13.4 0, 1 —, — Yard Setback 1 \ 25 Side 6 Tall Self � I ° 3 Closing Covered Rooff 05 _ — 6^+ 4 Gate j 01 _ 3 o10 r — \ J .... - 56' 53 '00w"' low- CDI _ _ _ _ N'-o � I o'oo I I I I I I I — _ — o °��o \CD \ \ o: 6ftTae � g�F�n .r TP L co co �" 2 Zoning Diagram • Tax Lot 9.3 1/32"=1'-0" _ _I I I I r I I ( � \ • _ _ .- \ I / • ` - ..._ Permeable Natural Gravel Drivewa \ Stairwell- d d1 t ry �' CGS �sb'r�'$trtjdt re a� �G���9e II Grade EL -` I I n L 3.Deck Deck +13.4 Accessory -°•; � c :Structure: I I z 00 Pickleball ' I _ '_Court;,�._-'•_ _ - tbaGW i _Masonry d o 'Patio' I } posed 1 St Opt dac' P ry 3 Pool Section East/West ° Residence _ 0 / N FF EL+14.75 t ( u`. i— N .., Stone Pool coping. Stone Pavers r — ' N� b Deck Proposed I 50'-0" 2 ThiGc - - - - - - - - - - - - - 1 m� Lightwell Pool ------------------------ -------- Dry PackAcces, \/ \/ Gunnde Shell w/ / / 11 N ! Structure: Ory ° Cl) Structure: I / /Compacted Base / / / p Deck Marge Dist Finish �� �� I 50'-0" t!� 5° m f Structure: Shed �j/ \ Overhang Outdoor \\\ / \�\\ \j\\j\\j\\j\\j\\\� cn Shower Deck 1 m — 25 Yard Se back 1 'Sides 1 Buildable Lot Coverage Area 1 Boundary Proposed House Footprint: 2,515 sf Buildable Area: 49,454 sf Proposed Garage Footprint: 756 sf (See Survey Sheet 050) Seal&Signature: Roof Overhang 105 sf Pool to Coping: 869 sf 20%Lot Coverage Masonry Patio: 510 sf Allowable by Code: 9,891 sf ,��FIED A/�c Pickleball Court: 1,920 sf �� Depq Shed: 136 sf Outdoor Shower: 42 sf Decks: 439 sf .�=. Lightwell: 93 sf Stairwell: 70 sf : Total Lot Coverage: 7,455 sf S�qT D34585 yOQ� Site Plan Based on Survey By Scalice Dated 02/14/2023 F0F NE`N GDP 1220 Ninth Street Site Plan and Zoning As indicated " 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York, NY 10017 A053 212.634.9384 1 Basement- Floor Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 CO B A 02 Building Permit Revision 04/08/2024 65'-8 3/ " Notes 12'-11" 21'-11/4" 31'-81/2" 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 01 : 05 Geotextile Fabric 30 06 Drainage Mat With Filter Fabric I I 07 Foundation Drainage System - 08 Below Grade Insulation,XPS 4 09 Below Grade Waterproofing Membrane 40 i i i i I 10 Slab-on-grade,Refer to Structural I U I 11 Slab-on-grade Perimeter Waterstop H I I 12 Compressible Joint Filler 13 Sealant 14 I i 007-1 W-35 I 15 Floor Finish,Refer to Finish Schedule I 16 Wood Blocking - - - - - - - - - - -1 02 I i 17 Interior Finish,Refer to Finish Schedule 1 18 Galy.Steel Furring Strip,w/Weep Holes ! i 19 SS Flashing&Drip Edge ! i ! 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate i I 22 2x6 PT Wood Sill Plate ! i 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing i 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier f ( 28 Glass Door 007 Storage System,Refer to Schedule i i M 01 I 29 Window System,Refer to Schedule 01 Future Full-Height 30 Vertical Battens � i Finished Area 31 Fiber Cement Trim Board 32 Fiber Cement Siding ls ' 33 Cavity Insulation,Mineral M ere alWool Batt,R-13 i 34 Wood Column Structure,Refer to Structural i 35 Formed Metal Gutter,Painted Finish Septic Line Above i 36 Ceiling Finish,Refer to Finish Schedule Extent of Spray I 37 1/2"x 1/2"Reveal Reglet Insulation and 38 Wood Furring Strips Furring 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 50 41 Concrete Column Footing,Refer to Structural ! 42 Roof Wood Framing,Refer to Structural Roof --- - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - _-- - --- - - ---- -- - - -- -- ----- RooflCav Membrane Insulation,Sprayfoam,R-24.5 -- -- - - -- -- 3 43 44 01 i a 'Decomposed granite, t R a Refer to Landscape 04 - iv - r - - - - - - -- - -- - - - -j - - ----- - - - ------ - - — - - --- -- --- - --- - -- -- - --- I--- ---- -- ------ - Roller Shade r o 46-� 47 Gasket OR Sealant i i i Septic Line Above 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier � r i i 0 -4 i n I - - 4 - -- - - j Potential Soffit � L _ _ _ _ 22 006 Storage � n ; Between Foundation Wall and Untreated Wood ________________ __ i a 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition _ == i I - i Opt Den - ffi s ° 51 Asphalt Shingle Roofing System Basement _ _ _ _ e i 11 I 52 Ice and Water Shield I I i i n i 64 53 Continuous Formed Metal Cleat - 01 I o l l 20 i 22 04 Guest Bed y� i i p 01 22 X 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board i i 15 005 Guest a , i i n 01 008 Storage � n i 56 Ridge Cap Shingles 30 j I I _ _ _ _ _ i n i n ( I 57 Steel Column Structure,Refer to Struct 004-1 n i i n I 58 Spray-foam Insulation,R-14 U 15 u i i n ! 59 Elevated Wood Decking 001-1 u J n I 60 Wood Trim i 22 i i u 004-1 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall; Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule -, 002 Guest Bed 2 W 64 Concrete Floor, -3 ••:•: -.•.•.:-••= _ j Refer to Finish Schedule 01 ( .Lightv�iell 65 Painted Ceiling,Refer to Finish Shedule 10 W-34 - I I 66 Base 1,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule I 68 Exterior 3-Coat Stucco System I 009 Storage 15 I I I 69 Blackened Metal Fireplace Hearth (I I ( I 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood ifl 01 I ( 72 Cast in Place Concrete Stair I I ) {40 I 73 Stone with Undermount Sink 74 Stone Countertop I I I 3 est at _ 75 Wood Stair,Tread and Riser with Handrail I 2-1 j I 76 Metal Guardrail/Handrail ! I 00 I 77 Medicine Cabinet L__j i I I 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace ` 01 - - - - - - - - --- - - -- - - - -- - - - - I - -- - - 80 Custom Millwork,See Millwork Sheets I 01 I 81 Painted Wood Trim,See Detail 07/A410 - L - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - J 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: D AI�C, S. DeP4SQ �34585 yOQ� OF NEB GDP 1220 Ninth Street Basement Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A100 I i 1 Level 1-Floor Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 D O B A 02 Building Permit Revision 04/08/2024 65'-8 3/ " Notes 12'-11" 21'-11/4" 31'-81/2" 01 CI Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 'i 30 A2o0 I 04 Drainage Medium 05 Geotextile Fabric � 06 Drainage Mat With Filter Fabric 9 07 Foundation Drainage System 08 Below Grade Insulation,XPS r 40 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural DN 11 Slab-on-grade Perimeter Waterstop N/_01 - -03 I ( 12 Compressible Joint Filler 13 Sealant 06 - -- ----- - -- - ------ j - - - - - - - - =21- 4 3/4"Plywood Subfloor 20 _____ --------_-- I 50 I I 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 02 Primary 04 17 Interior Finish,Refer to Finish Schedule 30 ( 11 1 holder 18 Galy.Steel Furring Strip,w/Weep Holes 112 Primary Bed 19 SS Flashing&Drip Edge W-02 I I 20 Exterior Wall Base Trim(Azek or Sim.) I I 21 104 21 2x4 PT Sill Plate IL 11D 22 2x6 PT Wood Sill Plate ( I 113 Prima th W I 23 Wood Beam/Joist Structure,Refer to Structural 59 I -26 i o ( 24 1/2"Plywood Sheathing I I 20 I I 25 2x4 Wood Framing 26 2x6 Wood Framing I I 27 Weather Resistive Barrier 03 28 Glass Door System,Refer to Schedule N 112-Ci W-25 29 Window System,Refer to Schedule I I I 30 Vertical Battens I 1 _ _ 20 I 31 Fiber Cement Trim Board -S 32 Fiber Cement 03 20 ---25° _-_______ _________________ ( 33 Cavity Insulation,M'igneraleWool Batt,R-13 ls 112-1 I 34 Wood Column Structure,Refer to Structural W 35 Formed Metal Gutter Painted Finish I 59 36 Ceiling Finish,Refer to Finish Schedule -0 -� II37 1/2"x1/2"Reveal Reglet 6W-04 I 114 Den 01-1 40 I 38 Wood Furring Strips -0'-i7" 39 2x12 Wood Framing (+13'-2"ASL) I li�- (+13'-8"ASL) 40 3/4"Plywood Sheathing a I ,-0" I a2oo 20 41 Concrete Column Footing,Refer to Structural os I I -o'-1" I 42 Roof Wood Framing,Refer to Structural a2oo I 20 W-2443 W-05 - - - - - - - - - - - - - - - 4 - _ --- - _ 44 Roof�Cavity Insulation,Sprayfoam,R-24.5 04 1 a 0345 Decomposed C 50 I I 20 Roller Shade granite,Refer to Landscape R ae 46 o -- " �507 47 Gasket OR Sealant --_JL---JL-_-J4-- 108 Hall - 7 I 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier � I 20 > 109-2 20 I 102 Dining Area II 10 -1 0 Gue th 04 Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation I I DN 20 �r� + / I 5o Asphalt At ShingleShingle Roofinembrane gransition System I 109-1 g Y W-08 20 I 52 Ice and Water Shield 75 106 MucfS om I 53 Continuous Formed Metal Cleat 103 Living Area 109 Guest Bed 107 Pwdr Rm 54 T&G Wood Cladding,Painted Finish 22 22 03 55 1/2"Cementitious Backer Board I 1' rn 22 I ' ( 56 Ridge Cap Shingles �1 ,1116, I P >�a: 22 0 W_093 ; 2 _ _ _ „, I 57 Steel Column Structure,Refer to Struct LA107-1 58 Spray-foam Insulation,R-14 105-2 24 59 Elevated Wood Decking I I 4 60 Wood Trim 0'-0" I 105 Hall 2 40 61 5/8"Thick GWB Panel,Painted;Refer to Finish I =�_- 20 I Schedule 62 109-3 _ I Tile Wall;Refer to Finish Schedule 03 -------- - ;- - - --- ----------- -- --�-- - --------- --- - - -- -'---- - - - ---- ,,_.._, .-.: _ toiFinish Schedule •; I 24 Ref 20 I W-20 "E h -- -- I- - - - - --- - W-21 W-22 -- --- - -- -- - ----- - - ,� 03 64 Concrete Floor,Refer to Finish Schedule - - 1N-19 ; 45 65 Painted Ceiling,Refer to Finish Shedule _ ';:. - ( 59 66 Base 1,Refer to Finish Schedule Fib-41 Kitchen 67 Base 2,Refer to Finish Schedule I I -0'-7" I 68 Exterior 3-Coat Stucco System -1" 1 69 Blackened Metal Fireplace Hearth IY 1 � aaaa � . 70 Thinset Mortar on Waterproofing Membrane -0'-7" f , '" o aasai I I 71 1/2"Plywood on -1'-7'(+13'-2"ASL) m I I 4-7- IICast in Place Concrete Stair 73 Stone with Undermount Sink (+13'-2"ASL) 59 "'____ 40 74 Stone Countertop ---- ---- -W-V7 - I 75 Wood Stair,Tread and Riser with Handrail C; -0'-1" -1'-1" I 76 Metal Guardrail/Handrail W_14 --- -1'-7"1(+13'-2"ASL) 77 Medicine Cabinet 1 r r 59 78 Shower Glass Partition and Door r 79 Freestanding Gas Fireplace r r 01 - - - - — - - -I - - - - ----- -- - = - --------- — - - - -- ---- -- - - - --- -- -- - -- -- --- --- -- -- - - --- --- 80 Custom Millwork,See Millwork Sheets 1 I 81 Painted Wood Trim,See Detail 07/A410 - - - - - - - - - - I W-15 -r _`_- - 82 Painted Shelf,by Contractor- - �JV� -��J4�� ; 83 Gravel Ground Cover I84 Stone Curb r 85 FIFE,Not in Contract I86 Mirror 87 Stone Coping 89 Downspout I Seal&Signature: 04 A200 11�1EDeP SCy/� 034585 OQ� F OF NEB GDP 1220 Ninth Street Level 01 Plan 3/16"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.:9384 A101 i 1 Roof Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 D OC B A 02 Building Permit Revision 04/08/2024 65'-8 3/4" Notes 12'-11" 21'-11/4" 1'- 1/ " 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 a2oo 05 Geotextile Fabric i 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural DNI I 11 Slab-on-grade Perimeter Waterstop � ---- -- - - - -- --- - --- i - ---- - - --- - -- -- - - �— - 12 Compressible Joint Filler 13 Sealant 06 --- -- - - - - - �- -- ---------- -- ----- --- -- -- I - - ----- 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 02 17 Interior Finish,Refer to Finish Schedule 30 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge I 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural i 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier ib 28 Glass Door System,Refer to Schedule M I I 29 Window System,Refer to Schedule 30 Vertical Battens 7"/1'-0" 7" 1'-0" 31 Fiber Cement Trim Board F ` 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 51 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish i 36 Ceiling Finish,Refer to Finish Schedule 10'-5"LP 16'-81/2"HP 10'-5"LP I 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 10'-5"LP _ _ _ _ 44 Roof Cavity Insulation,Sprayfoam,R- O - -- -- - - ---- - - - --- - - --- ---------- -- -- -. 24. -- - --- --- - 05 - - 10'-5"LP 45 Decomposed granite,Refer to Landscape O 04 =- - - -- -- - -- -- - - -- - -- -- ----- - - - - --- - -- - -- - - - - -- - - - ----- - ----- - 46 Roller Shade 47 Gasket OR Sealant r� o 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier j o Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation `° I I 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 16'-8 3/8"HP I 16'-81/2"HP 16'-8 1/2"HP 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 01 56 Ridge Cap Shingles r 30 I o 57 Steel Column Structure,Refer to Struct I _ 58 Spray-foam Insulation,R-14 51 59 Elevated Wood Decking N_ 51 M 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish m Schedule 63 Tile Wall;Refer to 10'� 5"LP 62 T Finish Schedule - --- --- - ------ Tile Floor-Refer to Finish Schedule r io I 10'-5"L ! - 64 Concrete Floor,Refer to Finish Schedule O ---- - -- - - ----- - — - - - - --- 02 65 Painted Ceiling,Refer to Finish Shedule T 66 Base 1,Refer to Finish Schedule I I 67 Base 2,Refer to Finish Schedule 10'-5"LP 16'-81/2"HP 10'-5"LP 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 7"/V-0" 7"�1,-0.. � 70 Thinset Mortar on Waterproofing Membrane E 71 1/2"Plywood r I 51 I 72 Cast in Place Concrete Stair `° 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail I 76 Metal Guardrail/Handrail 1 77 Medicine Cabinet y4l 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 01 ----- --- -- - ----- - ------ -- ----- - -- ---- - -- - -- - -- --- -- - --- - - — - — - - - -- - ----- - - ------ -- -- - -- - -- --- --- -- ------ - ------ -- ----- - 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor L' 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract _ 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: 04 A2oo 3EDeP SCy/� s �9r �34585 OQ� GDP 1220 Ninth Street Roof Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,N)'10017 212.634.9384 A102 , i 01 Basement-RCP Revisions 3/16"=T-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 01 30 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant Ll 14 3/4"Plywood Subfloor 07'Stora r7 15 Floor Finish,Refer to Finish Schedule - -- - 16 Wood Blocking 02 EQ i EQ 17 Interior Finish,Refer to Finish Schedule 30 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge FZ Azek or Sim.I 20 Exterior Wall Base Trim FZ ( ) 21 2x4 PT Sill Plate ' I � 22 2x6 PT Wood Sill Plate ' I 23 Wood Beam/Joist Structure,Refer to Structural y 24 1/2"Plywood i Sheathing 25 2x4 Wood Framing wU' i I I 26 2x6 Wood Framing 27 Weather Resistive Barrier i FZ FZ 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board I I 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 Q 34 Wood Column Structure,Refer to Structural w ' I 35 Formed Metal Gutter,Painted Finish FZ ' FZ ' 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips e 39 2x12 Wood Framing i /4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural W- 42 Roof Wood Framing,Refer to Structural UJ O Potential Mech I 43 Roofing Membrane � ducting i � 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape € I i 46 Roller Shade 47 Gasket OR Sealant FZ FZ —g _W N 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier — -� — - — - — - — - "-- �---1- ;- Between Foundation Wall and Untreated Wood _ tential Soffit _ _ _ _ 1 _ 49 Sound Attenuation Insulation - - - - - _- - -Potential - - - - - - - - - - - - - o - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - ---- - -',� w -- ___ Ducting Potential Mech 50 Overlap At Membrane Transition Mech Ducting wCl '-- " _ r EQ EQ-�" N 51 As�"� i phalt Shingle Roofing System 8Cn 8vo c3 w 9 9 Y ""' '� � I � "- "' w C� 52 Ice and Water Shield t 2-4 2 2 w w J'' t 53 Continuous Formed Metal Cleat Q ttt -- i o0 FC 54 T&G Wood Cladding,Painted Finish i I O �,;;<; C -, �� E =r u 55 1/2"Cementitious Backer Board ' , 56 Ridge Cap Shingles 0o I o' I O i i ` U ; 57 Steel Column Structure,Refer to Struct FZ . FZ ' EQ EQ u - C4 € ' 58 Spray-foam Insulation,R-14 �w LL C� 59 Elevated Wood Decking I 60 Wood Trim ---- ' SD EQ EQ SDO 61 5/8"Thick GWB Panel,Painted;Refer to Finish o w Schedule t [ i 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule - FS f 53 ,fait.^l€€ 64 Concrete Flor,Refer to Finish Schedule �.._ 10 i w -} 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule w g L�.n �.:�.nt F��..-1 2 � ' I FCO 67 Base 2,Refer to Finish Schedule FZ I ! EQ EQ - 68 Exterior 3-Coat Stucco System s I 69 Blackened Metal Fireplace Hearth p 1 FS I 70 Thinset Mortar on Waterproofing Membrane 1 t w -------- 71 1/2"Plywood i 72 Cast in Place Concrete Stair E , 73 Stone with Undermount Sink 74 Stone Countertop EQ EQ ` , 00.3 G;ic:-,t P h? p OSD i w 75 Wood Stair,Tread and Riser with Handrail ;FD FDA- FD 76 Metal Guardrail/Handrail 77 Medicine Cabinet i = i EQ Q EQ FSQ � 78 Shower Glass Partition and Door --�-- 3 79 Freestanding Gas Fireplace -- 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 FS Wall Sconce 82 Painted Shelf,by Contractor � 83 Gravel Ground Cover O FC 84 Stone Curb Surface Mount Ceiling Fixture 85 FFE,Not in Contract O FD Recessed Downlight-Wet Area 86 Mirror 87 Stone Coping 0 FA-1 Recessed Downlight-Adjustable Accent 89 Downspout 0FA-2 Wall Washers O FA Recessed Downlight Seal&Signature: ®FE Recessed Area Light U ABC FZ Surface Mount Ceiling Fixture C� Q.S. DeAq& FH Linear LED SP-1 Ceiling Speaker O SD Smoke Detector,CO2 Alarm �-1 0,3 85 N GDP 1220 Ninth Street Level 01 Basement RCP As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A120 i 1 Level 1-RCP Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 gypo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop EQ EQ EQ 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor IF LU I i 15 Floor Finish Refer to Finish Schedule Roller Shade FD o 16 Wood Blocking 30 Wire for Future ( " I 17 Interior Finish,Refer to Finish Schedule Motorized Shades 4 o 9 -8 a 18 Galy.Steel Furring Strip,w/Weep Holes FS (-�. , FA I 19 SS Flashing&Drip Edge IFS 20 Exterior Wall Base Trim(Azek or Sim.) EQr- - - - - -EQ- - i FS 21 2x4 PT Sill Plate iLUi 22 2x6 PT Wood Sill Plate i FC ' z. FA 23 Wood Beam/Joist Structure,Refer to Structural Q ` 24 1/2"Plywood Sheathing FS C3 25 2x4 Wood Framing 26 2x6 Wood Framing FCC - - FSg 27 Weather Resistive Barrier 9'-8" t' I 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule -FA 30 Vertical Battens ) I - -' 31 Fiber Cement Trim Board i _--------- C1 SD EQ EQ W 32 Fiber Cement Siding Panels w FS f1 33 Cavity Insulation,Mineral Wool Batt,R-13 �i u EQ EQ --- I 34 Wood Column Structure,Refer to Structural �� � `� IQ -� 35 Formed Metal Gutter,Painted Finish '-- - - - 36 Ceiling Finish,Refer to Finish Schedule QLU ILL 37 1/2"x 1/2"Reveal Reglet O i 38 Wood Furring Strips I FCd) - - - - - - t - - - - - - - = i Ci i I �'r n� (: 39 2x12 Wood Framing 40 3/4"Plywood Sheathing Ig 8 41 Concrete Column Footing,Refer to Structural LL 03 A20o I t W K) 42 Roof Wood Framing,Refer to Structural y 0 43 Roofing Membrane - -------- --- _ N EQ EQ EQ EQ EQ EQ EQ EQ 44 Cavity u - --- -- ' _ granite,Refer Landscape Roof ity Insulation, prayfoam R 4 5 45 Decomposed ra ' e,R Q FS FS 46 Roller Shade - :._. _E �I �_o FS 9'-81 47 Gasket OR Sealant 9. FA-10^ _ FA-1� -FA-10 — �,,, SD LU 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier FA-1 FA-1 FA-1 0 � I O I 1:L;Ih--!ai! ` - J EQ EQ _ �� cFA-2 o FD -o FD RFD Between Foundation Wall and Untreated Wood I — - �} 1 49 Sound Attenuation Insulation LU nc) Go SP-1 ' Q EQ EQ FE �� 50 Overlap At Membrane Transition FA-20 Fh FS u __ SJ `—'�" 0 51 Asphalt Shingle Roofing System i i r t 1� 52 Ice and Water Shield Fq_ CWl - -- 1"' 53 Continuous Formed Metal Cleat 2° _ r - - - - - - -F� w 54 T&G Wood Cladding,Painted Finish FA-� - - - FA00- - i i Q o FD ' i ' 9'-8" "' FA-; �r- I� ! �I 55 1/2"Cementitious Backer Board r A _� w i.- FC - - - - - - - 01 J3 Liv 17 .� I i C� FS i -� p FE of - } 56 Ridge Cap Shingles 30 ' - FC w FA-?o ( L ES' �"' _ ;I C,0! -- �I d 57 Steel Column Structure, u r ^�' -- I Refer to Struct SP-1� I � - - - € - = „� _1111Q 58 Spray-foam Insulation,R-14 - 1'rv913/1 - - - - - - g�_8^ 59 Elevated Wood Decking - { FS [ 60 Wood Trim O I I I 3'-0" 3'-0" OFA_1 - -FA-10 - _ - _ FA-'Io- _ - - -,- - - - - - - - - - �" 61 5/8"Thick GWB Panel,Painted;Refer to Finish FA�10 _ ----------- Schedule FA-16 — FS FS °' ; I 1 Q - F------ ---- - I E: 62 Tile Wall;Refer to Finish Schedule Q 63 Tile Floor-Referto Finish Schedule gFS -- •� I 'FH FH 64 Concrete Floor Refer to Finish Schedule �I -- ,. -_ --: ono EQ EQ EQ EQ r � 65 Painted Ceiling,Refer to Finish Shedule lotFA-1 _FA-16 FA-16 FA-16. - _ _ j 66 Base 1,Refer to Finish Schedule co I P-10 I - ;; 67 Base 2,Refer to Finish. EQ EQ EQ EQ 68 Exterior 3-Coat Stucco System Schedule 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane F� ' 10 FS 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink FC P-1 FC 74 Stone Countertop 0I I 1 75 Wood Stair,Tread and Riser with Handrail Lu FA-1 FA- FA- FA-1 76 Metal Guardrail/Handrail U" ��.E.�Qy�EQ�'_,_________ -_. "EQ EQ 77 Medicine Cabinet l a I I 78 Shower Glass Partition and Door Q «CI 79 Freestanding Gas Fireplace L FS �, I FS C r --g-� { FS 1F -- Wall Sconce 80 Custom Millwork,See Millwork Sheets FS I I I f S 81 Painted Wood Trim,See Detail 07/A410 � EQ EQ EQ L EQ L EQ L FC 82 Painted Shelf,by Contractor Surface Mount Ceiling Fixture 83 Gravel Ground Cover 84 Stone Curb O FD Recessed Downlight-Wet Area 85 FFE,Not in Contract O FA-1 Recessed Downlight-Adjustable Accent 86 Mirror 87 Stone Coping 0FA-2 Wall Washers 89 Downspout O FA Recessed Downlight ®FE Recessed Area Light Seal&Signature: a2oo FZ Surface Mount Ceiling Fixture �1ED ARC �5 s FH Linear LED 5, DePg d k,Q' , SP-1 Ceiling Speaker t ' E 0 SD Smoke Detector,CO2 Alarm `' s�9T 034585 �OQ� F OF IN GDP 1220 Ninth Street Level 01 RCP As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A121 212.634.9384 1 Basement Power Plan Revisions 3/16"=T-0" - No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structu 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural UP 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler I 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule i 16 Wood Blocking i 17 Interior Finish,Refer to Finish Schedule 18 Galv.Steel Furring Strip,w/Weep Holes I 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structure 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing I 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule i 29 Window System,Refer to Schedule I 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural j 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural j ) 42 Roof Wood Framing,Refer to Structural i I � 43 Roofing Membrane 1 ` 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape -- ---- --- -- ---- - - --- - --- -- 46 Roller Shade 47 Gasket OR Sealant t I 48 Provide 1/2"Space or 30-lb Felt Moisture Barriei € ' Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation j 50 Overlap At Membrane Transition _ - - 51 Asphalt Shingle Roofing System - 52 Ice and Water Shield j I ? 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish fr 55 1/2"Cementitious Backer Board _I 5 I �. 6 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct °91 FCI 58 Spray-foam Insulation,R 14 4 _U 59 Elevated Wood Decking Li '-! 60 Wood Trim E 61 5/8"Thick GWB Panel,Painted;Refer to Finish I iqP Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule I 65 Painted Ceiling,Refer to Finish Shedule -- -- - i 66 Base 1,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule - -- — - — 68 Exterior 3-Coat Stucco System f 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane I 71 1/2"Plywood - 72 Cast in Place Concrete Stair - I 73 Stone with Undermount Sink 74 Stone Countertop Ii j 75 Wood Stair,Tread and Riser with Handrail i I 76 Metal Guardrail/Handrail { I LL 77 Medicine Cabinet oil 78 Shower Glass Partition and Door - I 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: D Aq� S. DePgs'yi�, Q to �qp 03458S OQ� F OF NE�� GDP 1220 Ninth Street Basement Power Plan 3/16"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A13( i 1 Level 1-Power Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural DN 11 Slab-on-grade Perimeter Waterstop i 12 Compressible Joint Filler 13 Sealant -- -�+--� 14 3/4"Plywood Subfloor ` 15 Floor Finish,Refer to Finish Schedule ' 16 Wood Blocking = 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge ® I i 20 Exterior Wall Base Trim(Azek or Sim.) € _ 21 2x4 PT Sill Plate { �I 22 2x6 PT Wood Sill Plate I112 z,-r,� r4r 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing � i 25 2x4 Wood Framing 26 2x6 Wood Framing � 27 Weather Resistive Barrier 28 Glass Door System,Refer toSchedule U � 7 y 29 Window System,Refer to Schedule 30 Vertical Battens �- ;l -- - - h - j -- 31 Fiber Cement Trim Board U , i 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural LL �II 1 c7 1 1 35 Formed Metal Gutter,Painted Finish I [ i 36 Ceiling Finish,Refer to Finish Schedule } j 37 1/2"x 1/2"Reveal Reglet i 11 _!�` 38 Wood Furring Strips {_. I 39 2x12 Wood Framing : a 40 3/4"Plywood Sheathing I� ( 41 Concrete Column Footing,Refer to Structural I 42 Roof Wood Fin Refer to Structural oo Framing, I 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape i ,��• 46 Roller Shade i �' - ,"• � 47 Gasket OR Sealant i 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier I u 'J Between Foundation Wall and Untreated Wood - DN-�-� � � ��-YM_ C r, 1 �, 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition cf I was �+ I : her 51 Asphalt Shingle Roofing System Ice and Water Shield dryer 53 Continuous Formed Meta Cleat � 54 T&G Wood Cladding,Painted Fin ISh t,r 1 ,? n'. :r P.rea li 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles _ 57 Steel Column Structure,Refer to Struct GFCI 58 T- - t I �3--�-- Spray-foam Insulation,R-14 59 Elevated Wood Decking E - --- 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule -_� �. 62 Tile Wall;Refer to Finish Schedule - ® = --`° - --ram P f WP/ - -- - GFCI 63 Tile Floor-Refer to Finish Schedule � GFCI� ! - 64 Concrete Floor,Refer to Finish Schedule - 65 Painted Ceiling,Refer to Finish Shedule - 66 Basel,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule _--_._---___.______ 68 Exterior 3-Coat Stucco System ------------------.-------� 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane { - -- - - TI 1/2"Plywood f 72 as in ace Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop I 75 Wood Stair,Tread and Riser with Handrail l 76 Metal Guardrail/Handrail 77 Medicine Cabinet - -- -- - - 78 Shower Glass Partition and Door qPGFCIGFCI i _. _,_._ ! 79 Freestanding Gas Fireplace }W - ._____ / WP/- -- - _----------i 80 Custom Millwork,See Millwork Sheets GFCI& GFCI�D l _ _— 81 Painted Wood Trim,See Detail 07/A410 - - = 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: �ERED ARC J, DePg ' �34585 �OQ� OF NE`N GDP 1220 Ninth Street Level 01 Power Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 Al 212.634.9384 31 04 South Elevation 3/16"=1'-0" O C (.� O Revisions YNo. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 _ Top of Roof HP 0 16'- Notes 01 CIP Concrete Footing,Refer to Structural 51 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 89 - -m _ T.O.Framing 05 Geotextile Fabric V111 ff- LL U------------------------------------------------------------IL 89 9'-8 3/4" 06 Drainage Mat With Filter Fabric 89 \ `\ 07 Foundation Drainage System `\ 08 Below Grade Insulation,XPS \ 32 W-21 W-22 09 Below Grade Waterproofing Membrane 32 , 10 Slab-on-grade,Refer to Structural W-11 W-12 W-15 W-16 W-20 105-1 11 Slab-on-grade Perimeter Waterstop i 12 Compressible Joint Filler *, 13 Sealant + F.F.Level 01 14 3/4"Plywood Subfloor - tl n tl l.y� tl 01-0" 15 Floor Finish,Refer to Finish Schedule tll � 4 W tl x x$xx c_9txx ns�asa 16 Wood Blocking 2�9_ 18 EQ. 21 . 5 EQ. 20 EQ. L 5 EQ.MT. 9 EQ. 12 EQ. 5 EQ. 8 EQ. I 12 EQ. 2LE9. 17 Interior Finish,Refer to Finish Schedule Vertical Batten Spacing 18 Galy.Steel Furring Strip,w/Weep Holes 03 West Elevation 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 06 05 04 03 02 01 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing — Top of Roof HP 25 2x4 Wood Framing 16'-81/2" 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 51 29 Window System,Refer to Schedule 30 Vertical Battens _ 31 Fiber Cement Trim Board - _ T.O.Framing 32 Fiber Cement Siding Panels 9'-8 3/4" 33 Cavity Insulation Mineral Wool Batt,R- 13 89 I �� 89 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule W-02 F W-03 32 04 W-07 W-09 W-10 W-14 37 1/2"x 1/2"Reveal Reg let 38 Wood Furring Strips I 39 2x12 Wood Framing 20 40 3/4"Plywood Sheathing _ F.F.Level 01 0 41 Concrete Column Footing,Refer to Structural 0'-0" 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 5 EQ. 24 EQ. 7 EQ. 13 EQ. 2�9. 33 EQ. 21E9. 23 EQ. 21 Q. 44 Roof Cavity Insulation,Sprayfoam,R-24.5 Vertical Batten Spacing 45 Decomposed granite,Refer to Landscape 02 North Elevation 46 Roller Shade 3/16"=1'-0" 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier A B C Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition — Top of Roof HP 0 51 Asphalt Shingle Roofing System 16'-81/2" 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 51 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles T.O.Framing 57 Steel Column Structure,Refer to Struct -_-- - �/ — 58 Spray-foam Insulation,R-14 9 -8 3/4 59 Elevated Wood Decking 89 89 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule W-01 W-05 W-O6 62 Tile Wall;Refer to Finish Schedule 32 -23 i I I 3a 63 Tile Floor-Refer to Finish Schedule I 64 Concrete Floor,Refer to Finish Schedule 20 65 Painted Ceiling,Refer to Finish Shedule F.F.Level 01 66 Base 1,Refer to Finish Schedule 01-01, 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System T 39 EQ. �r— 9 EQ. 27 EQ. � 5 EQ.2�ET. 18 EQ. 21EQ. 69 Blackened Metal Fireplace Hearth Vertical Batten Spacing 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 1 East Elevation 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 1-`)" 06 74 Stone Countertop 01 02 03 04 05 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail — Top of Roof HP 77 Medicine Cabinet 16'-81/2" 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 51 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover - - - - -- - - _ T.O.Framing �/ 84 Stone Curb 9'-83/4" 85 FFE,Not in Contract \ 86 Mirror W- 5 W-26 87 Stone Coping -18 W-19 32 W-24 101-1 \ \ 32 89 Downspout �------ 1 11 i_LLjj_1_iL1� 1 11 11 1 ta Seal&Signature: 20 — F.F.Level 01 n epq �REIJ ARC 28 EQ. 29 EQ. 15 EQ. 9 EQ. l 4 EQ. L 4 EQ. 8 EQ. 12 EQ. a. fir-- Vertical Batten Spacing ,� ► ��(' 0345815 �,9TF OF GDP 1220 Ninth Street 370 Lexington Ave#407 Greenport,NY Exterior Elevations 3/16"=1'-0" New York,NY 10017 04/08/2024 212.634.9384 A200 Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 4 Garage South Elevation 1 Garage Plan 39 2x12 Wood Framing 5 Garage West Elevation 3/16"=1'-0" 3/16"=1'-0" 40 3/4'Plywood Sheathing 3/16"=1'-0" 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 3 43 Roofing Membrane p201 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood T 49 Sound Attenuation Insulation 51 00 28'-0" 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System I M Tr 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish T 55 1/2"Cementitious Backer Board 32 32 r; 56 Ridge Cap Shingles F 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R 14 59 Elevated Wood Decking 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule , 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule A2o� 2 a 66 Base 1 Refer to Finish Schedule Garage It A2oi 67 Base 2,Refer to Finish Schedule N 68 Exterior 3-Coat Stucco System 2 Garage East Elevation 3 Garage North Elevation 3/16"=1'-0" 3/16"=1'-0" 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 51 00 81 Painted Wood Trim,See Detail 07/A410 32 82 Painted Shelf,by Contractor `� 83 Gravel Ground Cover co N 84 Stone Curb __-_-__-____-_-_ --------- -------_---_____-- \ � 85 FFE,Not in Contract 86 - Mirror ---- ------------------- I 32 �. f- 87 Stone Coping — - - -- -- --- I � L 89 Downspout -all 4 Seal&Signature: a2o� D ARC Dep.,q s�gTF 034585 �pQ� OF NE`N GDP 1220 Ninth Street Garage Drawings 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A201 212.634.9384 i See Plan See Plan See Plan 2'-11/2" See Plan See Plan See Plan Revisions See Plan See Door Schedule No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 O O 1X O Notes 01 CIP Concrete Footing,Refer to Structural r �r 10 `� in 02 CIP Concrete Foundation Wall,Refer to Structural O 03 Concrete Grout,Slope to Drain d ` CV ` N M `t Oo: ` ,' " N N 04 Drainage Medium CD bo 8o cn m 05 Geotextile Fabric 00 06 Drainage Mat With Filter Fabric r` 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor F.F.Basement _ F.F.Level 01 15 Floor Finish,Refer to Finish Schedule —' -9'-0" W-26 T 0'-0" 16 Wood Blocking W-35 > ( 007-1 W-34 W-33 W-32 W-31 17 Interior Finish,Refer to Finish Schedule 18 Galv.Steel Furring Strip,w/Weep Holes See Plan See Plan See Plan � See Door Schedule See Plan See Plan �` — —� —'�- Drip Edge 20 Exterior Wall 19 SS Flashing&ase Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural `\ 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing ` O 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule o 29 Window System,Refer to Schedule O O O O O 30 Vertical Battens 31 Fiber Cement Trim Board N 32 Fiber Cement SidingPanels T \ bo , co co co cfl co co bo bo co bo 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural F.F.Level 01 42 Roof Wood Framing,Refer to Structural 01-01. 43 Roofing Membrane -21 W-22 105-1 W-20 W-17 W-18 W-19 W-16 W-15 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape See Plan 46 Roller Shade See Plan See Plan 47 Gasket OR Sealant I 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct ez 58 Spray-foam Insulation,R-14 N � �r T 59 Elevated Wood Decking co co� iw ao 60 Wood Trim 61 5/8"ThickGWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule F.F.Level 01 68 Exterior 3-Coat Stucco System 0'-0" 69 Blackened Metal Fireplace Hearth W-13 W-14 W-11 W-12 W- 7 -08 W-09 W-10 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink See Plan See Plan See Plan See Plan 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 0 0 0 0 85 FFE,Not in Contract 86 Mirror f N � <- � I N 87 Stone Coping co co Co 89 Downspout bo ao bo Seal&Signature: RED ARC C9�Q. De J, Aq yj� � Sp � _ — — — — — F.F.Level 01 0'-0 -05 W-06 W-04 W-02 0 W-01 (P�q�, 0345a5 FOF NE�� GDP 1220 Ninth Street Window Schedule 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10()17 A210 212.634.9384 i 02 Building Section at Den,Dining Room,Mudroom Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes (� 01 CIP Concrete Footing,Refer to Structural D 01 O A 02 CIP Concrete Foundation Wall,Refer to Structural 30 03 Concrete Grout,Slope to Drain 04 Drainage Medium i 05 Geotextile Fabric Top of Roof HP 06 Drainage Mat With Filter Fabric 16'-81/2" 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop T.O.Framing 0 12 Compressible Joint Filler 9'-8 3/4" 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking i 17 Interior Finis h,Refer to Finish Schedule �0 Kitchp , 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 40 , 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 11 F.F.Level 01 22 2x6 PT Wood Sill Plate 01-01, 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing Light II 25 2x4 Wood Framing 007 Stor ge 002 Guest Bed 2 � � ��\ � 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule F.F.Basement 30 Vertical Battens _91_0" 31 Fiber Cement Trim Board I 32 Fiber Cement Siding Panels J 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 01 Building Section at Kitchen,Liviing,Dining 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 3/16"=1'-0" Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 06 05 04 03 02 01 54 T&G Wood Cladding,Painted Finish i 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 02 01 57 Steel Column Structure,Refer to Struct 30 30 i 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim Top of Roof HP n 61 5/8"Thick GWB Panel,Painted;Refer to Finish 16'-81/2" Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule T.O.Framing 67 Base 2,Refer to Finish Schedule \ 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 112 Primary Bed \� �� \� �� 70 Thinset Mortar on Waterproofing Membrane 103 Living,Area 104 Kitche 71 1/2"Plywood 72 Cast in Place Concrete Stair <- 73 Stone with Undermount Sink 74 Stone Countertop LLL L 75 Wood Stair,Tread and Riser with Handrail F.F.Level 01 76 Metal Guardrail/Handrail ---- 0'-0" 77 Medicine Cabinet 78 Shower Glass Partition and Door O 79 Freestanding Gas Fireplace • ' 80 Custom Millwork,See Millwork Sheets ' 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb \ F.F.Basement 0 -91-0" 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: J, DeP,gs'yi�, ��9TF 03458S �pQ� OF NE�S�1 GDP 1220 Ninth Street Building Sections 3/16"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A300 I i 02 Building Section at Guest Bednooms Revisions 3/16"=1'-0" No. Issue Date 01 01 Building Permit Submission 03/17/2023 30 02 Building Permit Revision 04/08/2024 Notes O �T 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium Top of Roof F Geotextile Fabric 116-81% Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 4 11 40 T.O..Fra Slab-on-grade Perimeter Waterstop mi g -8 3/ Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule it 112 Pri �a Be( 18 Galv.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) F.F.Level Q1 2x4 PT Sill Plate 0'-22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural / I 24 1/2"Plywood Sheathing / / St age 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier I I 2g8 Glass Door System,Refer to Schedule \ F.F.B:aseme2� C�77 Window System,Refer to Schedule _9,_ l3—"-Vertical Battens — 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 01 Building Section at Living nitrance 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood i49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles D O 01 B A 57 Steel Column Structure,Refer to Struct 30 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking Top of Roof HP 60 Wood Trim 16 -81/2 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule T.O.Framing 0 67 Base 2,Refer to Finish Schedule 9'-8 3/4" 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 103 Living Area 102 Dining Area \`� 107 Pwdr Rm 1 6 Mudroo 0 st Bed 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail F.F.Level 01 76 Metal Guardrail/Handrail 0'-0" 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 008 Storage Basement 05 uest Ba 006 Storage 80 Custom Millwork,See Millwork Sheets 001 Den 004 Guest Bed 3 81 Painted Wood Trim,See Detail 07/A410 �\O 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb F.F.Basement C/ 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: 1D A%' 3, DePq ��� � Sp � a, s �q 0345BS 4� rFOF NE`N�Q GDP 1220 Ninth Street Building Section 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A301 i 6 Wall Section at Main Entry 4 Wall Section-Typical 2 Enlarged Elevation East _ 1/2"=1'-0" 1/2"=1'-0" 6 Revisions 1/2 1-0 40 O Top of Roof HP No. Issue Date 0 16'-81/2" 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 I I I ! Notes I I I i i A410 A410 A410 4 4 T.O.Framing 0 I T.O.Framing T.O.Framing 9'-83/4" I I — — 9'-83/4" — — 9 — — — 9'-83/4" r 41 L- - - - -� 14 A411 I 41 I d L _ _ J 13 4 A411 I A411 \ 5111 \ �4 k4l I / 0 / 3 bo A410 I I 2 A 0 rn _ F.F.Level 01 F.F.Level 01 p — — I — — " — — -- — _ F.F.Level 01 01-0. 0'_p 01-01, 41 i 1 Enlarged Elevation West 1/2"=1'-0" 03 02 11 I A410 O1 I i i l I I 10 A411 ! i F.F.Basement F.F.Basement I I 1 — — — —I — — — — — A411 f I I I i i — — T.O.Framing I 1 I 7 9'-8 3/4" 41 i g A410 6 - OPP. 11 A411 I A411 I I 8 12 A41'1 A411 i I I I I 1 I i A411 6 2 5 A410 ( I A411 A411 I Seal&Signature: F.F.Level 01 `7 p1 ARC, — — — — 0'-0" ���P 3, DeP'q i 034585 OF NEB GDP 1220 Ninth Street Wall Sections 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A400 I i 4 Section at Light Well 2 3 Section at Light Well 1 Revisions 1/2"=1'-0" z 03 1/2"=T-0" O No. Issue Date 2 4 510 T40 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 40 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 7 g 13 LO-"" 13 5 06 Drainage Ma With Filter Fabric A411 A411 A411 A411 L= A410 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural W- g W-19 W_20 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 2 5 5 3 2 19 SS Flashing&Drip Edge A411 A412 41 12 A4 A4 20 Exterior Wall Base Trim(Azek or Sim.) F.F.LevPel 01 0 F.F.Level 01 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 01'-0" 0 -0" 23 Wood Beam/Joist Structure,Refer to Structural �,, 24 1/2"Plywood Sheathing ' -1 -4" 6 -1�- 25 2x4 Wood Framing 41 I f 26 2x6 Wood Framing 27 Weather Resistive Barrier I I 2 10 �, 2 28 Glass Door System,Refer to Schedule I c� A412 , N 29 Window System,Refer to Schedule A412 A412 I I 30 Vertical Battens I I -3-10" I W-34 W-33 ) W-32 -31 -3'-10" g 31 Fiber Cement Trim Board ;� 41 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 0 A412 \ 34 Wood Column Structure,Refer to Structural A412 35 Formed Metal Gutter,Painted Finish , Z� A412 W—LLL � ` N36 Ceiling Finish,Refer to Finish Schedule 6'-4" 836' 4" 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 0 cw 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 F.F.Baserment _ F.F.Basement 45 Decomposed granite,Refer to Landscape -91 46 Roller Shade 47 Gasket OR Sealant 01 01 01 01 01 01 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 1 Enlarged Plan-Lightwell at Ground Level 2 Enlarged Plan-Lightwell at Basement Level 54 T&G Wood Cladding,Painted Finish 1/2"=1'-0" 1/2"=1'-0" O 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Basement i i i i Schedule 0'-0. 105 Hall 2 001 Den i i 004 Guest Bed 3 62 Tile Wall;Refer to Finish Schedule i i 11 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule O 67 Base 2,Refer to Finish Schedule -32 W-31 68 Exterior 03 03 — = _ � 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth - - 70 Thi- •�` ns t M_ - e Mortar on Waterproofing- -- - Mem r bane W-33 'n 72 Cast i Place Concrete Stair 0 0 - - - - - - - 73 Stone with Under mount Sink _ 4 74 StoneCountertop 1 - - 0 3' 10" 75 Wood Stair Tr ead and Riser with Handrail - - - - 3' 10 - - - - - - -- - - - - - - - - 76 Metal Guardrail/Handrail - Medicine Gue t Be - - e Cabinet - 002 s d - i ,h e1) _- O10.C, vv _ _ - - W- 4 g t - - 78 Shower Glass Partition and Door 10 Kitchen - 3. 79 Freestanding - - Gas Fireplace 80 Custom Millwo rk,ork See Millwork Sheets i 81 Painted - _- - d Wood Trim See Detail 07/A410 A5 - - - - - - - - - - - - - - - - 82 Painte d Shelf,byContractor O 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 0 86 Mirror W-18 M 87 Stone Coping 89 Downspout Seal&Signature: 0 D A& DeP,gS, 034585 OQ� 4 4 FOFNE�� 40 40 GDP 1220 Ninth Street 370 Lexington Ave#407 Greenport,NY Light Well 1/2"04/08/2/20" 024 New York,NY 10017 212.634.9384 _ I i 2 Section-Exterior Stair 2 1 Section-Exterior Stair Revisions 1/2"=1'-0" 1/2"=1'-0" No. Issue Date 2 01 Building Permit Submission 03/17/2023 1 40 02 Building Permit Revision 04/08/2024 40 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 41 03 Concrete Grout,Slope to Drain I 76 04 Drainage Medium f I 03 05 Geotextile Fabric 176 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane I I F.F.Level 01 0 F.F.Level 01 10 Slab-on-grade,Refer to Structural 01-01, 9 0''0,. 11 Slab-on-grade Perimeter Waterstop 68 A412 12 Compressible Joint Filler 6 - 13 Sealant 41 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 10 ! 18 Galv.Steel Furring Strip,w/Weep Holes 72 A412 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 10" ,' \ 0 21 2x4 PT Sill Plate W-35 Q, 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 007-1 24 1/2"Plywood Sheathing 72 M I / 8 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 1 30 Vertical Battens ' 31 Fiber Cement Trim Board F.F.Basement i ,' 32 Fiber Cement Siding Panels �7 F.F.Basement Drain 33 Cavity Insulation,Mineral Wool Batt,R-13 � -9 -0 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 01 36 Ceiling Finish,Refer to Finish Schedule 01 37 1/2"x 1/2"Reveal Reglet : . . . . . . . . . . - - 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 3 1/2Enlarged" '-0" n-Exterior Stair 43 Roofing Membrane 11 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 2 40 7 46 Roller Shade 47 Gasket OR Sealant A412 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 12'-6" Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 01 54 T&G Wood Cladding,Painted Finish 1 55 1/2"Cementitious Backer Board 40 01 72 pN 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim 61 5/8"ThickGWB Panel,Painted;Refer to Finish Schedule fFF - 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 4 Enlarged Plan-Exterior Stair Basement 71 1/2'Plywood 1/2" 1'-0" 72 Cast in Place Concrete Stair = 73 Stone with Undermount Sink 2 O 74 Stone Countertop 40 75 Wood Stair,Tread and Riser with Handrail 3'-11" 12'-6" 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets _--- --- 81 Painted Wood Trim,See Detail 07/A410 1 I 1 1 I 01 82 Painted Shelf,by Contractor tg 1 I I I I I 1 I 83 Gravel Ground Cover A210 1 I 1 I I 1 I I I 1 I 84 Stone Curb 40 M 1 U i 72 85 FFE,Not in Contract 1 I I I 86 Mirror I I 1 87 Stone Coping I 1 89 Downspout i I I I I I 007-1 W-35 Seal&Signature: D ARC 3, DePgs,yid �34586 �QQ� OF IN GDP 1220 Ninth Street Exterior Basement Stair 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY / 8/ 024 New York,NY 10017 212.634.9364 A402 11 Section-Roof Peak 7 Section-Typical Window Head 4 Section-Typical Exterior Wall at Roof Gutter Revisions _ 56 _ Top of Roof HP 0 `. 43 52 51 - 52 No. Issue Date — — 16'-81/2" t \ 51 01 Building Permit Submission 03/17/2023 Slope Varies Slope Varies 02 Building Permit Revision 04/08/2024 \ �\ Slope Varies - — — — — — — �� 0 Notes 51 24 ; 35 O 35 " 19 01 CIP Concrete Footing,Refer to Structural 43 19 — — 110 -5 24 — — 10'-5" — — 0 02 CIP Concrete Foundation Wall,Refer to Structural i 03 Concrete Grout,Slope to Drain N 04 Drainage Medium /_ \\ 05 Geotextile Fabric 42 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS i N N 09 Below Grade Waterproofing Membrane N N 10 Slab-on-grade,Refer to Structural 42 31 31 11 Slab-on-grade Perimeter Waterstop J i — T.O.Frraming T.O.Framing 12 Compressibl e o nt F filler - _ 9' -8 3/4" : : — — — 13 Sealant 9,-8 3/4' 24 14 3/4"Plywood Subfloor 36 : 42 36 17 27 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking - 32 17 Interior Finish Refer to Finish Schedule - I 33 58 30 18 GaIv.Steel Furring Strip,w/Weep Holes 17 24 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 27 cY) 21 2x4 PT Sill Plate A r? 3 Section-Window Sill-Raised 22 2x6 PT Wood Sill Plate 11/2" - 32 3"=1'-0" 23 Wood Beam/Joist Structure Refer to Structural 30 Int. Ext. 24 1/2"Plywood Sheathing 29 25 2x4 Wood Framing 26 2x6 Wood Framing N 27 Weather Resistive Barrier -- N 60 - 19 28 Glass Door System,Refer to Schedule 60 , 29 Window System,Refer to Schedule 460 6 R.O. 8'-61/2" 24 30 Vertical Battens 31 Fiber Cement Trim Board 19 32 Fiber Cement Siding Panels (� 17 33 58 J 82 33 Cavity Insulation,Mineral Wool Batt,R-13 �J 29 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish Int. Ext. 2 Section-Typical Exterior Wall at Grade 36 Ceiling Finish,Refer to Finish Schedule / � 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 6 Section-Window Sill-Floor 17 33 58 ! 39 2x12 Wood Framing O 24 40 3/4"Plywood Sheathing 3"=1'-0" 41 Concrete Column Footing,Refer to Structural 27 42 Roof Wood Framing,Refer to Structural 32 43 Roofing Membrane 60 29 22 44 Roof Cavity Insulation,Sprayfoam,R-24.5 15 14 13 15 14 30 45 Decomposed granite,Refer to Landscape 9 Plan Detail-Outside Corncer _ — — — F.F..Level 01 �/ — zt 01-01, _ — — — — F.F.Level 01 �J 46 Roller Shade cfp - - - ------ - - ---- - i� 47 Gasket OR Sealant - ---- 19 21/2" EQ EQ " + 22 i + CV) + 22 + + / 48 Provide 1/2"Space or 30-Ib Felt Moisture Barrier T.O.Conc. � - - , r - - - / 31 T.O.Conc. Between Foundation Wall and Untreated Wood / N - - - - + + j 31 49 Sound Attenuation Insulation ( 1 89 Ext. r + 47 i + + i + , j to 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield i 48 i t i 48 i i i 53 Continuous Formed Metal Cleat 13 13 54 T&G Wood Cladding,Painted Finish --- - -_— + 20 55 1/2"Cementitious Backer Board Grade - + + a 56 Ridge Cap Shingles Grade �y 57 Steel Column Structure,Refer to Struct 32 - 33 `n ti i i + i I i �j �j �� /�� 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking g J _ I 06 04 r _ , _ - 1 06 04 \� \� \� 60 Wood Trim \\ 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 1 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule O 33 - \�\�\�� 65 Painted Ceiling,Refer to Finish Shedule 58 66 Basel,Refer to Finish Schedule \\ \\ \\ \\ I I \ \ \ \ 67 Base 2,Refer to Finish Schedule Ext.. Int. / System -�+A - � 68 Exterior 3-Coat Stucco Y 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 8 Plan Detail-Outside Cormer&Window 5 Plan Detail-Typical Exterior Wall&Window Jamb 1 Section-Typical Footing 72 Cast in Place Concrete Stair 3"_'1'-0" 3" 3"=1'-0" 06 �/ 73 Stone with Undermount Sink =1'-0" 21/2" 02 \/�\/�\/�\/�\� 74 Stone Countertop Ext. R.O 21/2" Ext. 75 Wood Stair,Tread and Riser with Handrail 7 3/4" R.O. Ext. . 21/2" I / 58 I 09 \\\\\\\\\\\\\\� 76 Metal Guardrail/Handrail ��.F.Basement n Medicine Cabinet 29 30 30 29 1 04 \�\\IX �� 78 Shower Glass Partition and Door = 10 /��j\\��\��\�j\/ 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 N 82 Painted Shelf,by Contractor 83 Gravel Ground Cover I _ 11 84 Stone Curb ryy N 33 n -,_ 03 85 FFE,Not in Contract 32 '` '•� - j\�j\� 86 Mirror 26 I \ \ 87 Stone Coping 27 60 60 i 1 06 j�jj 89 Downspout 09 26 � + + I 17 in 1 i \ \ � 01 /\ \� Seal&Signature: 21/2" 60 i + i Adjoining Wall 58 33 + i I (Where Occurs) j��j ,��(aIED ARC` Int. Int. Int. 034585 OF NEB GDP 1220 Ninth Street Exterior Details 3"=1'-O" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,14Y 10017 212.634.9384 A410 i 14 Plan Detail-Inside Corner 10 Section-Typical Exterior Wall at Roof Gable 6 Plan Detail-Inside Corner Window/Sliding Door 3 Section-Exterior Sliding Door Head Revisions 3„_ 1'-0" 7 3/16" 3"=1'-0" 3"=1'-l0" 3" (Below) 19 No. Issue Date /8" 51/2" 43 52 51 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Int. 30 Ext. 24 24 j{_ 30 - - - - - - _ - - - 19 32 l � \ -- -- - - - - -_ - - - Notes - - � � :�; 11/2" .� to 30 I I 31 24 01 CIP Concrete Footing,Refer to Structural O42 = _ 35 02 CIP Concrete Foundation Wall,Refer to Structural 30 19 10'-5" 03 Concrete Grout,Slope to Drain CA 04 Drainage Medium 28 N 60 = 05 Geotextile Fabric I N 06 Drainage Mat With Filter Fabric _ lign V, 07 Foundation Drainage System 30 ITI-P 08 Below Grade Insulation,XPS = I 09 Below Grade Waterproofing Membrane m 34 I I I 5" N 10 Slab-on-grade,Refer to Structural LO N11 Slab-on-grade Perimeter Waterstop 581 I I I 31 12 Compressible Joint Filler a f ( 13 Sealant 9 I I I _ - _ T.O.Framing n 14 3/4"Plywood Subfloor 9'-83/4' 17 to I I I 15 Floor Finish,Refer to Finish Schedule Adjoining Wall i I I i 9 Section-Exterior Inswing Door �j I I I i 16 Wood Blocking (Where Occurs)—� i 3"=1'-0" " " I 42 36 17 Interior Finish,Refer to Finish Schedule Int. ( R.O. 11/4 81/8 I I 18 Galy.Steel Furring Strip,w/Weep Holes 58 24 I 6 5/8" 11/2" _ 19 SS Flashing&Drip Edge O 13 Plan Detail-Inside Cornier Window H ;: i 27 20 Exterior Wall Base Trim(Azek or Sim.) Int. 58 24 Ext. 21 2x4 PT Sill Plate 3„._1'-0" I I I I 17 11/2" 32 Ext. Int. 27 22 2x6 PT Wood Sill Plate R.O. = 1 ( Align I I 23 Wood Beam/Joist Structure,Refer to Structural 81/8" 11/4 1 11/2' oxl/ � - .: � 32 24 1/2"Plywood Sheathing 25 2x4 Wood Framing Int. I t 60 26 2x6 Wood Framing N 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule / I I j 29 Window System,Refer to Schedule V V _ = 30 Vertical Battens 30 60 Align _ 29 60 R.O. 8'461/2" `" 31 Fiber Cement Trim Board MX I N R.O.8'-61/2" � 32 Fiber Cement Siding Panels 19 I -� j 19 33 Cavity Insulation,Mineral Wool Batt,R-13 ;o � / I I I / 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish / I j 29 36 Ceiling Finish,Refer to Finish Schedule i 00 _ _ _ _ / i _ _ _ I j 37 1/2"x 1/2"Reveal Reglet coo 38 Wood Furring Strips / O 00 N / r r-� t / 60 39 2x12 Wood Framing 40 3/4"Plywood Sheathing / Align - _ - 2 Section-Exterior Sliding Door Sill / g - - - - - - - 3"-1'-0" 41 Concrete Column Footing,Refer to Structural N Int. 21/2" 31/4" - / r- I 42 Roof Wood Framing,Refer to Structural - - - - _ Int. Ext. 43 Roofing Membrane 60 I 44 Roof Cavity Insulation,Sprayfoam,R-24.5 Align 28 45 Decomposed g p I � Int. 28 � 5 Section-Pattio Stair posed granite,Refer to Landscape d 3"=1'-0" I 46 Roller Shade 60 59 15 14 13 I p 47 Gasket OR Sealant 15 14 19 D 59 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 12 Plan Detail-Outside Corner Window -_ - - F.F.Level 01 � - - 59 - - - F.F.Level 01 � � F.F.Level 01 p /// 01-01, - 01-01, 0'_0" Between Foundation Wall and Untreated Wood 3" =1'-0" 49 S d 21/2" L. EO CL EQ 21/2" 1. c� i 22 50 Overlap At Membrane Transition i 22 L _ _ i r�' 73 R.O. Ext. T.O.Conc. - T 51 Asphalt Shingle Roofing System 47 i 47 19 52 Ice and Water Shield 3 t CL r { - � � � 53 Continuous Formed Metal Cleat 89 30 i 29 i i . . : i i 50 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles N T+ r M 57 Steel Column Structure,Refer to Struct LEM. 58 Spray-foam Insulation,R-14 iv m 30 I 57 59 Elevated Wood Decking _ _ 60 Wood Trim = 32 - I_ _ _ r — �. i 28 20 61 5/8"Thick GWB Panel,Painted;Refer to Finish \ i t 23 i 1 23 �r CL Schedule 27 -- Grade 04 34 45 ' - 62 Tile Wall;Refer to Finish Schedule / 63 Tile Floor-Refer to Finish Schedule \ Grade 64 Concrete Floor,Refer to Finish Schedule N 65 Painted Ceiling,Refer to Finish Shedule X/x/� 66 Basel,Refer to Finish Schedule /\\/ 7 08 X`/\\/X\� i i OI , i i Schedule L - - - - - 60 \�\� \ \\ r - o System Base Refer o Finish 08 68 Exterior 3 Coat Stucco m 29 I 69 Blackened Metal Fireplace Hearth MA-HO6 \�\\�\\j 70 Thinset Mortar on Waterproofing Membrane Int. ; \ \\ \� i i \\�\\\i\\\ 71 1/2"Plywood Ext. I I 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 11 Plan Detail-Outside Corner Sliding Door/Window 8 Plan Detail-Intermediate Mullion 7 Plan Detail-Gliding Door/Window Mullion 4 Plan Detail-Main Entry Door 1 Plan Detail-Exterior Double Sliding Door 74 Stone Countertop 3"_1,_0" 3"-1,_0" 3"=1,_0" 3"=1,_0" =1,_0„ 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail �;t, Int. 77 Medicine Cabinet I I 78 Shower Glass Partition and Door 24Align I I 21/2" 2� 1/2" 21/2" Int. 21/2" 79 Freestanding Gas Fireplace I I I �' ` Int. i 60 I I 80 Custom Millwork,See Millwork Sheets d / 60 81 Painted Wood Trim,See Detail 07/A410 / N 82 Painted Shelf,by Contractor 11� � = 83 Gravel Ground Cover N Int. 60 Int. / 84 Stone Curb 24 60 Align Align 85 FFE,Not in Contract 86 Mirror M �� wit / % 33 87 Stone Coping tt , � 89 Downspout 32 34 Seal&Signature: - - ND ARC 3, DePgs I' 19 (Below) 29 29 19 (Below) 28 19 29 29 I 32 30 I 28 I 30 32 27 24 32 30 O 21 21/2" Ext. Ext. (Below) Ext. .� 7 3/4" R.O. R.O. 7" R.O.See Plan 21/2" ' Ext. Ext. 034585 �pQ� OF NEB GDP 1220 Ninth Street 370 Lexington Ave#407 Greenport,NY Exterior Details 3"=1'-0" 04/08/2024 New York,NY 10017 212.634.9384 A411 10 Plan Detail-Basement Window Jamb 7 Section-Basement Stair Wall Cap 5 Section-Exterior Wall at Light Well Window 3 Section-Exterior Wall at Light Well ' 3"=1'-0" 3"=1'-0" 111/2" 3"=1'-0" 3"=1'-0" Revisions R.O� 3 Ext. Slope � 87 5/8" 51/2" _ 1/2" 3" 5/8" 51/2" 1/2" No. Issue Date ' 68 01 Building Permit Submission 03/17/2023 29 N 02 Building Permit Revision 04/08/2024 M Int. 17 33 24 Ext. Int. 17 33 Ext. 24 f r i Notes r r , 27 27 01 CIP Concrete Footing,Refer to Structural r 32 02 CIP Concrete Foundation Wall,Refer to Structural y : r i i ! 22 03 Concrete Grout,Slope to Drain / 26 02 r _ 30 30 04 Drainage Medium �' F.F.Level 01 F.F.Level 01 05 Geotextile Fabric — " — — - -- --- 19 -- - - — — - 06 Drainage Mat With Filter Fabric Foundation Drainage System 07 j — — F.F.Level 01 j 31 L - - 22 J �/ 31 08 Below Grade Insulation,XPS 0. M r 47 ram-- / 09 Below Grade Waterproofing Membrane / l i , , j � 10 Slab-on-grade,Refer to Structural Slab-on-grade Perimeter Waterstop 48 i r 12 Compressible Joint Filler 13 Sealant I � ' 1. r 14 3/4"Plywood Subfloor j/ 60 17 i Y 19 r r a 15 Floor Finish,Refer to Finish Schedule Int. i 20 68 T i t I 68 21/2" (• 16 Wood Blocking i• i , , i � 27 17 Interior Finish,Refer to Finish Schedule 9 Section-Basement Dcoor I i 18 Galv.Steel Furring Strip,w/Weep Holes 24 r i r r 3"=T-0" ( r_ r I 19 SS Flashing&Drip Edge 17' 33 i• 23 - 20 Exterior Wall Base Trim(Azek or Sim.) Int. Ext. 6 Section Lightwell Wall 1 21 2x4 PT Sill Plate 1 1/2" 27 3"=1'-0" 111/2" 1 22 2x6 PT Wood Sill Plate Slope 87 23 Wood Beam/Joist Structure,Refer to Structural .I 36 21 i _ 24 1/2"Plywood Sheathing M N T.O.Cone.— , 25 2x4 Wood Framing iv 47 ' 26 2x6 Wood Framing `f' 60 Grade i ,• ( i 27 Weather Resistive Barrier r i . . . . 28 Glass Door System,Refer to Schedule i ,, i ,• 29 Window System,Refer to Schedule 19 R.O. - r r / - — — - — - — - — - — ' R.O. 30 Vertical Battens .i r 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels : . _ 33 Cavity Insulation,Mineral Wool Batt,R-13 Int. Ext. I - ,'.• 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 4 Section-Basement Window Sill 2 Section-Exterior Wall at Light Well Grade 37 1/2"x 1/2"Reveal Reglet 10" 3"=T-0" 3"=T-0" 38 Wood Furring Strips I I I I 39 2x12 Wood Framing Int. , • 68 Ext. 40 3/4"Plywood Sheathing �:. Int. Ext. I i, - - 41 Concrete Column Footing,Refer to Structural 29 42 Roof Wood Framing,Refer to Structural •� 27 l 28 1 N Roofing Membrane I i � R.O. 43 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 13 24 N 46 Roller Shade — 19 — 11/2" r 27 19 47 Gasket OR Sealant F.F.Basement — 22 r _g'0.. 47 22 i 17 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 13 I 13 20 i 20 49 Sound Attenuation Insulation ED ., on 511 Asphalt Shingle Roofing System r r 27 Slope 1/4" r i Ice and Water Shield p 52 111 i i per Foot Grade r i Grade 10 i i . . 09 Painted finis r � � G de Grade 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,P ' d Finish r i " . . 1/2"Cementitious Backer Board i 02 i 04 8 56 Ridge Cap Shingles / 06 10 i 06 •• � _. i / - � � \ 57 Steel Column Structure,Refer to Struct 06 �/ 08 �,/ 58 Spray-foam Insulation,R-14 . . . J. 09 _ 17 /\� i -\ 59 Elevated Wood Decking 02 09 "�08� \ 60 Wood Trim 161 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 8 Plan Detail-Basement Exterior Door 1 Plan Detail-Basement Exterior Wall&Window Jamb 63 Tile Floor-Refer to Finish Schedule 3"=1'-0" 3"=1�-0" 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule Stair 66 Base 1,Refer to Finish Schedule I Adjoining I I I 67 Base 2,Refer to Finish Schedule ,-• 31/4" R.O.See Plan R.O. Wall � � ' � Above r ' 2� 1/2�L 21/2" Int. 68 Exterior 3-Coat Stucco System r I Align I ( ) , , Align i I 69 Blackened Metal Fireplace I 60 � � Hearth 70 Thinset Mortar on Waterproofing Membrane 68 28 68 29 Ext. " Align 71 1/2 Plywood .K. / / // f / 72 Cast in Place Concrete Stair ' 73 Stone with Undermount Sink i Countertop / 75 w�na Stair,Tread and Riser with Handrail . . Wood 76 Metal Guardrail/Handrail Alin -- / 9 77 Medicine Cabinet 26 / / �% " i / 26 78 Shower Glass Partition and Door j , 57 ., / 02 79 Freestanding Gas Fireplace j ��r 80 Custom Millwork,See Millwork Sheets — - - - / , , % 33 , 81 Painted Wood Trim,See Detail 07/A410 —I — - r — / — — /X 82 Painted Shelf, j j. i 26 / /ii�i by Contractor 83 Gravel Ground Cover / 33 % 84 Stone Curb c i 85 FFE,Not in Contract 86 Mirror 87 Stone Coping — — — — — — — — 60 — /; i it ---- / - - - - - - - - - - - - - - --_- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 89 Downspout — — — — — — — — — / 17 j/ Adjoining — Wall Ext Seal&Signature: 21 1/2" 21/2" 21 1/2" I (Above) � Int. Align 60 I I I I 04 '(EaEO AAG DeAq& 5" 11 1/41 R.Or.-See Plan 8 3/4" R.O.-See Plan 8 5/8" I r ►-- ' �9T �3458'6 pQ� F�F NE�y GDP 1220 Ninth Street Exterior Details 3"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A412 — I -- I Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 1 Section-Canopy 59 Elevated Wood Decking 3"=1'-0" 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish 30 Schedule 32 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 43 27 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 31 66 Basel,Refer to Finish Schedule N 67 Base 2,Refer to Finish Schedule N 68 Exterior 3-Coat Stucco System Ix `` 43 52 43 Slope 1/4"per Foot 52 19 69 Blackened Metal Fireplace Hearth 19 _ S 70 Thinset Mortar on Waterproofing Membrane — — — — — — — — — _ — — — — — — — — — _ — — — — -_ — — _ - _- _-- — — — — 9 17 _ . ., .. :;_•;.:_.- .., 36 19 -- — — — — — — — — - -- 7 j j/ j.- _ /2"Plywood 71 1 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink ih Gutter / 74 Stone Countertop 17 75 Wood Stair,Tread and Riser with Handrail - -- ---------- 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door N 79 Freestanding Gas Fireplace / / / 80 Custom Millwork See Millwork h/ / , / S eets / / f 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb i 85 FFE,Not in Contract 86 Mirror ------- 87 Stone Coping 31 R.O. (Beyond) 8'-61/2" 54 19 89 Downspout ----- - - ; ; 19 Seal&Signature: 32 D ADO DePq /, 51/2" i 5'-1" ; q�. 3458 p . FOF NE�y GDP 1220 Ninth Street Exterior Details 3"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A413 i GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW PORK BUILDING ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE 1 STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REEGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. , GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. .- - 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED € YORK STATE BUILDING CODE 2020. STEEL THICKNESS =0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK - E n q i n e e r i n g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, 158 County Rd. 39, Suite 10 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND A. FORMED WALL 2" BACKFILL SIDE.3/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, N.Y.11968 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4"TOP, 3" BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL, CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO B. ROOF LOADS: LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES ROOF SUMPS CLOSURES AT REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE F p NE INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE ,�� w y SNOW: SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. ,�P NENRy -0 OCCUPANCY CATEGORY II ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL O� GROUND SNOW LOAD,Pg 20 PSF CONFORM TO ASTM A233 CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING 2 EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. 1. LAMINATED VENEER LUMBER (LVL) SHALL BE MICRO-LAM AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12:" ON CENTER, UNLESS �" M cc: THERMAL FACTOR,Ct 1.0 MANUFACTURED BY WEYERHAEUSER, "G-P LAM' AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTION'S SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION GEORGIA PACIFIC CORPORATION OR GANG-LAM AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 If2" LONG WELDS AT A Fp Og72p� FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: FOR DEFORMED STEEL WIRE FOR CONCRETE'.REINFORCEMENT ASTM A496 WITH LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF 3'4" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU pR�FESSI4NP�BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME C. WIND DESIGN DATA,: USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL WIND LOADS HAVE BEEN DETERMINEID BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 JANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 SLABS UNLESS OTHERWISE NOTED. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF C. PIERS 4000 S.C. 1" IMPORTANCE FACTOR,Iw 1.0 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FB(FOR DEPTHS:5 12")12. PROVIDE AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING - 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL - DESIGN WIND PRESSURE FOR COMPONIENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. FRAMING NOTES: E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS 'THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE ABBREVIATIONS AND SYMBOLS CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF F_ 6. REINFORCING TO SUPPORT CONS;TRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOLT Q ENGINEERING OF THE FORM WORK:, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAIL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE REESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 11 300 FEET, MIN. (OR AS PER MANUFACTURIER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3 MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. - BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE(1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN LONG MINIMUM AT 3-0 O.C. AND 1-0 AWAY FROM CORNERS UNLESS BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ACCORDANCE WITH THE: LATEST A1SC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER. PROTECTING ALL WORK DURIING CONSTRUCTION AGAINST DAMAGE, 301. 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2 MATERIALS: CANT CANTILEVER STIF STIFFENER . BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO CB COLUMN BELOW STL STEEL �--- APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL U) POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD 'J DOCUMENTS. REFER TO THE ARCHI"TECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR(1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500.GRADE B(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO IBE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP W W OR OPENINGS IN STRUCTURAL A4EMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL WALL AL F- (n STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED f- v 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY fN FIELD 9. SEE ARCHITECTURAL DRAWINGS; FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED`WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND )VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVIE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARIN(G TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHAILL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING W ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED ARCHITECT PRIOR TO FABRICATIOIsV OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVIE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM W }- THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLA7E. GR GRADE z 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOIR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER w �- SUPPLIER, ETC. IN LIEU OF PREPAIRATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF''CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT = 0 0 OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH � ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION z �- LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST z z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP W REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U O W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W N ADDENDA IN FORCE AT THE DATE(OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD Q N DRAWINGS. (n ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL W v 16. ANY DEVIATION FROM THESE PLAINS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE n-ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTRON A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THIESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM Revisions WORK AND NOTIFY THE ARCHITI'ECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLAS FB(BASE))=850 PSI FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),N0.2. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FV(BASE)= 180 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 10/26/23 FOR PERMIT RESPONSIBILITY.AND LIABILITY TIHEREFROM. OC ON CENTER 2 04/03/24 FOR CONS E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 -44-- 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 --/--/-- -- CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY IPERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 --I--1-- - 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. CERTIFICATE OF OCCUPANCY. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT;END-TO-END ALIGNMENT. CITED HEREIN, THE REQUIREMENITS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn yanDesigned By : : NM : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALT'EIRNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE 1S GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTYABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date: 10/26/2023 SHALL BE RESPONSIBLE FOR TCHE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES )WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRID THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE w MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL S000 INDICATED. 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5-0 CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY FOR ALL SLABS ABOVE GRADE. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# FPROVIDE 20"OF CRUSHED STONE BELOW A FOOTINGS AT STAIRWELL S200 8 $-20000 n Engineering -71 158 County Rd. 39, Suite 10 -S.F. — — ------ _T ' Southampton, NY,11968 I ' U� Office: (631)259-3959 7 Info@DiLandroAndrews.com S-200 Certificate No.: 0019523 I I , I Professional Seal OF Neq/ NR 10 0 M Cr 99; 2 I I p9�FESSIONP� " I I I I�00 WELL COMPACTED FILL 95%MODIFIED SEE'A'DWGS FOR TOP OF 4PROCTOR DENSITY,NO FINES OR WALL AND SHELF ELEVATIONS NS-200 ORGANICS BELOW SONOTUBES,TYP). 'WELL COMPACTED FILL 95%MODIFIED I I � ( ® � PROCTOR DENSITY,NO FINES OR ORGANICS BELOW SONOTUBES,TYP. 1 I � I I I O S-200I � I � I I . I - 1 � z '---NEW 5"SLAB ON GRADE W/ I BP-3 _j WWF 4X4 W-2.OxW-2.0, BP-1OVER 1 OMIL VAPOR BARRIER 'A:[SEE _.j_ _j 0 4 ___ UNEXCAVATED OR WELL S-200 COMPACTED FILL 95%MODIFIED PROCTOR DENSITY,NO FINES OR 4 ORGANICS S-200 0 r4 0 F2,5 F3. F2.5 BP-2 F2.5 BP-2 F2.5 BP-2 BP-2 0 0 0I . 1 I I_ _l L I___ -I l-_ _I L_ -I I I ; I I �' LEGEND � 4 s-too ( W OPENING FOR LIGHTWIELL, SEEA'DWGS INDICATES FOUNDATION WALL. 4000 I I BP-1 PSI COMPRESSIVE STRENGTH MIN. c r INDICATES FOUNDATION WALL SHELF, 0 SEE DETAILS FOR SIZE 8"WALL BELOW 1 /68 4 z WINDOWS S-200 INDICATES TOP OF SLAB ELEVATION w v w BP-3 FROM DATUM ELEVATION 4 I I WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY,NO FINES OR 0 -200 W V. ORGANICS BELOW SONOTUBES,TYP. [-X'-Xx'l INDICATES BOTTOM OF FOOTING EL. FROM DATUM WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES OR ORGANICS BELOW SONOTUBES,TYP. Revisions 4 \ 7 INDICATES CONTINUOUS/ISOLATED No. Date Description ��O�O FOOTING, 4000 PSI COMPRESSIVE 1 110/26/23 FOR PERMIT .--- I I ( r-- r-- STRENGTH MIN. 2 04/03/24 FOR CONS 3 -44— INDICATES 12" SONOTUBE w/ BF 2'8 4 PROVIDE DRAINAGE F I / HOLES IN FOOTING BIG FOOT FOOTING, 4000 PSI 5 4 COMPRESSIVE STRENGTH MIN. S-200 INDICATES BASEPLATE TYPE. SEE Designed By : NM DETAIL 1/S-400 L — — — _J Drawn By : NM O -S.F. - INDICATES STEPPED FOOTING. Checked By : AA .11111 Jill jj1.1110;____ SEE DETAIL 6/S-301 NOTES: Date : 10/26/2023 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF Scale: AS NOTED FOUNDATION PLAN 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. SCALE: 1/4"= V-0" 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. S � i 00 Sheet 4 i I- - - - - - - - - - - - - - - - - - � I I . — - - Ad'-Ad' NOTES: Engineering 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. 158 County Rd. 39, Suite 10 > I Southampton, N.Y.11968 _o I I 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Office: (631)259-3959 3 r' SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Info@DiLandroAndrews.com S-300 � � I I Certificate No.: 0019523 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND LO I BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. � 2 2x8 PT I N T 1 C. I I 4. FASTEN ALL FRAMING AS PER TYPICALF Professional Seal FASTENING SCHEDULE. 2 1 3l4x 11 7/8 LVL .I I �, OF NEW Y 16 oz 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. �Q. NENRY p,A I , , I O� f=- m w co N m I I �`` 097201 N I (2)2x8 LEDGER A9�FES SIONP� I FRAMING LEGEND 00 Storage W.PT I BEAMS / HEADERS AT 1 I i"o.c. I I (2)2x4 PT II I MOMENT CONNECTION VALUE v a (FT-KIPS) 00 X � I N d. BEAM MATERIAL (V' -13 N (2)2x8 PT 2x PT `V BEAM SIZE I I a_ AT 1 "o.C. 1 I , 00 x f- N d ® I I N - �BEAM END REACTI3�00 (2) 1 3/4x 11 7/8 LVL .00 11 7/8 JI 560 I N ON I I AT 1 "o.c. N L NIOMENT 2xE PT WOOD) 2x4 T ® (LBS- (2 (KIPS-STEEL) CONNECTION I 5 AT 1 " ~a COLUMN n~. 5 S-301 � BEAM NUMBER OVER BEAM N N m �S_301) (2)2x8 LEDGER (2)2x8 LEDGER N N 1 1I JOIST / RAFTERS z _ 1 (2)2x8 PT Q SPAN DIRECTION I — — — — �\� �\ • — — — — — — I — — — — — — — — — — — — — RAFTER PITCH EXTENTS OF DIRECTION � FRAMING — — — — — — — — — — — — — — — — — — — — — — N 2 0 O r`C LL O I Q JOIST/RAFTER LL I J 3 > c; TYPE. &SPACING S-300 (2, 1 3/4x 11 7/8 00 °° U) I s > J Storage � N I COLUMN / POST JOf S-300 x � -- C -INDICATES STEEL COLUMN BELOW F- LL O 2 1 3/4x 11 7/8 LVL co Basement _ v v v zzoo O I -INDICATES STEEL COLUMN ABOVE/BELOW zt 1B-03 Lz M ( Den .00 11 7/8 TJI 560 ;v 3 I GJ� -INDICATES STEEL COLUMN ABOVE I AT 1 "o.c. G o N " OPEN 0 4 G u e s t Bed 3 s-3oo I J -- 1 -INDICATES COLUMN BELOW ege6 — I ® -INDICATES COLUMN ABOVE/BELOW 11 7 8 ,� 560 ; Guest Bat 3 AT 1 "o.c. p` ) I ❑ -INDICATES COLUMN ABOVE _ J i , ALL WOOD POSTS TO BE(2)-2X MINIMUM .�- I I ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. w 0 x ^ ~ ( LLI �- d .- in r m � � I WALL LU Z N W-32 _31 2)2x8 LEDG — f ( I U) 60 ® -INDICATES LOAD BEARING WALL BELOW spo-_ ; ❑ C -INDICATES LOAD BEARING WALL ABOVE O — — — 1 B-08� - ----- — — — — — — - — — — — — — — — — — — — — — — — J -INDICATES SHEAR WALL Z M CL I 00 ? Guest Bed 2 � 0 z N x .- N - 10 Lightwell , N Q N I HEADER SCHEDULE W N W W 34 I (2)2x8 PT ® (2)2x8 PT I I 0 N , I H-1 -INDICATES HEADER TO BE(2)-1 3/4x7 1/4"LVL � r I I 009 Storage I I — I I H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL 00 I H-3 -INDICATES HEADER TO BE(2)- 1 3/4xl 1 7/8"LVL Revisions N 5 I S-301 , No. Date Description • � IT I (2)2x8 LEDGER I 2 04/03/24 FOR CONS 2x PT - (i)2x8 PT 13 I AT 1 "o.c. ; es t Bath 4 --/--/-- --- 5 --/--/-- --- 0- I (2)2 LEDGE I a , x I 2x PT IXO N I I AT 1 'o.c. Designed By : NM I y : (2)2x8 PT I - - (2)2x8 PT ® I Drawn B NM Checked By L- — — — — — — — — — — — — — — — — — — — — — I I I , Date : 10/26/2023 Scale: AS NOTED FIRST FLOOR FRAMING PLAN S � i 01 SCALE: 1/4"= V-0" Sheet# i NOTES: I I I � 1. &SW X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. ' .; I"M" rfc -.__.� _D N PROVIDE 'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO �'.-_ a X HD W- BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ° ° E n g i n e e r i n g SHEARWALL AND INSTALLED PER TYPICAL DETAILS. — —I — — — H - -::.- - -- -r - i— — — — — — — — — I— — — — 15 8 County Rd. 39, Suite 10 r HD 968 Southampton, N.Y.11 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL Office: (631) N.Y.11 SHEET S-300 FOR SCHEDULE. Info@DiLandroAndrews.com 1 Phi W ey 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Certificate No.: 0019523 II ` 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Professional Seal SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. 112 Prim ry Bed' c� Z 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND OF NEw w I u ( BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ,`Q- NENRY 0,9 CL I i f O 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. O� 4 i ff 37 2 r I w 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. ~ 11 - w .. I j I FOp �97261 I m 9�FES SIONP� L. O FRAMING LEGEND I ? I i Z . 0 I r BEAMS HEADERS I w CO I MOMENT CONNECTION VALUE (FT-KIPS) BEAM MATERIAL E BEAM SIZE S-300 I ` HD I ----- + (2) 1 3/4x 11 7/8 LVL ,-,�4 ®3700 2B-01 - -- I BEAM END II REACTIOZ (LBS-WOOD) MOIMENT 114D en Ent nce (KIPS-STEEL) CONNECT ION01 BEAM NUMBER —COLUMN OVER BEAM z Q 5 I JOIST / RAFTERS S-400 I SPAN DIRECTION z DIRECTION o FRAMING -.7/ /L-- - ----- - - - - - - - - - - - - - - - RAFTER PITCH EXTENTS OF S_ N: L SW-1 11--- --- - — LL S-400 I I .r 1 -0 8 H a i HD _- ~ Hp —JOIST/RAFTER LL v it TYPE. &SPACING / ' LL 1 ' 102 fining Area ,. I P� vF 0 Gues dth�' COLUMN COLUMN / POST J o I �� B N ~ N a I +��0; ; I— INDICATES STEEL COLUMN BELOW F- 3 # 2 -INDICATES STEEL COLUMN ABOVE/BELOW -INDICATES STEEL 3 i I \GO S 00 S-400 S-300 :;. `� COLUMN ABOVE o x °° 2x12 NAILER 10 9 w e s t Bed I 2x12 NAILER ® -INDICATES COLUMN BELOW d „ . v I` 5j. _ F, 0 61,M u I room I - ® -INDICATES COLUMN ABOVE I BELOW d 36 t ❑ -INDICATES COLUMN ABOVE +- r — 1 - _- C14 ALL WOOD POSTS TO BE(2)-2X MINIMUM �1 Q c!a M I i cw!o ( ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. I i Q I OCR 2 x m 105 Hall 2 _ — WALL � �- Z IS-300 � " :S-400 f- ® -INDICATES LOAD BEARING WALL BELO W D C INDICATES LOAD BEARING WALL ABOVE O 5 i _ ; _ _ Hp SW 1 (CONTINUOUS ABOVE/BELOW OP NINE) L Hp -INDICATES SHEAR WALL Z a. 1-314)0 4--7/8_LvL- F- .�� HEADER SCHEDULE W N Lu 104 'itchen -, _ - - r` i; 202 �,J _ H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4 LVL a. O.C. , µW I H-2 -INDICATES HEADER TO BE(2)-1 3/4x9 1/4"LVL 4 � I H-3 -INDICATES HEADER TO BE(2)-1 3/4xl 1 7/8" LVL Revisions '� S-301 No. Date Description 2x1 0 RR I 20 RR I 1 10/26/23 FOR PERMIT AT 1 "o.c. 1 AT 1 "o.c. I 2 04/03/24 FOR CONS 4 -44-- ---- 5 -/-/-- Designed By • NM Drawn By : NM - Checked By : AA - - - - - - - - -- - HD L HD 01 `o CANTILEVER CANTILEVER I Date: 10/26/2023 N � Scale: AS NOTED F- Q 3 1 3/4x 11 7/8 LVL 1600 ROOF FRAMING PLAN S � l 02 SCALE: 1/4"=V-0" Sheet# i DIAMOND SAW CUT. IN AREAS WHERE. 6" 6" LLTOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT 10 JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 01 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED 6" 6" /STOP REINF.SHORT OF (NP•) JOINT FILLER IN ACCORDANCE W/ 4'PREMOLDED TONGUE MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE Q 1 r �o , , CORNER BAR SIZE AND t D r C) SPACING TO MATCH _ /',.[ c of ,,�F_� a Engineering _ HORIZ. REINF. _ O 0" OPENING a„ Typ 158 County Rd. 39, Suite 10 m°- Southampton, N.Y.11968 i i I (0 LO IV Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOIE CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS MOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS 'TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS �G Second Pour First Pour � OF EW YD NRY (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP LAP p. WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 0� p O0 WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 = VAPOR RETARDER, z NOSING BAR, EDGE W/�"RADIUS TOOL SEE PLAN FOR g a ECONSTRUCTION JOINT, 6" 6" LAP EDGES 24 AND TAPE, a 1-0 REINFORCEMENT CENTER 2x4 KEY ON WALL OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE NOTES: SHRINKAGE CRACK FpA 09724'i U. MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL R�FESSIONP� REINFORCING.AT SLABS USE#5 BARS. F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT _ CIRCULAR OPENINGS 12"AND LARGER. 1 I 2 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. i 0 PIER, IF REQUIRED ~ PROVIDE CONT.CHAIR AT REFER TO GEO TECH. 2 TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 REINF.AT EL. SHOWN I SCALE: N.T.S. NOTE: GRANULAR SUB-BASE NATURAL"CUT'GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAIL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB O N GRADE DETAIL 4 HORIAT ONTOL JOINT, PROVIDE ZONTAL REINFORCING BARS 6'L JOINT SHORT"OF CONTROL WALL JOINTURFACE BOTH SIDES. STOP ALTERNATING 1 FLOOR FRAMING,SEE PLAN FLOOR FRAMING, SEE PLAN S-200 • SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. M 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. O J � z - Q o — — 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o t— I-� CONCRETE WALL CONSTRUCTION DETAIL 2X BLOCKING AT 16"o.c.AND CONNECT P.T. PLATE TO FOUNDATION 3 z AT ALL POST LOCATIONS 0'-4"TYP WALL W/2"0x12"LONG ANCHOR BOLTS S-200 O Np. AT T-0"o.c. zz ® (2)-#5 CONT.TOP AND BOTTOM Q W ® Z d #5 BARS @12"o.c. HORIZONTAL AND VERTICAL W #5 DOWEL AT WALL SPACING w/0'-1 Off p HOOK, F_ O LAP 48 BAR DIAMETERS WITH VERTICAL BARS CENTER TOP OF WALL SECTION w 2x4 KEY • LINE JOISTS PARALLEL TO WALL _z SLAB ON GRADE, (2)CONTINUOUS#5 BARS — COLUMN/PIER/OR GRADE _ SEE PLAN FOR REINFORCEMENT TOP AND BOTTOM BEAM TO BE CENTERED ON o SEE STEM HORIZONTAL FOOTING M ® BARS IN SCHEDULE ® x x x x SEE STEM VERTICAL BARS COLUMN/PIER/OR GRADE �_ > BEAM M) IN SCHEDULE 0 Y Ict ? I I I I PIER/COLUMN ®► 2"PREFORMED EXPANSION MATERIAL 00 REINFORCEMENT IF REQ'D (3)-#5 CONT. BOTTOM OF FOOTING = w I #5 HORIZONTAL AT 18"o.c. C-CD v I BOTM OF FOOTING 0'-6" 0'-10" 0'-6" ® Uj v— z w ( I FOOTING TOP SEE PLAN REINFORCEMENT IF REQ'D, ry Z z O I I SEE SCHEDULE 4 FOUNDATION WALL AT SHELF DETAIL � � of —"o' _0 —p�0 0 o s-too SCALE: 3S/4"= 1'-0" 01 „III_ z o- z Zz 0'-2"CLR. O F- Uj U FTG. BOTTOM REINF, DOWEL TO MATCH VERTICAL U U 0 W SEE SCHEDULE REINFORCEMENT AND SPACING w/ w W N ih 2X4 CONT. KEYWAY F- N 0'-10"HOOK, LAP WITH VERTICAL Q �n o BOTTOM OF FTG. EL., SEE TOP TRANSVERSE REINFORCEMENT 36"MIN. n�. W �' V NOTES: SEE PLAN SLAB ON GRADE, SEE PLAN BARS AT BASE IN SCHEDULE � Q' FOR REINFORCEMENT SEE TOP HORIZONTAL BARS AT O 1. ;SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS POST, SEE FRAMING PLAN BASE IN SCHEDULE M x x x x x x x ® Z "WEIv g Revisions ISOLATED FOOTING SCHEDULE M o No. Date Description ' SIMPSON CPT66Z - BEARING CAPACITY OF SOIL=2000 PSF POST BASE (2)-1/2"0 ANCHOR BOLTS 1 10/26/23 FOR PERMIT ALLOWABLE SIZLE REINFORCEMENT ADHESIVELY EMBEDDED 5"W/ 0 ® ® ® ® 0 2 04/03/24 FOR CONS CALLOUT THICKNESS ADDITONAL INFO. SIMPSON SETXP EPDXY T 3 AXIAL LOAD LENGTH IWIDTH LENGTHWISE WIDTHWISE a z0 ---- T 4 -/--/-- F-2.50 11oi KIPS 2'-6" 2'-6" V-0" (3)-#S (3)-#5 90d HOOK @END o I� 12 O SONOTUBE z w #5 DOWEL AT 18"O.C.W/ C B A _--- F- F- 0'-10"HOOK SEE BOTTOM TRANSVERSE SEE BOTTOM HORIZONTAL F-3.0 16.`_i KIPS 3'-0" 3'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @END a w CONT.#5 HORIZONTAL BARS AT BASE IN SCHEDULE BARS AT BASE IN SCHEDULE F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END ~O (3)-#5 DOWELS AT ; a (2)-TOP AND BOTTOM F-4.0 29.`5 KIPS 4'-0" 4'-0" V-3" {4)-#5 (4)-#5 90d HOOK @END a W/0'-8"HOOK 2x4 KEY Designed By : NM NOTE: —}_ RETAINING WALL SCHEDULE Drawn By : NM i`- O o #5 HORIZONTAL @ REINFORCEMENT 1)ALLOWABLE AXIAL LOADS ASSUIME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER Checked By : AA CALCULATIONS ARE REQUIRED. "- BF28"BIG FOOT C3 18"o.c. SIZE z FOOTING" CALLO UT STEM BASE 3)#5 BAR CONT. TOP BOTTO M 2) MINIMUM Bp�SEPLATE SIZE IS TO) BE1-0 x1 -0 x3 4 . o A B C VERTICAL HORIZONTAL HORIZONTAL TRANSVERSE HORIZONTAL TRANSVERSE Date :BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" Wall A 2'-1" 10" 2'-1" #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. 10/26/202 3 EL.= SEE PLAN 1'-10" Scale: AS NOTED 5 TYPIC:AL ISOLATED FOOTING DETAIL sCALE: N.T.S. SONOTUBE FOOTING DETAIL (-, -,,SLAB OVER WALL FOUNDATION DETAIL 6 S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= V-0" 8 TYPICAL RETAINING WALL DETAIL S �200 S-200 SCALE: 3/4"= 1'-0" Sheet# i C B Eng1neer'in9 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com 2 Certificate No.: 0019523 — S-300 Professional Seal I I I I 2x12 NAILER �OF NEt'Vy I ��' NENRY O�� O� = m oc �O,o 097201 gOFES S10NP� 2x10 RR AT 12"O.C. 2x12 CJ AT 12"O.C. ( HEADER,SEE PLAN FOR SIZE I I I I - - - -- 2 — S-300 lail Q W Z O Q 11/8"SHEATHING MIN. aI z i 117/8 TA 560 AT 16"O.C. ( I liJ O HEADER,SEE PLAN FOR SIZE ~ ( I I I I • I I I 3 I I S-300 I I g I h t W I I �t- I ► � r,007 Stor ge 002 Guest Bed 2 I I • I I I I I r CK I • I • I I— O 5"SLAB,SEE PLAN FOR REINFORCEMENT I I Z W I I I I I I w N W • —x--x , ..x —, x,.—x—x—X — x—x—x —x—x—x—, x—x� x—x—,o-.—x—x—:. x • I I —� N � I I t=rj 0 a UNEXCAVATED OR WELL COMPACTED Ll I FILL 95%MODIFIED PROCTOR DENSITY, _ — — 4 NO FINES OR ORGANICS — — — — — — — 8 Revisions S-200 S-200 No. Date Description 1 10/26/23 FOR PERMIT 2 04/03/24 FOR CONS 3 --l--I-- 4 —/--/-- ---- 5 --/--/-- ---- 1 BUILDING SECTION Designed By NM Drawn By : NM Checked By : AA Date: 10/26/2023 Scale: AS NOTED S �201A Sheet# i z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN g (2)-SIMPSON MTS16 T1MST STRAPS, FOR SIZE AND LOCATION w ALTERNATE SIDES OF POST FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS WOOD POST, SEE PLAN CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF _j E n g i n e e r i n g POST/STUD I BLOCKING AND LOCATION RAFTERS ON iv A ROOF FRAMING BELOW W/CS116 158 County Rd. 39, Suite 10 OPPOSITE SIDE OF M o 1/2"0 A3071HRU-BOLT RAFTER OP PLATE,TOE NAILED3 8d C',OIL RAP RIDGE W/SIMPSON 0'-6" V-4" ffl(2)16d PER OISTER W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED Southampton, N.Y.11968 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED EACH LAP Office: 631 259-3959 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED EACH LAP' ( ) QUANTITY Info@DiLandroAndrews.com ROOF RAFTER AND ROOF COLLAR TIE TO RAFTER,FACE NAILED PER TIE Z SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED EACH ENDi Certificate No.: 0019523 SIZE AND THICKNESS, 'Ie RIM BOARD TO RAFTER,END NAILED EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE ;; DWGS. FOR PITCH A ,/2"0 A307 THRU-BOLT W/ TOE NAIL (4)16d PER RAFTER ` C) WASHERS E D FACE NAIL (3)16d PER RAFTER OF NE►.vY BLOCKING TO MATCH WOOD POST ABOVE (2)@EACH END WALL FRAMING O NENRy 19 CON14ECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT � HEADER WITH SIMPSON T71 TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE y MTS30 TWIST STRAP < 2x BLOCKING FACE NAILED 2C O.C. t=- m � BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUD STUD FACE NAILED 16d 16"O.C. EDGES W TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 /PER 16d PER 2x4 PER 2x6 � Z BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 9720 tJ� � CONNECT HEADER/BEAM �i 2 ,sd PER FOOT' F� 0 1 � TO POST/JACK AND KING �!J CONNECT RAFTERS 1TO TOP S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT AROFESSIONP� `- OF WALL W/SIMPSOIW DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STUD G SIMPSON DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG-TIE JOINTS,FACE NAIL IN LAPPED AREA STRONG HURRICANE STRAP (8)16d TIE HH HEADER HANGER MODEL# E P. SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.AL NI EACH EDGE m' ) FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALON(G EACH EDGE TJI APPLICATION FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH ENID L BLOCKING TO JOIST,TOE NAILED 2 8d EACH ENID LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 16 EACH BUOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOISiT SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE OE NAILED 2 16d PER FOOD GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 ?'YPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE:3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE AT ALL SHEAR WALL END SHEAR WALL POSTS, SEE SCHEDULE 'J END POSTS, SEE SHEATHING PANEL EDGE SHEATHING PANEL EDGE DOWN < NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN o SCHEDULE TO THANCHOE TOP HOLD FLANGE "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, OF STEEL BEAM W/ W SEE SCHEDULE o W THREADED ROD CONT.TIMBER,STRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO I I I MATCH FLOOR JOIST DEPTH THREADED ROD I I z CONNECTING SEE PLAN FOR JOIST SIZE AND I I SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I NAIL BOTTOM AND,SHEATHING I SPACING I I I TO BLOCKING PIER NAILING NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR TO BLOCKING PER NAILING SEE SCHEDULE II W PATTERN"B"SEE:SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE IJ- NAILING PER NAILING PATTERN LL "A"SEE SCHEDULE NAILING PER NAILING PATTERN I— "A"SEE SCHEDULE o STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE o BLOCKING PER NAILING Nt ° BLOCKING PER NAILING PATTERN"B"ON SCHEDULE B PATTERN"B"ON SCHEDULE (2)-2x TOP SOLID LVL (2)-2x TOP SOLID LVLBLOCKIN � LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS W r W THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD z DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL ENID POST, SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE SIMPSON 4 FRAMING ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULE ANCHOR,PROVIDE(2)- ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° /� ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o B ANCHOR HOLD DOWN WITH ~ 0 WALL END POSTS, SEE SCHEDULE A WALL END POSTS,SEE SCHEDULE LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD Z CL (3)-PLY MIN. ° MIDDLE PLY OF LVL BEAM DOWNS AT z z 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL E- SHEATHING PANEL EDGE ALL ' ' W PANEL EDGES NAILING, PER PATTERN PANEL EDGES W W NAILING, PER PATTERN END POSTS, SEE "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE tll (V SHEAR WALL END POST, 0 r ���nn SHEAR WALL END POST, WALL SHEATHING WALL SHEATHING SB ANCHOR BOLT BY W V SEIE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR12- SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL AT HOLD DOWNS AT SIMPSON HOLD DOWNS P.T. SILL,SEE NOTE 4 AT ALL SHEAR WALL END ON SCHEDULE Revisions AT ALL SHEAR WALL END ON SCHEDULE o ° POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL FOUNDATION POSTS, SEE SCHEDULE TOP OF FDN.WALL OR PLATE RECESSED LAND DETAIL 2/S 309 EL,SEE SCHEDULE J TOP OF FDN.WALL OR HAUNCH SLAB INTO LVL BEAM No. Date Description HAUNCH SLAB 10/26/23 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 04/03/24 FOR CONS AT FND LEVEL SEE SCHEDULE SILL TO TOP OF FND AT FND. LEVEL, SEE SCHEDULE FOUNDATION WALL SILL TO TOP OF FND. . , . AT LVL BEAMS FOUNDATION WALLAT FOUNDATION LEVEL 3 OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPIICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 8 TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NM S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"=1'-0" Drawn By : NM Checked By: AA NOTES: SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN "B" "SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR : 1 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date 0/26/2023 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR Tf0 CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE(MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH(MIN.) B. AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SW-1 REFER TO 1/2" N 'flJx12"LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU4-SDS2.5 SB 5/8x244 18" (14)SIDS4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x REFER TO !"Ox12" LONG ANCHOR „ (14)SIDS x 22 SW-2 S �300 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 4 O.C. 16d AT 4 O.C. HDU5-SDS2.5 SIB 5/8x244 18 (2)-2x SHEAR WALL SCHEDULE AND NOTES 9 S-300 SCALE: N.T.S. Sheet# i SB ANCHOR BOLT BY' SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TILE OR HURRICANE STRAP HURRICANE STRAP RIDGE STRAP APPROVED EQUAL �"'°� Engineering MODEL#CS16(T)YP.) MODEL#H8(TYP.) MODEL#LSTA30 3„ (16"O.C. MAX SPANCING) (16"O.C. MAX SPACING) 0-14 MIN. EDGE DISTANCE 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 #5 BAR CONT. a Info@DiLandroAndrews.com " o rA , Certificate No.: 0019523 LO WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHINGFOUNDATION WALL FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM MIN EMBEDMENT, SEE SHEAR OR STEM WALL OR STEM WALL BOARD AND JOIST W/16d AT BOARD AND JOIST W/16d AT Professional Seal WALL SCHEDULE ON S-300 Al 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE U-12"MIN. EDGE DISTANCE FRAMING PLANS FRAMING PLANS OF NEW 0'-6"MIN FOR SB5/8x24 CONT. RIM BOARD OVER .<<G J- 0'-8"MIN FOR S67/8x24 ° "e ° '-•' as -' OPENINGS IN SUPPORTING CONT. RIM BOARD OVER �P NENRY �'9 ATTACH FL0012 TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-41"MIN. (SB5/8 AND 7/81) e e WALL BELOW. NAIL OR OPENINGS IN SUPPORTING O� O 4 SCREW VERT.2X BLOCKING WALL BELOW. NAIL OR = 5"MIN. (SB1) TO RIM AT LOCATIONS OF SCREWVERT.2X BLOCKING ►" °s m cc SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF `� W POSTS FROM ABOVE Fp D9720� SIMPSON STRONG-TIE SIMPSON STRONG-TIE CORNER NON-CORNER CORNER X—aAROF S HURRRCCANE STRAP P HURRICANE STRAP INSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO ESION WALL PLATES W/16d MOIDEL#SSP(TYP.) MODEL#HETA40(TYP.) (INSTALL WITH ARROW (BOLT MAY BE INSTALLED (INSTALL WITH ARROW WALL PLATES W/16d PROVIDE STOLID,TIGHT FITTING LVL MO[DEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING IBELOW STUDS (16"1 O.C.MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 45° 135°/900/45° 135° PLATES W/(4)-10d. LAP TOP LAP TOP PLATES AT FACE STUD WALL ,.. ANCHOR BOLT, :n PLATES AT CORNER AND CORNERS AND INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH ••:�,�•• :•� �« TYP. � INSULATION. SEE � TOP PLATES 24 MIN. AT TOP PLATES 24" MIN. AT �i END JOINTS. END JOINTS. FOR MORE INFORMATION ARCHITECTURAL DRAWINGS •i •. e �O e e All' OUTER EDGE OF •••• CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PARALLEL TO VIEW JOIST PERPENDICULAR TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL 5-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" J_ Q g - 41" 16" 16" Uj SEE PLANS SEE PLANS 0 a NN lip" FOR STEEL FOR STEEL W o SEE NOTE 3 Q PLATE SIZE PLATE SIZE TH"MIN. FIELD HORIZ. &VERT.WALL z -0"LAP SPLICE TYP.AT WALL REINFORCEMENT STEEL PLATE STEEL PLATE FLASHING BY OTHERS AND FTG. 2'-0" 0. , BOT. HORIZ.WALL TO BE FLUSH TO BE FLUSH i REINFORCEMENT WITH WOOD WITH WOOD 'X 5"KWIK HUS-EZ-SS316 ANCHOR FLOOR FRAMING, SEE PLAN LLI Q 3 FRAMING FRAMING BOLT STAGGERED AT 16"O.C. 1- 0�_21 a SECTION A-A SECTION A-A I 2-LVL 3-LVL (2) ROWS OF 5/8"0 BOLTS W/ 11 -I!= WASHERS STAGGERED AT 16"'O.C. NOTES: 1. USE 1 3/4"x LVL AS PER PLANS DECK FRAMING, SEE PLAN SEE FOUNDATION DETAIL FOR . W/(4)BOLTS AT SUPPORTS, TYP. DIMENSIONS AND II 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. SIMPSON STRONG TIE LUS REINFORCEMENT �11 FOOTING REINF. 3. WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR FACEMOUNT HANGER FOR 'L 2 SOIL BEARING ON FLITCH BEAM, LOCATE (3)5/8"0 BOLTS STAGGERED SAWN LUMBER APPLICATION • 1 ROCK BEARING AS SHOWN. (2)2x LEDGER I I , TOP REINF. IF REQ'D. d- W "T.. SEE FDN.WALUFOOTING d- cWn z SECTIONS O can w NOTE: W W ( • PLACE LOWER FOOTING FIRST W �.. J TYPICAL FLITCH PLATE DETAIL TYPICAL LEDGER DETAIL AT SHELFDETAIL ~ z 4 5 � 0 6 STEPPED FOOTING cz) � S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" U_ "- S-301 SCALE: 3/4"= V-0" 3: O z_ a- zz v 0 W 3 N W CN tZ Revisions No. Date Description 1 10/26/23 FOR PERMIT 2 04/03/24 FOR CONS 3 --/--/-- ---- 4 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/26/2023 Scale: AS NOTED S �301 Sheet# _j i Plate nail-16d(0.135"x�") JOIST DETAILS Load bearinig or braced/shear wall 1y"round holes may be cut above(mustt stack over wall below) �� Plate mail,16d(0.135 x 3 Y") � at 12' on-center ® Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135"x 3 Y2) When sheathing thickness exceeds/', 2x stud wall at Floor panel nail- Blocking panel: 1YB"TJ®Rim Board, (must stack over wall below when present) ALLOWABLE HOLES - TJI® JOIStS hatched zone if they are at 16"on-center at 16' on-center trim sheathing tongue at rim board - 1Y•'or 1Y"TimberStrand LSL or No load bearing located 3"away horizontally Blocking panel: 9 9 16"on-center 8d(0.131"x 2Yz")at 6"on-center TJI"oist. wall above (edge-to-edge) Web stiffener Min.distance from Table A Min.distance from Table B 1Ya"TJ®Rim Board,1Ya"Or Plate nail-16d(0.135"x 3Y") *1DY4' panel: from a larger hole. 1Y"TimberStrand®LSL or required on both Web stiffeners required on at 16"on-center" 2x4 minimum Web stiffenersim Board, DO NOT ®. sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each sideJ TimberStrand®LSL cut flange. TJI joist Floor panel nail- g q 8d(0.131"x 2Y2")at 6"on-center' boundary nails, at 63W ONLYst 8d(0.131"x2Y") 1Y4"or1Y •• 0 O Web Stiffeners required at 4"on-center l TimberStrand® Ys Web stiffeners 6" O g E n g i n e e r i n g Rim-to-joist each side at A3. W LSL rim board. B1 B1 W ..� required on both nail - sides Of both joist " L 1 2 x Di D1 Close) rou • • Toe nail-10d(0.131" 1 6 y g pad round L 2 x LZ rnZ s" s" 158 Coun Rd. 39, Suite 10 Toe nail, Toe nail, 1Ys TJ Rim Board, When sheathing 12„ x 3")at 6"on-center ends at B4W ONLY No field cur minimu holes are permitted jf minimum No field cur Donor cut 10d(0.131"x 3") 10d(0.131 x 3')• (A3.1/A3.1W only) thickness exceeds B , Web stiffeners required DO NOT Hones fin (applies to all holes the group perimeter notes in noes ranger Southampton, N.Y.11968 at 6"on-center at 6"on-center 1y"or 1 Y"TimberStrand®LSL. trim sheathing tongue min. joists at hatched p ) meets r uirements for natcned ' Office: (631)259-3959 On both Sifides at 61W ut holes in cantilever exce t knockouts e4 than!/•finWeb stiffener TFJI®rim joist at rim board and B2W I ONLY centerline reinforcement. zones q Toe nail-10d(0.131"x 3") round or square holes. zones canriiever of support lnfo@DiLandroAndrews.com Blocking panels may be required Table A - End Su ort required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to PP Certificate No.: 0019523 ,* joist bearing at ends.Attach * support all panel edges B2 g2 Blocking p)anefs may be required with braced/shear B3 B3W with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support * sides atA1W ONLY a A3.1 A3.2 A3.3 O O B4 B4W Al Al O a rim joist perA3 detail- walls abowe or below-see detail B1 below-see detail B1 JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O DEPTH „ „ „ ," „ „ ,• Professional Seal * A3.4 A3.4* 2 3 4 5 6Y: 7 8r¢ 11 13 2 3 4 5 634• 7 8%•' 11" 13" A3.1 A3.2 eA3.3 For additional installation specifications see Rim BoardFor additional installation specifications see Rim Boaard Details and Installation in A3W O W Nail thragh 2x_cantilever,wood backer and110 1•-0" 1'-s" r-o" T-0^ 5•-0" 1•-0" v-6- 2•-6- T-6" 4'-6" O W W Details and Installation in Weyerhaeuser Installation Guide 1YB"TJ®Rim Board or 1Ya"or 1Y"'TimberStrand® TJI®'o>t web with 2 rows 10d 0.148"x 3" Weyerhaeuser Installation Guide for Floor and Roof Frraming,TJ-9001. for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) s „ 210 1'-0" 1•-6" 7-6" T-0" 5-s" T-0" T-o" 7-6" 4'-0' 5•-0" F N LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1•-s" 2'-0'• Z-6- T-6- 5•-6- l'-0~ 21-0" 3'-0" 4'-6" 5'-0" ,`�G O EI)- top and bottom flange.Nail to blocking panel with Use lid(0.135"x 3y")nails with 3Y2"TJI® 360 1'-6" 7-0" T-0" 4'-0" s•-0" r-6" 2'-6" 3•-6" 5'-0" 51-6- ,r,P NENRy 0 connections equivalent to floor panel schedule. joist flange widths. 660 1'-s" 2•-6- T-6- 5•-0- r-0- 2'-0" T-0• 4'-0" 5•-6' s•-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- ® 110 r-o" r-o^ r s^ 7-0• s" 3'-0^ 5-s" r-o" r s- z-o" 7 s" a s" -o^ 6'-0° 1Ya'•TJ®Rim Board 1Ya' or 1Y2"TimberStrand O reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0• r-6• 2'-0^ 2'-0" 3'-0" 3'-6" s•-0" 1•-0" r-6^ 7-6" 3'-0" 5•-0" �•-6• 61-6" 2 4'-0"length of 7 block.Use 4%0"length maximum for blocking panels 9Yz" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 r-o" r-6^ 7-0" 7-6^ T-0" X-6" 6•-6" r-0" 7-0" 2•-6" T-6" 6-6" !T-6" T-o" F- f$ rn it 9 8' diameter maximum hole for 11/"- 9 9 W reinforcement " 7 ® one each at top and bottom flange. 360 1•-6" T-0" 3'-0" T-6" 4-6" 5'-0" T-0" T_6" T-6• T-6" 4'-6- 6'-6" 16-6" T-6" ' 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9y and 11/"TJI eep or shorter than 12"long. with one 8d(0.131"x 2Y") • Attach reimforcement to joist nail at each corner F1 applies to 560 1•-6" 7-6" T-0" 4'-0" 5•-6" 6'-0" a'-0" 2'-6" 3'-6" 4•-6" 5•-6" T-01 on one side at E2, maximum for blocking panels 9Yz" joists. Do not cut flanges. 1 110 r-o'• r-o" r-0" r-o" r-6• 7-0" 3•-0" s-s" r-o" r-o" r-s^ r-0" 3'-s" �a•-o" 6•-0° fir-o" F` 0 '( pupw Welb stiffeners 11 a"-16"deep blocking panels; both sides at E3 with one 8id(0.131"x 2Yz") Horizontal blocking uniform) O 9720 '� deep or shorter than 12"long. g Y z10 r-o^ r-o" r-0• r-6" 2'-0" 2'-6" T-6" 6•-0" r-o" r-o" 2-0" 2'-6" a'-0" 4-6" 6'-6" a'-6- p Load from above regwired on both 6"diameter maximum for 1Y8"TJ®Rim Board 1Y4"or 1Y" nail at eaclh comer - Do not cut flanges. panels between each loaded joists 1a„ 23o r-o" r-o" r-o- r-s^ 7-s^ r-s^ a•-o~ r-o" r-0^ r-0" 7-0~ 3'-0- a'-o" �•-o^ T-o" s'-o° 9�FESS►ONP sides at E1 ONLY blocking panels 9y"deep or TimberStrand®LSL.Nail with joist.Nail to top plate with • only. ssa 1-0' t'-o" 1-6" z-s" 3 6" a-o^ 5•-6" a'-o" 1•-0" 1•-s^ 2'-6- a-0" s'-o" is-s" B•-o•' 9•-6" shorter than 12"long. : 10d(0.131"x 3')nails,one 12' 3 ^ 560 r-0- r-o- 2•-0- T-0" 4'-6" 5•-0^ 6•-6" 9•-0" P-6^ S-0" a-0" 5-0" r-o' n'-s- 91-0" 10'-0" • ' length of/ connections equivalent to Wood R' u�` Ys Do not cut flanges. 1Y8"TJ®Rim Board or 1Y4"or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer all Je� O(���1 110 v-0" 1'-0• 1•-o^ 1•-0• 1•-0" 1'-0'• 7-0" 3•-0" 5'-0" 11-0" 11-0" 11-0" 1•-6" 3-0" 23'-o" 5•-13" 7'-6" 10•-0" TimberStrand LSL.Nail with 10d one side at E5, 3 „ �e5 o�`� ads 210 1-0" r-o" r-o• r-o^ r-0" 1•-6" 7-6^ T-s" s-o~ r-0" r-0" r-o" 2'-0• 12"length of/ �� et c%A \O 16" 230 1'-0" 1'-0" 1'-0" 1'-0" T-6" 1'-6" T-0" 4'-0" T-0" 1•-0" 1'-0" 1'0• 7-0" 3'6" 41'-0" T-0" 9-0" 11'-0^ (0.131"x 3")nails,one each at Attach reinforcement to botlh sides at E6 1�2 e� ttt` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Gaati i,� J�go 3so 1-0" 1'-0• 1'-0" 1 0~ z-s" z s" a-s- s'-s^ s'-o^ 1-0" 1'-0• 1'6- 3-0" 5-0" 5-s~ 9'-0" 10-0" 11'-s^ _ 10d(0.148 x 3 )nails at 6" blocking between at E7,both sides at E8 Attach reinforcement on-center,clinched. Use 2 each joist 4' 6" 7• e„ 10" 12" 14%4' 16%Q• a" 6 r' 8" 10" 112" 14/,• 16Y4" 2x4 minimum to joist flange with " 7 as Less than 5" 1 9 2' tt` rows with 9Yz and 11/ Less than 5" 18„ 360 r-0" r-o" r-o^ 7-0• a'-o- 5•-6" 9•-sjk� r-o•' 3'-0" 4'-6- squash blocks ® Z 8d(0.131"x ZYz')nails at 6" �al`R` TJI®joists. 660 r-0" r-0" r-o" 2'-0" 4'-6" r-0" 10'-6 2'-0" s-0- s•-6" 1Ys"TJ Rim Board or 2'\�v� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20" 360 1'-0^ 1'-0" 1-(r 1-0" 2'-0- a-o" 7'-0 CS Use 2x4 minimum squash blocks to IX"or 1Y"TimberStrand®LSL. Face grain �a� both sides,stagger nails. Ys"minimum 560 r-0^ r-o- r-W 4•-0• 2'o- a-s" B'-s^ 1r-o" r-0" 3-s" s-0" 7'-0^ 1o'-s" n3-a la's" 1s'-s' transfer load around TJII®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31/2"TJI0 joist flange widths ill 2Y4"maximum Table CE1 E1 nails,one each at top and E2 E3 (1Y2"for TJI' Nailing: Minimum Bdistancce om edte of hole o tins de falever ce ofPna rest intermediate or cantilever bottom flange. EXTERIOR DECK ATTACHMENT Option#1. 560,560D) See table below. su port Apply subfloor TJI®joist blocking with end JOIST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingWeb stiffener both sides. DEPTH , adhesive to all blocks installed at joist-span 2~ 3~ a" V. 6J�" r• s� 1r' 13^ z•• 3•• Al" 5'• s)�" 7" e,�" 11" 13" ® Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Double TJI Joist Filler Block: g contact sulrfaces 9 below,install web stiffener tight to to flange 110 2•-0• 7-6" T-6" a'-s• 8'-0" 7-0" z'-s•• 3'-6" 5'-6•' T-6" Hanger height uofmust Hanger Backer Block:Install tight Maximum X"overhang two 8d(0.113"x 2y') * g p g be a minimum of 60% Attach per the table. Tight fit 210 z•-o• z•-s• 3'-s• 5•-0" e'-o'• 2•-0" 3'-0^ a•-0" s'-s~ 7•-s" to to flange(tight to bottom permitted at beam. (gap at bottom flange) 9Y of joist depth Nails shall be driven from P 9 ( 9 P Treated 2x nails or 23o T-6" V-O" a'-o" 5•-6" a'-6" T-0" 3'-6" 4-6" T-6" r-s" 1 i p flange with face mount hangers). ledger 4?2P 2y2"screws, ® Depth Minimum Web Nailing Requirements 3so 3'-0- 4-0" 5 6- s s" s'-0" 3-0^ a's- 5 6' 7 6~ s-o" alternating sides.Clinch nails Clinch nails when possible. o`a� + typical TJI Joist Series in. Stiffener Size Type Number Nails 560 3'-6^ 5-0" s-0" 7'6• 10-0 a•-0" 5•-6" s'-6" 8'-0" 9•-0" when possible. See fastener ® �31 tYP ( ) 110 r-o" r-0- r-s- 7-6- 4'-0" 4'-6- a'-6" r-0" r-6" 2•-6" 4'-0- r- " a•-o" 9'-6" 1Ya"TJ Rim Board or 1Ya" �c End Intermediate 1 1 :•, table below.Maintain a 5 •q1) 210 1'-0" 1•-0" •-0" T-0" 4'-6" 5'-0" 9•-0" 1'-0" 2'-0" T-0" 4•-6" 8'-0- B'-o" 10•-0- '• 2"distance(minimum)from or 1Y"TimberStrand LSL. 110 All / x 2/s 8d 11'/" 230 r-0" T-0" 2'-s" 3'-6^ 5'-0" 5'-6" 101-0" r-0" 2'-6- 3'-6~ 5•-0~ 8'-6" 9-0" 1o•-6" (n Top mount edge of ledger to fastener. 210 All %a"x 2%s"' 360 2%0" T-0" a•-o" 5•-6" T-0" r-6" 1 r-0" 7-0" T-6" 5•-0" 7'-0- 9'-6- 9'-6" 11•-0" hanger 1 ,� 1 �."°� Option#2: 230&360 All %"x 25/s•t1> (0.113"x 2y") 3 3 660 r-6" T-0" V-6" 6-6" e•-0" 8'-6- 17-0^ 3'-0' 4'-6" 6'-0- B'-W 10'-6- 11'-0" 1 T-o" / Fastener Allowable Load( (Ibs/bolt) 2x strapping installed aty 16d 110 r-o^ r-o• r-o° r-0" 7-0" r s^ a-s- B-s" r-o^ r-0^ r-0- 2 6" s-o^ s'-o~ s-o^ 12-Ir' Z W Face mount Backer block Y2•Through bolt joist-span locations using two 560 All 2x4(21 210 r-0" r-0" r-o" r-0" 7-6- 3'-0" 6-6- 9•-6- r-0" r-0" r-0" T-6" 6'-0- 7'-0" 10'-0" 13'-0" both sides of web Rim Board Material YZ'lag bolt Y2•Through bolt with Air S ace (0,135"x 3Y") 1a•• 230 11-0. 1%0" 1•-0" 7-0" 3'-6" 4'-0• 6'-0" 10'-6" 1•-0" 1•-0" T-6" 4'-0^ 6%6" 7'-s^ 11-0^ 13'-6" han er 2Y"screws per joist,typical g with Single TJI®joist 1Ys"TJ®Rim Board�'� 480 695 18" 4 4 360 r-o" r-o^ 2•-0" 3•-6" 5•-s" s•-0" e'-s• 17-s" r-0" 2•-0" a'-o" s-s• s'-o" 10•-0" t7-o^ 1a'-o" 1 a•TimberStrand LSL 610 725 615(4) Option#3: 560D 20.E 2x4(2) 16d 5 5 560 1•-0" 1'-0" 1'-6" T-6" 6-6" 6•-6" 7-6" 13'-6" 1•-0" T-0" 5'-0" T-0" 10`4' 11'-0" 13'-6" 16-0- Web stiffeners required if sides of 1 YZ"TimberStrand Lst s75 725 Direct) lied ceiling 22"(') (0.135"x 3Y") 6 11 110 1'-0" r-0" 1'-0^ r-0" 1'-0" 1'-0" 2•-6" 6-0- 8'-6- r-0- r-o" 1'-0" T-o" T-6" 4-6" 8'-6" 1 r-6- 15'-0" hanger do not lateral) support at With top mount hangers,backer block required only Y applied 9 H1 9 Y PP H2 for downward loads exceeding250 Ibs or for uplift H3 (1)Corrosion-resistant fasteners required for wet-service applications. 24"d' 6 13 230 1•-0" 1'-0- 1'-0" 1'-0- V-6" 7-0" 3'-0" 6'-6" 10'-0" 1•-0" 1'-0" 1'-0" 7-6" 4'-6" 5•-6" 10'-6" 12'-6" 16•-6" W least e"of TJ Ie joist top flange O P _ O LA (2)Allowable load determined in accordance with ASTM D7672. PB1 When s:peciffed on the layout,one of W 16" 360 1'-0" 1'-0' ,r7 1•-0" T-6" 2'-0" 4'-0•' 6•-0- 1T-6- 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'6• 16•-6" LL• O conditions.For nailingrequirements see page 5,TJ (1)PS1 or PS2 sheathing,face grain vertical q p g O O the bf 1 O 3so 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" B'-6" 13'-0" 14'-6" 17'-0" (3)1Y"T 1®Rim Board is allowed with joist depths<16"only. a Cing options above IS required 2 n/ W 9001,Weyerhaeuser installation Guide for Floor and (a)Maximum y"shimmed air space. (2)Construction grade or better ® 560 1,n-, r-o" r-0" r-0" 7-s" 3•-6" r-o^ 1 r-o" 151-0^ r-0" r-o" 3- 5•-6^ 9'-0^ 10'-0^ 14•-6" 1s•-o^ ts•-o" LL Roof Framing,TJ-9001. (3)Web stiffeners are always required for 22"and 24"TJI 560D Joists a„ s•• 7" s•- 10" 12• 14Y4" 16Y4" 4" s•• 7" 8" 10• 12" 14y,• 16Y4.' BEAM DETAILS FASTENING of FLOOR PANELS 360 1•-0" 1•-0" r-6" T-0" 6'-0" 9•-0" 14'-6" 1•-0" 4'-0" s'-6" 7-o- 14'-6" 16•-6- 19•-0- O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 560 1•-0" 1•-0" t'-o" T• 6•-0" 10•-0" 15'-6" 1'-0" 6'-0" 8•-6- 11'-6" 16•-6- 18'-0" 19'-6" TJI®11N2) Rim Board 134.. TJI®Joists 110 210 230 or 360 360 560 560D 20.. 360 r-0^ r-0" r-0" r-0- T-0- 6'-0- 11'-a" 16-o" r-o" r-s^ 4'-0" r-o~ 17-6" 16'-6^ 19'-0. 2a s" >_ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ys•"TJ® TimberStrand®LSL TimberStrand®LSL Microllam° Parallam° 560 11-01• 11-0" 1•-0" 1'-0" 1'-6" 5•-6" 11•-6. 15•-6" 1•-0" 3'-0" -' B'-6" M BEARING AT WALL CONCRETE WALL and 230 560 Rim Board 1Y4' 1y2' or wider LVL PSL Depth 9y_17%•• 14"-16•" 9y_117/•• 14"46"' 9Y2"•_11%•• 14"-16" 18"-20" 117y, 14'"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. W IOR WINDOW HEADER CONNECTION • LeaveY"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2Y2),8d(0.131"x 2Y2') 4" 3" 6" 4•' 3" 3' 4" 4' Filler Block(1) 2x6 2x8 2x6+%' 2x8+%" 2x6+Y' 2x8+y" 2x12+YV Two Two Two Four X"x 15" • Tables are based on uniform load tables in current design literature. --'J 1Ye"TJ®Rim Board or Strap per code if top plate 10d(0.148"'x 3•"),12d(0.148"x 3Y4') 4"13) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size around hole may be located Q J 1y"or 1 Y2"TimberStrand® is not continuous over 16d(0.162"x 3Y2') 6" 6" 16"t•) 6"15) 6"ts) s"16) a 2x6- 3 " 2x10+ 2x6+ 2x10+ LSL or blocking for lateral header 8"1) 6" Cantilever Filler 2x6 2x10 /e Ys X' Not at the center of the joist span provided that no other holes occur in the joist. r , 9 sheathing sheathing sheathing sheathing Not applicable v Q support 1 Stagger nails when using 4"on-centers akin and maintain%"joist and panel ed a distance.One row of fasteners;is permitted two at abutting (Detail E4) 4'-0"long V-0"long applicable pp ( ) gg g spacing ®, p g p ( 9 4-0 long 6'0"long 4'-0"long 6-0"Ion ALLOWABLE HOLES Headers and Beams w I- . panel edges)for diaphragms.Fastener spacing for TJI )oasts in diaphragm applications cannot be less than shown in table.When fastener spacing for - Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of Tile joists. Backer Block(1► 2 For non-diaphragm a lica + (Detail F1 X"or Y," Y"or 78" %"or 1"Net 2x6 2x8 2x12 Two Y4'x 15" ® _J LL' plate is not continuous ... ( ) applications,multiple rows of fasteners are permitted if the rows are offset at least/2 and staggeered. �.55E TimberStrand LSL Headers and Beams Q (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the ~ over column Top mount 4 Filler 0.131"x 3 2') I- ' ••� ( )Can be reduced to 5"on-center If nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Size (0.131"x 3") ( largest hole(minimum) hanger (5)Can be reduced to N'on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer (0.131"x 3") Protect untreated 6 Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than I&(to minimize splitting). Y3 depth Allowed hole zone Column Face mount wood from direct n Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements o eng'ieeered drawings supersede Nail Filler 32 50 hanger contact with recommendations listed above. Quantityt21 Backer 15 See current Weyerhaeuser concrete ■Maximum nail spacing for TJI®joists is 18"on-center. 15 15 r O - O L4 1 If necessary,in 0 L ------ -------- ®• ( ) ry, crease filler and backer block height for face mount hangers and maintain s"gap at top of joist;see detail W.Filler and backer block 1.55 E TimberStrand LSL L1 I 1 L3 y •14 ga.staples may be substituted for 8d(0.113"x 2Y2')Halls if minimum penetration Of 1"Into the TJI JOISt Or rim bOatfd IS achieved. dimensions should aecomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum forfiller blocks). 0 0 0 0 0 O / literature for framing connectors ■To minimize splitting,maintain edge distance and row spacing of 2Yz x nail diameter or�",whichever is greater. (2)Clinch nails when possible. g p 9 ■Nailing rows must be offset at Ieasty2'and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuseer installation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing,TJ-9001. 9Y4"-9Yz" 3" p P Joists must be laterally supported at 8.. 8" 114''-11'/a" 3%" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4%" Piece #of Fastener TJI@ joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone d- Width Plies Typei" Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging Or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with sides,stagger fasteners on the Second uniform and/or concentrated loads anywhere along the member. 10d nails 3" 3(2' gg mid-span blocking • Round holes only BEARING AT 12" side so they fall halfway between • No holes in headers or beams in plank orientation. r COLUMN 2 12d-16d nails 3 y" 2(2' One side fasteners on the first side. W r Screws 3%"or 3Y2' 2 24" H2> 1 c nails 3" 3n' q1 Other Trus Joist® Headers and Beams W >.. �) 12" Both sides DO NOT bevel cut joist Rim board jointLL 3 12d-16d nails 3 Y" 2 1 E2 between joists DO NOT overhang seat cuts Nlid Paral Le I— z beyond inside face of wall g 1.3E TimberStrand® and Parallam PSL Illrrr""'''I"��� _ 134" 3%"or 3Y" Both sides Y on beams beyond the inside LSL hole zone hole zone 2 x diameter of the depth U) Screws 2 24•" Load must be applied evenly across 3� Y p 5'" One side entire beam width.Otherwise,use face of support member, largest hole minimum far e ( ) Verify column capacity 10d nails(" 3" 3n) connections for side-loaded beams. and beam bearing 12,. One side --- --- DO NOT cut,notch or drill L5 length.See current (per ply) , except as indicated in 12d-16d nails() 3Y" 2k2' d rho/es in headers or beams H O O g 4 -- Weyerhaeuser literature. 5"or 6'" Both sides ° L--- -J ° o illustrations and tables. ° ° O Screws 2 24"• Multiple pieces can be nailed or bolted together to CS 6 One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllame LVL and Other Trus Joistm Beams 5"or 6" Both sides maximum width of 7" ••' lYB"TJ®Rim Board or Parallam®PSL Header or Beam Maximum Round I- W 2 Screws 6 3/„ 2 24 One side O L3 14"or 1 Y"TimberStrand®LSL. allowed hole zone Depth Hole Size jJ Q W 3Y" AZ Y"bolts 8" 2 24" - middle Y3 span 4%" 1" W L.1_ 5Yz" 1Ya" � N 1 10d nails are 0.128"diameter,12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrande LSL allowed hole zone d O �n ( ) B1 7Y4'-20" 2,. W v COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes B2 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only BEAM ON NAILING AT BEARING FLOOR • No holes in cantilevers. Revisions COLUMN CAP (FLOOR) G TJI®Joist to Bearing Plate Squash Blocks to TJI°Joist B3 • No holes in headers or beams in plank orientation. NO. Date Description 1Ye"TJ®Rirrn Board or (Load bearing wall above) p ® Joist may be shifted up to 3"if Use Ell or B2 at 1 10/26/23 FOR PERMIT 1Ya"or 1 Yi' TimberStrand LSL. One 10d(0.128"x 3") O B4 intermediate bearings WARNING 2 04/03/24 FOR CONS � floor panel edge is supported One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. • nail each side.Drive with load bearing or Joists are unstable until braced laterally 3 -I-l-- Do not cut joist flanges. Bracing Includes: " nails at an angle at Plumbing Drop braced/shear wall Blocking • Sheathing • least 1y"from end. End of joists from above • Hangers • Rim Board • Rim Joist 5 --/--/-- P1 9 S g Strut Lines at �-� 3Yz"minimum of support centerline O COLUMN BASE 13/"minirmum end bearing intermediate bearing Also see detail B2 - single-farmily applications 5Ya"may be required " for maximum Shear tranlsfer Connections equivalent i q fo capacity �- Designed By . NM p ty o to floor palnet nailing schedule • a® tv d Drawn By : NM Rim to TJI®Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Ya"TJ®Rim Board, ® until braced, that are lying flat. materials on unsheathed Checked By: AA ® TJI 560 rim joist:Toe o Y 9 •:'••' ' �:�' 1Ya"or 1 Y' TimberStrand LSL. Additional joist is required if / INJURY MAY RESULT > :.. nail with 10d(0.128"x 3") o \ • ' i - joists.Stack only over or TJI'110 rim joist: floor panel edge is unsupported L4 i WARNING NOTES: beams or walls. Halls,one each side of .• One 10d(0.131"x 3")nail into ®. ® or If span rating is exceeded. Exterior Deck PZ TJI joist flange TJI 560 . : , :'.•;• O NOT use sawn Lack of proper bracingduringconstruction can result in serious TJlo 210,230,and 360 rim joist: floor joist •, Structural lumber for rim board or blocking, 1.All blocking,hangers,ri accidents.Observe the following guidelines: Date: 10/26/2 each flange : , o Attachment 023 One 16d(0.135 x 3y )nail into INSTALLATION TIPS sheathing m boa ds and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. AS NOTED as it may shrinkScale: ELEVATED o Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the day.This can also be each flange. •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE IY4"minimum bearingWith depths>16",use TJI®360 rim joist. may not be required.Top View Y q O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. s ® for squash blocks or blocking panels. at approximately Fasten at each oast with 6.The flanges must remain straight within 1/2"from true alignment. 1Y"TJ Rim Board or q g P pP Y 1 ";i;«.,;? ':.;•:' 1y"or 1 y"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2Y2'")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S �302 *When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. ® TM flush with inside face P3 non-shrink See framing Ian if applicable)or SUSTAINABLE rout Drive nails at an 9 e ( PP ) of wall or beam 9 One 10d(1.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). OVIMTK A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser Cero�ed Sourcing Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Sheet#1Y"minimum from end end and intermediate bearing lengths. Weyerhaeuser k_,.fi 1ra� September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framin TJ-9�01 and the Dee De th Trus foist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. _ I ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x 347)nails. Ridge Connection Connect rafter to valley with 16d(0.131"x 3ya")nails per table below. Dormer Framing ® TimberStrand®LSL rafter 1 x or 2x_ceiling joists „ TimberStrand LSL or Toenail with four 16d(0.131 x 3X") nails lateral bracing at 48" Four 16d(0.131' x 3ya )nails Microllam®LVL ride board Attach blocking to at each end of strap/cleat -# each side,or four 16d(0.131 x 3ya') nails rafter with two 16d on-center or as specified ._. A through ridge into rafter r; (0.131"x 3ya")nails Toenail hip/valley to - Sheathing or other lateral post with three Header joist see plan �1° "�° E n g i n e e r i n g TimberStrandi® bracing as required Hip member or „ Toenail header to rafter with four 16d (0.131"x 3ya'") valley beam 16d(0.131"x 34 ) nails from each side,or use a hanger for reactions s per s Lateral blocking per exceeding 500 lbs. See Framing Connectors tables LSL rafter nails 158 County Rd. 39, Suite 10 � stem Guide code or for lateral Southampton, N.Y.11968 in Weyerhaeuser Roof Sy , TJ-9005 for ®LSL Sloped bearing surface 631 259-3959 wind requirements TimberStrand capacities. ) ceiling joist Attach Office: hangerpacities. (h post to bearing wall or Info@DiLandroAndrews.com beam with three 16d 0.131"x Beam or ceiling joist ® 2 times joist spacing, ( Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand LSL plate j P g sized to support post (Addresses lateral load only, (connection design may be minimum 3Y)nails per side not intended for wind uplift.)* required,contact your Professional Seal 3"maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valley Connection Additional connections may be required seat cut overhang Attach plate to rim with g �OF NE�'Y to resist wind forces in high wind zones Rafter -- �Q' NENR)- O,p 16d 0.131"x 3y4' nails Rafter Roof Snow Load ( ) On-Center Span 30 LL+15 DL 50 LL+ 15 DL 80 LL+15 DL at 12"on-center Minimum Ridge Board Depth Spacing Number of 16d(0.131"x 3 Y4')nails required O s 01 cc Rafter Pitch *Angle Clips 6' 5 5 5 t=- Rafter 12' 5 6 8 Size 4:12 to 9:12 10:12 to 11:12 12:12 Hanger Clip Nailing 16" 18, 6 9 12 See plan for member Fp t7 97 Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 ESS S1'09 �FIGN 2x6 22x8 2x10 2x10 Simpson •For lap connection nail quantity requirements,see Rafter Span and Heel 6' 5 5 7 2x8 2:x10 2x12 2xl2 Strong Tie® A23 10d x 1Y 10d x 1Y„ Connection Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. Ceiling outlookers at hip end 12' 6 8 11 2x10 '14" 14" 14" O USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip,each side. 24" R R A3 10d x 1yF 10d x 1Y2' -If 8-15 nails required, use two A23 or A3 clips, each side. 18 9 13 20 2x12 '14" 16" 16" 22 Connectors® q P 24' 12 * Open, see plan R R *Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel C(nnection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter HipNalley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed if roof) Sheathing or other lateralvalley beam pitches are unequal). Hip member W 3"Maximum rafter bracing as required TimberSt®and®LSL or Notch TimberStrand®LSL Hip/valleW seat cut overhang Microllam LVL ridge board hip/valley to sit on post depth(d) Depth of hip/valley ( Z) (minimum of 75%of original at seat cut(y). z W member depth must remain). See table below Toenail hip to ridge with five Ridge board.Toenail 16d(0.131"x 3Ya")nails. ridge-to-hip with four (0131"x 3Y") Q UJ TimberStrand®LSL Connect rafter to nails R � W Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d(0.131"x 3Y")nails W(0.131"x 3y4')nailsc�1 for heel/lap connection � / 16d(0.131"x 34")nails ' Attach hip/valley member to plate Lateral blocking per code or Post or bearing wall with three 16d(0.131"x 3Y4')nails Valley beam. Connect to hip O for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O �- Toenail rafter to top plate with with two 16d(0.131"x 34") nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip ry m Minimum Percentage of Original Hi Nalle Depth Required three 16d(0.131' x 3Y")nails or valley with a point load. �/} TimberStrand®LSL rafter Member Type TimberStrand®LSL Mlicrollam®LVL � J Hip Member 30% 50% c'l See Framing Connectors in Weyerhaeuser Roof System Guide, TFoir heel/lap connection(nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% R TJ-9005 for hanger capacities.Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 t2l See Rafter-to-Valley Connection table in Detail R26 above. }- W ROOF DETAILS General Notes W Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear TimberStrand blocking-%Vor LSL rim board 1y" 2x4 one side.Use 2x6 if 24"joists and when the sides of the hanger Beveled web stiffeners required on 2x4 one side.Use 2x4 both joist spacing is greater than y pp p INTERMEDIATE BEARING ) spacing 6 24"on-center. do not latterall support at least%"of the both sides.Cut to match roof slope. sides if joist s acin is TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may Two rows 8d �� J� greater than 24"on-center. Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Y")nails � Shear blockingboth sides at R3W ONLY - , at 8"on-center 1Y"TJ®Rim Board, Web stiffeners -f , ® Twist strap and backer block required at 10d(0.128"x 3") O7 %or 1y' TimberStrand required on both r Variable slope seat Birdsmouth cut sides R7W ON R7S with slopes greater than 3:12.See nails at 8" es a ONLY LSL or TJI®joist. connector Nailing Requirements at Bearing in on-center W r must not TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor W Web Stiffener required on and Roof Framing,TJ-9001. must bear fully on face of plate. Beveled 2x4 block both sides at R1 W ONLY n/ plate. Z Beveled 2x4 block with ,LAw u Beveled bearing plate Y adjacent span maximum `L v Beveled bearing beveled web stiffener on �d` plate required when �a� Beveled web stiffeners required when slope 2x4 block for soffit support slope exceedsYa:12 a'�`� opposite side of web on both sides exceeds 4:12 R3 R3W R5 R7 �R7 R7S is allowed only with joist depths< 16" BIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUTallowedat low end of oist only (R7 O BIRDSMOUTH CUT allowed at low end of Joist only� � y O !- O I � Z 0- Y `Y,.13 adjacent span maximum . . z Z CRD 6 W WUJ / N � Filler block:Attach per the ta3ble below. L.L. Clinch nails when possible. Backer block:Install tight to bottom O N flange(tight to top flange with top mount 'r'� v hangers).Attach per table below. d LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 10/26/23 FOR PERMIT Strap nails:Leave 23/8'minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) 2 04/03/24 FOR CONS distance Y Y Y 3 -44-- ---- 2c4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 ® Double joist ides if joists spacing Is LSTA18(Simpson Strong-Tie or USP Structural Connectors)strap with twelve Variable slope joist hanger.Beveled Field trim to match joist depth at outer edge Two rows 8d 0.113"x 2Y') •� p g ® p g Y may be required 5 ( eater than 24"on-center. Structural Connectors )strap with 10d(0.148 x 1y")nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. nails at 8"on-center D' �.� 5 twelve 10d 0.148"x%")nails q Use 1 Ya"TJ®Rim Board with depths<_16". E Y when L exceeds L ( slopes greater than 3:12 p y joist spacing 1 Additional blocking ® L 7 may be required for Additional blocking TJI®Depth,D TJI Flange Block Nail Allowed hole zone shear transfer may be required Width Type Size Quantity Beveled web Designed By : NM for shear transfer. Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener eaclh less than 3Y"Filler Strap nails: 9Y"<D<_16" Backer 10d(0.128"x 3") /as required side of TJI 10 ®•�hoist Drawn By : NM Beveled 2x4 block. Leave 2%"minimum Filler 16d(0.135"x 3Yz") 10-each side Yz web Checked B Strap nails: y.. Y AA Second beveled web end distance Leave 2%"minimum 3 Backer 10d(0.128"x 3") 10 Y 2x overhang. Notch TJI®joist flange must stiffener required on end distance less than 3y" Filler 10d(0.128"x 3") 15 around TJI®joist top bear fully on plate. opposite side at R10W only. Double beveled bearin late 9 Backer 10d(0.128"x 3) 5 Maximum allowable V-cut End wall flange. Birdsmouth cut must not ` •A° Variable sloe joist hanger. 16"<D5 20" when slope exceeds P 1 9 ( ® overhang inside face of Filler 16d 0.135"x 3Yz") 15-each side Beveled bearing plate required Beveled web stiffener 3Y2" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of Date: 10/26/2023 required each side. Backer 10d(0.128"x 3") 15 when slope exceedsYa:12 Web Stiffener required on q ., shear blocking at bearing will require 1Y"TJ®Rim Board or 1Y"or pate. C1019 both sides at R14W ONLY H5 H5 " D 24" Filler 16d(0.135"x 3Yz) 25-each side 1Y"TimberStrand®L®L that is one size deeper than the TJI®joist. BIRIDSMOUTH CUT allowed Scale: AS NOTED S H5S is allowed only with joist depths< 16" 3Y Backer 10d(0.128"x 3") 15 DO NOT use 1y TJ Rim Board with 18"-24"TJI joists or in O vertilation-hole applications. at low end Of joist Only H65 is allowed only with joist depths:5 16" SS For filler;and backer block sizes see Weyerhaeuser TJI®Joist Specter's Guide,TJ-4000 We erha`C; er Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit w .comrinform. SUSTAINABLE FORESTRY TIA IN A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sours'� Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. Sheet# slam October 2017 Reorder TJ-4014 i TOP OF STEEL BEAM COLUMIN Z STEEL COL., SEE PLAN MIS VTF = °-+6 w -3/4'0 F1554 GRADE 36 _ "-' + 2 " Co U 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3" HOOK ' ` E n g i n e e r i n g CENTER 4"THICK BASE PLATE ON CONNECT FLANGES 158 County Rd. 39 Suite 10 LINE "THICK LEVELING PLATE „ TO PLATES W/ 4 -3/4"Q1 � 0'-3 ( ) Southampton, N.Y.11968 0-11" TO MATCH BASE PLATE w = 8"x12"xBEAM GAUGE 1 A325 SLIP CRITICAL FULL PEN BOTTOM OF STEEL BEAM Office: (631)259-3959 2 2 DIMENSION ON g STEEL PLATE 0'-12" BOLTS TYP. BOLT LAYOUT DETAIL A-A Info@DiLandroAndrews.com EXTERIOR FACE OF — 14'NON SHRINK GROUT w w FOUNDATION WALL, SEE 3"SDS SCREW STAGGERED AT 6"O.C. Certificate No.: 0019523 FOUNDATION WALL 2 PLAN AND DETAILS FOR CEN ELR Lw (2)-ROWS z"0 THRU BOLTS AT 16" THROUGH PLYWOOD,2)x NAILER,AND LI E REINFORCEMENT O O O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRIILL THROUGH STEEL Professional Seal 5/16 Np I I I I Q WHEN THICKNESS IS GREATER THAN 0.24" PLAN ELEVATION O Q 2X NAILER(S) OF NEIVY t- MOMENT ( I ONENRy O'A� COLUMIN w TYPE 1 BASEPLATE BEAM #OF 4 A325 S.C. WIDTH 0 SIZE BOLTS T&B FLANGE CAPACITY(kip`ft) I I I o � + STEEL COL., SEE PLAN W8 4 16 3 -3/4"0 SINGLE �I�, 4 20 I I ( ) I I (3)-3/4"�l SINGLE o O (4)-3/4"0 F1554 GRADE 36 W10 PLATE PLATE f \ 1/4 ANCHOR BOLTS W. 9" 6 31 CONNECTION W/8" CONNECTION W/8" a o F� p E72 EMBEDMENT AND 3"HOOK 4 25 THICK PLATE I ( THICK PLATE SS W12 6 37 8"xFLANGE CENTER 4"THICK BASE PLATE ON I I I I ON •: LINE= O O 4'THICK LEVELING PLATE 8 50 WIDTHx6�'PLATE FULL PEN TO MATCH BASE PLATE w 4 28 TJI/LVL FLOOR JOIST DIMENSION ON W14 6 43 =1N 0' 12" 0'-12' 1 "NON SHRINK GROUT w w I I I ( Q SIMPSON FACE MOUNTED HANGERS (IUS @ WOOD FLOOR FIINISHES, m p FOOTING, SEE PLAN AND M1U @ STONE/TILE FLOIOR FINISHES) o � DETAILS FOR CENT EiR REINFORCEMENT LINE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN r ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES CL TYPE 2 BASEPLATE 0 _ Z STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER COLUMN WIDTH+1/2" o (2)-3/4"0F1554GRADE36 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION s-400 U 1/4 I I ANCHOR BOLTS W. 12" S-400 EMBEDMENT AND 3"HOOK SCALE: 1-1/2"= 1'-0" CEIJTER 8"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN LANE 4"THICK LEVELING PLATE TO MATCH BASE PLATE Z 0'-11" DIMENSION ON g I=_ r) 2 14'NON SHRINK GROUT w w + m p FOUNDATION WALL, SEE 1/4 COLUMN WIDTH+3 1/4" PLAN AND DETAILS FOR 7 o- REINFORCEMENT O- (2)—R 9x3/8x0'-3", 1 EA. SIDE, w CE E:R v (2)-1/4"ANGLES z LINE WITH(2)-HOLES FOR 8" J D PLAN'_ ELEVATION (3)-3/4"0 A325 BOLTS THRU-BOLTS p (2)4'Yd A 325 BOLTS AT W8'S v TYPE 3 BASEPLATE W (3)-3/4"f11A325BOLTS TYPICAL STEEL BASE PLATE DETAILS J SINGLE PLATE I R THICK CTIOE W/2" 9x3/8xBEAM O W W S 00 SCALE: 3/4 - 1-0 8 WIDTH+2" W (2) BOLTS W/W8 H M I I LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF R 3x3/8xBEAM BOLTED)DOUBLE ANGLE WIDTH.+2" SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED CONNECITION AS PER AISC WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR JOIST/RAFTER APPROVED EQUAL. MINIMUM(2)PER BLOCKING MEMBER TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN W L3x3x1/4 TUBE POST S-4010 SCALE: 1-1/2"= 1'-0" 5 W >.. WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF S-400 SCALE: 1-1/2"= 1'-0" z RAFTER; SEE PLAN FOR RAFTER;SEE PLAN FOR SIZE&SPACING SIZE&SPACING F. t STEEL BEAM, SEE PLAN FOR SIZE Q AND LOCATION z 0- A A — PROVIDE(2)-3/8"STIFFENERS z z W (ONE EACH SIDE)AT ALL F- TYP.AT TOP GIRDER BEARING POCKETS U N W PIPE POST AND BOTTOM 3/16 BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED 0 —' � VO N nn FILL POCKET SOLID r V WITH CONCRETE �. PLAN AT PIPE PLAN AT TUBE NOTE:AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4'X BEAM WIDTH+6" Revisions R W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK No. Date Description L3x3x1/4 SOLID FULL DEPTH BLOCKING; 2"MAX SHRINK GROUT 1 10/26/23 FOR PERMIT - AS REQUIRED FOUNDATION WALL 2 04/03/24 FOR CONS 3 --l-I-- --- 4 --/--/-- 5 PIPE/TUBE POST -`/-/- --- 1"TYP. Designed By: NM WOOD FLOOR JOIST/ROOF RAFTER 1/4 Drawn By : NM Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) �- 4"TYP. (OF 8"AND 10"WALLS) Date: 10/26/2023 Scale: AS NOTED I TYP. NOTE: 3/16 @ 8"WALL DEPTH, PROVIDE FULLL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLLATION OF BEAM A -A 7 BEAM POCKET DETAIL S �400 6 TYPICAL STEEL PIPEA'UBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE:3/4 = 1'-0" S-400 SCALE: 1-1/2"= 1'-0" Sheet#