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HomeMy WebLinkAbout44982-Z 4 �HEFOL�CpG. Town of Southold � y� 3/5/2022 P.O.Box 1179 0 co Zft53095 Main Rd ,y�j0 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42888 Date: 3/5/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2320 New Suffolk Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-9-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/30/2020 pursuant to which Building Permit No. 44982 dated 7/14/2020 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: additions and alterations, including covered entry, screened porch, deck and outdoor shower,to existing single family dwellin ags applied for. The certificate is issued to Erwin,Bryan&Jacobs-Erwin,Danielle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0079 1/6/2022 ELECTRICAL CERTIFICATE NO. 44982 1/26/2022 PLUMBERS CERTIFICATION DATED 1/7/2022 JiMy Han n 1 j\V t or' e Signature SUFFot �� TOWN OF SOUTHOLD BUILDING DEPARTMENT y � 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#: 44982 Date: 7/14/2020 Permission is hereby granted to: Erwin, Bryan & Jacobs-Erwin, Danielle PO BOX 798 Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 2320 New Suffolk Ave, Mattituck SCTM #473889 Sec/Block/Lot# 115.-9-1 Pursuant to application dated 6/30/2020 and approved by the-Building Inspector. To expire on 1/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $846.00 CO-ADDITION TO DWELLING $50.00 QBoTotal: $896.00 di g Inspecto Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. June 22, 2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 2320 New Suffolk Ave Mattituck House No. Street Hamlet Owner or Owners of Property: Bryan J. Erwin and Danielle S. Jacobs-Erwin Suffolk County Tax Map No 1000, Section 115. Block 9 Lot 1 Subdivision Filed Map. Lot: Permit No. �{��/�� Date of Permit. Applicant: Meryl Kramer Architect Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 4<0 App&- �ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Bryan J Erwin and Danielle S Jacobs-E , In 2320 New Suffolk Ave I, residing at (Print property owner's name) (Mailing Address) Mattituck, NY 11952 do hereby authorize Meryl Kramer Architect (Agent) j PO Box 1600, Southold, NY 11971 to apply on my behalf to the Southold Building Department. ( wner's Signature) (Date). (Print Owner's Name) P _ *OF SOUr�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 . �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q couff `I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bryan Erwin Address: 2320 New Suffolk Ave city:Mattituck st: NY zip: 11952 Building Permit#: 449$2 Section: 115 Block: 9 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Prime Electric Inc License No: 53402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 33 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 4 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt DoublE Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 4' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures Pump El Other Equipment: Hood, Double Oven, Fridge, Gas Cooktop, Floor Heat Notes: Half House Renovation Inspector Signature: Date: January 26, 2022 S.Devlin-Cert Electrical Compliance Form ,moo fo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q� • YO cot mv, UILDING DEPARTMENT JAN h 2022 � OF SOUTHOLD TOWN OF S06-1-HOLD CERTIFICATION Date: 1./7/2022 Building Permit No. 449822 Owner: Danielle Jacobs-Erwin&Bryan Erwin (Please print) Plumber: Jimmy Hannon (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PlumW6 Signature) Sworn to before me this day of 20oM �J COLLEEN A.MONTRONY `— Notary Public,State of New York No.01 M06132243 Qualified in Suffolk Countbl6a Commission Exoires August 22, Notary Public, County �y pF SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ,z �� go 4 REMARKS: ' DATE INSPECTOR �qd,�a0F50GTH --- - - - - �o� olo TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ OUNDATION 1ST ° [ ] ROUGH PLBG. [A FOUNDATION 2ND [ F] INSULATION/CAULKING [�/FRAMING /STRAPPING [ ] FINAL [ ` ] FIREPLACE &"CHIMNEY , [° ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O REMARKS: 4 *6tA pr4l - V. o o - DATE INSPECTOR so 7a Alew&A.44 * # .TOWN OF SOUTHOLD BUILDING DEPT. `ycnurm '' 765-1802 y. INSPECTION -[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION NM ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) irl CODE VIOLATION [ ] PRE C/O REMARKS: o cra p"f DATE INSPECTOR e\ OF SOUjyolo * * TOWN OF SOUTHOLD BUILDING DEPT. couNr+, 765-1802 I-NSPEC ION [ ] FOUNDATION 1ST [ ]: UGH PL13G. [ ] FOUNDATION 2ND { - INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY = [ ]` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: .41 �v, 1� !�Avvk co Ord V- fi 0 11 OW-fA Or DATE-2m INSPECTOR apF SOUTH o� O # # TOWN OF SOUTHOLD .BUILDING DEPT. cou765.1802 INSPEC , ON [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE /qoO INSPECTOR Of SOUIyo� ` l q & - �A # # TOWN OF SOUTHOLD BUILDI DEPT: `�cnurrn '' 765-1802 INSPECTION ' . [ . ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE A CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION . n ] PRE C/O REMARKS: OLI M (7" rA lrno�ol czgzS DATE- IZ� INSPECTOR ��� 1��apF SOUIy - - - - �o� 06 # # TOWN -OF SOUTHOLD BUILDING DEPT. `��ourm 765-1802 .INSPECTION [ ] FOUNDATION 1ST `[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY' [ =]"FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fo 9tv ��� /X> 10 OTA) U_�H DATE '24 2-2— INSPECTOR' • � e • COMMENTS Mr- FOUNDATION(IST) 0- Min • PLUMBING �EI off, --- IAINSULATION PER N..Y. ��1 wilt MCA STATE ENERGY •D i _ri • 1971 m � • s I ` war► / aWa / / • �� i • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined /,20 Contact: Approved 20 Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 i Building Inspector JUN 3 0 2020APPLICATION FOR BUILDING PERMIT 37T. } .. , �T-" .. Date June .2 2 ,20 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. f c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. 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.or 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 for necessary inspections. "Y19 79iJnat9r1 of Zpplicant or name,if a corporation) Po Box 1600,Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Arch itect Name of owner of premises Bryan J. Erwin and Danielle S. Jacobs - Erwin (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. H-48824. Ross Brothers Construction Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2320 New Suffolk Ave Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 115. Block 9 Lot 1- Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $600,000 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 , total all floors If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NSA 7. Dimensions of existing structures, if any: Front 23.5' Rear 15.4' Depth 65.7' Height 25.8' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 23..5' Rear 25.6, Depth 69.7' Height 25.8' Number of Stories 2 v. 8. Dimensions of entire new construction: Front NSA Rear Depth Height Number of Stories 9. Size of lot: Front 222.65' Rear 237.78' Depth 207.68' (west), 194.83 (east) 10. Date of Purchase 6/13/2008 Name of Former Owner Ronald and Lisa Johnson 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded No Will excess fill be removed from premises: NO PO Box 798 14.Names of Owner of premises Bryan and Danielle Erwin Address Mattituck, NY, 11952 Phone No. 631 553-7785 Name of Architect 'Meryl Kramer AddresEPO Box 1600, Southold, NY PllWthe No 631 477-8736 Name of Contractor Ross Br thers Construction Address 595 North Street, Phone No. 631 772-4204 Manorville,NY 11949 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. Incorporated and referenced on site plan 17. If elevation at any point on property is at 10 feet,or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of indiifdual signing contract)above named, (S)He is the (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tQ before me this ) —day of A NP, 20_CIQ \c�� Nota Pry ubhc nature of Applicant CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Cluallfled in Suffolk County Commission Expires April 14,2_G� J Scott A. Russell ,��°SAF '�� ST0]KMWATIE]k SUPERVISOR ` AMIANAGI]EAMI]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 o - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OOZES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ X❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date& County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. District NAME: Meryl Kra r hitect 115. 9 1 6/22/20 �Ni Section Block Lot IF 11 **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information _6297 47 8736 lTekph.-Numbed Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 2320 NEW Suffolk Ave. Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Mattituck, NY 11952 Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000SUFFCHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) E--� bO �� 115 9 1 Stormwater Management Control Plan CHECK LIST NAME, Meryl Kramer Architect Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application' Plmre Prm� Date: Od * The applicant must provide a Complete Explanation and/or Reason for not providing 631477 8736 6/22/20 all Information that has been Required by the following Checklist! g. u TNeph—Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®00 b. Total Site Acreage. ®=� c. Existing-Natural & Man Made Features within 500 L.F. == of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0= e. Limits of Clearing & Area of Proposed Land Disturbance. FXI== f. Existing& Proposed Contours of the Site (Minimum z Intervals) 00 Corner Elevations g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& ®00 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). ®�0 k. Location of proposed Construction Entrance/Staging Area(s). ®00 Existing 1. Location of proposed concrete washout area(s). 7X7 00 M. Location of all proposed erosion&sediment control measures. ®0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0� rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. ®00 Silt fence b. Construction Entrance& Site Access. ®00 Existing driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ERJ=0 Gutters d. Leaching Structures (e. .infiltration basins,swales,etc.) Qrgwells **** FOR ENGINEERING DEPARTMENT USE ONLY **** Additional Information is Required. Reviewed& ! 1:1 Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. PI FORM # SWCP Check List-TOS MAY 2014 Town Hall AnnexNy�� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 ® ? Southold, NY 11971-0959 Vly�'r{r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED.' WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 22, 2020 Owner: Bryan J Erwin and Danielle S. Jacobs-Erwin Location of Property: 2320 New Suffolk Ave. Mattituck, NY Please take'notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) Walls Only, Interior in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature: Name (person submitting this form): (4eryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be ccliv1 6611119 661117°1 gV'lor Agv" to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS TI4AT ARE OF TRUSS TYPE CONSTRUCTION "F97 FLOOR FRAMING, INCLUDING ■ In GIRDERS AND BEAMS m ROOF FRAMING 'U 9 F L NG' 11;FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES " BUILDING.DEPARTMENT- Electrical Inspector :. TOWN OF SOUTHOLD = Town Hail Annex - 54375 Main Road PO Box 1179 Southold, New York 11971-09:59 Telephone.(631) .765-1.802 - FAX (631) 765-9502 n eand southoldtownn ov ro err_ 'southoldtownn ov s APP: I UION FOR:ELECTRI,CAL INSPECTION ONr( ELECTRICIAN I�IFORM/�TIAll InformatnRDate ioequired) Name` Lrcense No m 02 email 2 Address PhonewNo=: 7777„.. . .. JO,B SITE INFORMATION (Aii Information Required) Name \ . :Address Cross Street Phone No . Bld Perr»t# �q 2 g,.,. ernaif m 1 0b'�2 Tax Map Disfrtct 1000 Section Block F�IEI= D �C � .. � .� . RIPTIQ.RI aF 1NC3RK (Please Forint Clearly),-; m. C irc'le AII`That Apply:, Is job ready for inspection?: ! NO Rough"1n Final Do you need k Temp'Cerfifcate?" 'YES N0 Issued rC}n Temp Information:' (AII rrifarmation;required) Service SFze 1 Phi 3 PhMefer's. . . . OIdMeter#;.. .._. .._� New"-S = Fire Reconnect Flood Reconnect-,Service Reconnected'- Underground =°Overhead # Undergrountl;Laterals 1 '2' H Frame Pole Vllorlc done on.Service? Y N Add trona;Information,. PAYMENT QUE WITH A►PPLICATI, J U L 2 2021 Re" 1 t a i f*R9 rm.xls - ` PERMIT# Address: j1 Y Switches � `! ` � Outlets GFI'S� Surface a. Sconces H H's UC Lts { Fans Fridge HW at v Exhaust_ I Oven ,� �� Dryer f Smokes ' DW Service Carbon Micro Generator Combo Cooktop �� Transfers AC Zj AH ?� Mini -S ecial Xjl_,__C� ... ._ _._ Comments! A ee ".tj MYST New York;Stote Insurance Fund. 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nj sifxom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE VLA AA^A^ 833678843 ROSS'BROTHERS CONSTRUCTION INC595 NORTH STREET MANORVILLE NY 11949 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE'HOLDER ROSS BROTHERS CONSTRUCTION INC BRYAN&DANIELLE ERWIN 595 NORTH STREET 2320 NEW SUFFOLK AVENUE MANORVILLE NY 11949 MATTITUCK NY 11951 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE '12268337-9 285270. 04/01/2020 TO 04/01/2021 6/11/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2268 337-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF'YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING'ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW,.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN ROSS VP GREG ROSS ROSS BROTHERS CONSTRUCTION INC TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION-ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE I UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE-FUND UNDERWRITING VALIDATION NUMBER:132604457 ACCMLIF CERTIFICATE OF LIABILITY INSURANCE 7wwww'7755A. , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPIMANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. U SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemeft A statement an this certificate does not coder ri to the certificate holder In lieu of such endorseme s PRODUCERNAM NT SPECIALIZED INSURANCE&SERVICES PHONE ppX 204 RTE'112 IAC.No.Rxfiee PATCHOGUE,NY 11772 AMfgagm. SRU@SPECIALI2EDINSURANCE.COM Auto-Home-Business-cycle-etc. gMUMM AFFORDING COVERAGE Nae r INSURER A.MARKEL INS.CO. 1301 INSURED INSURER a: ROSS BROTHERS CONSTRUCTION INC INSURER C: 595 NORTH STREET IHSi1R O: MANORVILLE NY,11949 WBURERE: NSURER F: COVERAGES CERTIRCATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 70 WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INIBR rim OF INSURANCE UL POLtCYNUItBEr POLO E+P POLICY EXP LWIS COIDIERCIAR.OENERALLIAB0.TTY A Y YMKLVIPSCOOD79i 2/t1/2020 2/11/2021EACH0 911GE S 110001000 CLAMMADE®OCCURraydS 300,000 uED EXP ono s EXCLUDED PERSONAL&ADV NJURY $ 1,000,000 ropovu?"16 LMR APPLIES PER GENERAL AGGREGATE S 2 000 000 jaT ❑LOC PRODUCTS-COWIOP AGG S$ AUTCHOBILE LIARMY $ ANY AUTO BODWY INJURY(Per pman) S OWNED 8CHEDLAEO AUTOS OILY AUTOS BODILY INJURY(Per aoriftO S OS �A ONLY afrONLYP i g Ufil"MLA LIAROCCUR EACH OCCURRENCE S EXCESS LAB CLAIMS-MADE AGGREGATE $ DEO N g WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPMETORIPARTNERIBECUTIVE E.L.EACH ACCIDENT $ OFFICERIAMUSER I �EXCLtlQED7 N/A yyaese,, WQ ELWSEA9E-EAE7NPLA S DESCRErT10N OF OPERAIMUM bdew E.L.DISEASE-POUCY LW D'ECRWM OP OPERATICHBI LOCATIONS I VEBCLF.B(ACORO 101,Add 0=1 Remarke 9chadaIN maybe aMNW Il a:ore apace Is regaheQ BRYAN&DANIELLE ERWIN 2320 NEW SUFFOLK AVENUE IS AN ADDITIONAL INSURED FOR GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS.WAIVER OF SUBROGATION IN FAVOR OF THE ADDITIONAL INSURED. CERTIFICATE HOLDER CANCELLATION BRYAN&DANIELLE ERWIN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 2320 NEW SUFFOLK AVENUE THEEXAP PIRA DATE THEREOF, NOTICE WILL BE DELIVERED IN MATTITUCK NY 11951 ACCORDAN H THE POLICY VISIONS. aurHOR =/ Pf ®1958.2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORO 7, Suffolk County Dept of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name V JOHN ROSS Business Name ROSS BROTHERS CONSTRUCTION This certifies that the bearer is duly licensed License Number H-48824 by the County of Suffolk Issued: 05/19/2011 Commissioner Expires: 0510112021 This license is the property of Suffolk County Department of Labor,Licensing&Consumer Affairs. r Possession of this license does not guarantee its vali.ft. Additional Business Name H1-GC License Category 5 � t Generated by REScheck-Web Software Compliance Certificate Project, Erwin Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2320 New Suffolk Ave Meryl Kramer Mattituck, NY 11952 Meryl Kramer Architect 260 Hortons Lane PO Box 1600 Southold, NY 11971 6314778736 ruth@mkarchitect.com Compliance: Passes using UA trade-off Compliance: 8.5%Better Than Code Maximum UA: 248 Your UA: 227 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling'-Gabled: Flat Ceiling or Scissor Truss 616 33.3 2.2 0.031 19 Ceiling-Flat Roof: Flat Ceiling or Scissor Truss 332 33.3 1.6 0.031 10 Wall East:"Wood Frame, 16"D.C. 579 32.0 1.7 0.043 16 Door-1.(2): Glass Door(over 50%glazing) 131 0.350 46 SHGC: 0.22 Window-A(2), E(3): Wood Frame 65 0.320 2.1 SHGC: 0.26 Wall South:Wood Frame, 16" D.C. 357 32.0 1.7 0.043 11 Door-2(1): Glass Door(over 50%glazing) 18 0.350 6 SHGC: 0.19 Window-A(3), B(1), E(3):Wood Frame 90 0.320 29 SHGC: 0.26 Window-C(1):Wood Frame 4 0.270 1 SHGC: 0.30 Wall West:Wood Frame, 16"D.C. 461 32.0 1.7 0.043 17 Door-3(1): Solid Door(under 50%glazing) 23 0.430 10 Window-A(3):Wood Frame 45 0.320 15 SHGC: 0.26 Floor:All-Wood Joist/Truss 849 30.0 1.6 0.031 26 Project Title: Erwin Report date: 06/17/20 Data filename: Page 1 of10 1 7 1 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Erwin Report date: 06/17/20 Data filename: Page 2 of10 I t REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value, Value 103.1, (Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1)1 I energy code compliance for the r (19D !building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. I 103.1, ;Construction drawings and I ❑Complies 103.2, !documentation demonstrate El Does Not 403.7 ;energy code compliance for [PR311 I lighting and mechanical systems. ❑Not Observable !Systems serving multiple } ❑Not Applicable dwelling units must demonstrate !compliance with the IECC !Commercial Provisions. r 302:1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7. )sized per ACCA Manual S based ! Btu/hr ! Btu/hr {❑Does Not [PR2]2 !approved on loads calculated per ACCA Cooling: Cooling: bNot Observable Manual J or other methods Btu/hr ; Btu/hr ❑Not Applicable by the code official. I I Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) J.,3 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 3 of10 r r Section , # Foundation Inspection Complies? Comments/Assumptions & Req�ID 303.2.1 IA protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;grade. ❑Not Observable; I ;❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies ; [FO12j2 I installed.. ;❑Does Not Gj } ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data=filename: Page 4 of 10 f Section, Plans Verified Field Verified # Framing/Rough-In Inspection Value ValueComplies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1 :❑Does Not ;table for values. [FR111 1 U ; ; ;❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable ; [FOR2]1 ;❑Not Applicable , ; 303.1.3 1 U-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance ❑Does Not (with the NFRC test procedure or ;taken from the default table. ❑Not Observable ; []Not Applicable ; 402.4.1.1 ,Air barrier and thermal barrier []Complies [FR23]1 l installed per manufacturer's ❑Does Not Q ;instructions. r ; ❑Not Observable , ❑Not Applicable 402.4.3 ,Fenestration that is not site built ❑Complies [FR20]1 lis listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 10 1/I.S.2/A440 109 1 or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable ; ;limits. 401.4.5 ;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 !sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 )insulated >= R-8 where duct is 7 ❑Does Not V =>= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches.Supply and , !return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; :for< 3 inches in diameter. 1 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 Iboxes are sealed with ❑Does Not ;points/seams compliant with ; COO ;International Mechanical Code or ❑Not Observable I International Residential Code, as ❑Not Applicable applicable. ) 4033.5 Building cavities are not used as ❑Complies [FR15;]3 - . ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403,4 }HVAC piping conveying fluids R- R- ;❑Complies [fR17]z . above 105 °F or chilled fluids ;❑Does Not below 55 °F are insulated to>_R- ' 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '' ❑Complies ; [FR2411 ;piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403:5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2, }>_R-3. ;❑Does Not :0 ;❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.6 !Automatic or gravity dampers are ❑Complies [FR19]2 ',installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable I l ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 6 of10 Section. Plans Verified Field Verified # Insulation Inspection "Value Value Complies? Comments/Assumptions & Re .ID 303:1 'All installed insulation is labeled ❑Complies ; [IN13]2 !or the installed R-values -]Does Not provided. 8j ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ Wood ❑Does Not ;table for values. f [IN1]1 f ❑ Steel ❑ Steel ;❑Not Observable v ;❑Not Applicable 303.2, ;Floor insulation installed per I ❑Complies ; 402.2.7 i manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the J :underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in ❑Not Applicable Icontact with the top side of ; 'sheathing, or continuous ; {insulation is installed on the ; (underside of floor framing and r !extends from the bottom to the top of all perimeter floor framing members. ; 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood E] Wood ❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 lexterior,the exterior insulation ; ; Steel (79 !requirement applies (FR10). ;❑ ❑ Steel ❑Not Applicable i 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) .:3' 1 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 7 of 10 r , Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Ass,umptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, , I❑ Steel ❑ Steel ❑Not Observable 402.2.6 ; ; [Fill' i ; ;❑Not Applicable ; 303.1.1.1, !Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]' !Blown insulation marked every ;300 ft2. ❑Not Observable ; ❑Not Applicable j 402.2.3 'Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]' !insulation >_R-value of the :❑Does Not !adjacent assembly. ' ;❑Not Observable ; I :❑Not Applicable 1 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]' 'ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; :[-]Not Observable ; ❑Not Applicable 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]' !determine air leakage with ft2 ft2 ;❑Does Not !either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch 1 ❑Not Applicable ; w.g. across the system including ;the manufacturer's air handler 1 enclosure if installed at time of !test. Postconstruction test:Total ',leakage measured with a 1 pressure differential of 0.1 inch , w.g. across the entire system ;including the manufacturer's air ; 1 handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air I ONot Observable handler @ 25 Pa. For rough-in !tests,verification may need to ! ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 !Air handler leakage designated ❑Complies ; [FI24]' ;by manufacturer at<=2%of ❑Does Not ' !design air flow. ❑Not Observable ❑Not Applicable 403.1.1 1 Programmable thermostats ❑Complies ; [Flg]? 'installed for control of primary ❑Does Not !heating and cooling systems and ;initially set by manufacturer to ❑Not Observable , !code specifications. ❑Not Applicable ; 403.1.2 'Heat pump thermostat installed ❑Complies [F[10]2 ion heat pumps. ❑Does Not IE]Not Observable J❑Not Applicable 403.5.1 !Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not !accessible manual controls. ❑Not Observable ; 1 ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 8 of 10 � l Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 !All mechanical ventilation system ❑Complies ; [FI25]2• fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat []Complies [F[26]2 Ithrough one-or two-pipe heating ❑Does Not Isystems have outdoor setback ;control to lower boiler water ❑Not Observable .temperature based on outdoor ❑Not Applicable !temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F[28]2 !have a circulation pump.The ❑Does Not ,system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for F circulating hot water system pumps start the pump with signal ;for hot water demand within the ; !occupancy. Controls ; aautomatically turn off the pump ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2'_l Electric heat trace systems ❑Complies [FI29]2 ;comply with IEEE 515.1 or UL ❑Does Not ;515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable jdesired water temperature in the piping. ; 403.5.2 A Demand recirculation water JE]Complles ; [F130]2 }systems have controls that ❑Does Not manage operation of the pump )and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ; piping to <= 104°F. 403.5.4 )Drain water heat recovery units ❑Complies [FI31]2 .'!tested in accordance with CSA ❑Does Not J 655.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one ; or two showers. Potable water- 1 Iside pressure loss of drain water !heat recovery units < 2 psi for j individual units connected to ; ithree or more showers. 404.1 1190%or more of permanent ❑Complies ; [FI6]1 !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ; ❑Not Applicable 404;1'.3 Fuel gas lighting systems have ❑Complies [FI23]3 }no continuous pilot light. ❑Does Not . i ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [F17]2 ❑Does Not []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) •3. Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Erwin Report date: 06/17/20 Data filename: Page 10 of10 Town of Southold P.O Box 1179 Southold,NY 11971 *** RECEIPT*** Date: 07/24/20 Receipt#: 272263 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct-Resid. 4858 $10.00 Total Paid: $10.00 Notes: Payment Type Amount Paid By CK#1003 $10.00 Meryl Kramer,Architect Southold Town Clerks Office 53095 Main Road, PO Box 1179 Southold,NY 11971 G Name: Meryl Kramer,Architect Po Box 1600 Southold,NY 11971 Clerk ID: BONNIED Internal ID:4858 JUT 8pQ`oy Famirn Optt<of aillateJ/ Radiant Drywall and Insulation Corp. ,�, www.radiantinsulsystems.com c1q P.O.Box 899 Middle Island,NY 11953 Phone:631-924-0500 - Fax:631-924-4584 Commercial Lie:Suffolk:36254-H - Residential Lie:Nassau: H 1901650000 ESTIMATE Estimate#: 26058.00 Ouote Date: 07/15/2021 Terms: Due on receipt Customer Name: Job Name: Ross Brothers Greg Ross New Suffolk Greg Ross 2320 New Suffolk Ave Mattituck,NY P: A: F;. - DeScrit�li�n HOUSE PACKAGE: ICYNENE Open Cell installed in Attic Slope at 9.5"(R-35) Demilec Closed Cell Spray Foam installed in 2 x 6 Exterior Walls at 2" (R-15) Demilec Closed Cell Spray Foam installed in 2 x 4 Exterior Walls at 3"(R-22.5) R-15 3.5 X 15.25 X 93 KFB installed in 2 x 6 Exterior Walls R-11 3.5 X 16 X 96 UNB installed in Sound Walls BASEMENT PACKAGE: R-30 10 X 16 X 48 KFB installed in Basement Ceiling 'MA LIN //U.N11 T ur..")rmfryy P',ua =rt,U-3iiNt: t Radiant Drywall and Insulation Corp. www.radiantinsulsystenis.com P.O. Box 899 Middle Island.NY 11953 Phone:631-924-0500 - fax:631-924-4584 Commercial Lic:Suffolk:36254-1-1 - Residential Lic:Nassau: H 1901650000 ESTIMATE ANY UPGRADES GIVEN DO NOT INCLUDE TAX.IF UPGRADE IS CHOSEN TAX WILL BE ADDED TO THE UPGRADE AT TIME OF PAYMENT. Areas insulated as specified using Huntsman Products,Amerrock and Guardian Fiberglass products.Guardian Fibergiass products are Energy Star®and GREENGUARDO certified. Any additions may be subject an increase in billing,This estimate is valid 30 days for acceptance. No oral terms or representations shall be considered a part of this agreement,. Customer agrees to pay reasonable additional charges if the following occurs: 1) Follow-up labor because contracted work cannot be completed when originally scheduled, 2) Loss of time due to other trades working in home, 3) Waiting time on job when work cannot be performed,4)Clean-up by Radiant in order to perform it's work, Any contractor,subcontractor, or material man who provides home improvement goods or services pursuant to your home improvement contract and who is not paid may have a valid legal claim against your property, know as a mechanic's lien. Any mechanic's lien filed against your property may be discharged. Payment of the agreed-upon price under the home improvement contract prior to filing of a mechanic's lien may invalidate such lien-. The owner may contact an attorney to determine his rights to discharge a mechanic's lien.This invoice is subject to the Terms and Conditions indicated on the Radiant invoice, TERMS:50%DUE AT CONTRACT SIGNING&BALANCE DUE AT COMPLETION OF INVOICED WORKAREA,A SERVICE CHARGE OF 1 ''Y2%PER MONTH SHALL APPLY TO ALL OVERDUE INVOICES(ANNUAL PERCENTAGE RATE 18%) PRICES REFLECT MONEY DUE IN CASH OR CERTIFIED CHECK.IF CREDIT CARD USED,ADD 3%TO ABOVE STATED PRICES. NOTICE OF CANCELLATION: YOU,THE BUYER, MY CANCELTHIS CONTRACTAT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAYAFTER THE DATE OF THIS TRANSACTION. It is the customers responsibility to alert Radiant Insulation Systems if any combustible mechanicals are within the attic space.If so, a thermal barrier proposal will be necessary, ; f k"s Greg Ross 7/15/27 :f $17,685.87 r _ Grand Total: SIGNATURE PRINT NAME DATE Respectfully submitted, Daniel CostagliolaIM 631-924-0500 ' danc@,radiantinsu lsystems.com SCHD APPROVAL SLIF17OLK, COUNTY DEPARTIVE374T OF HEALTH "JERVICES S 71 59120"W NEW SUFFOLK AVENUE PERMIT FOR APPROVAL 0,17 CONSTRUCTION FOR A WATER MAIN 159.30' S 77 43-20"E 63.35' SINGLE FAfl 11-`' R`!TG!DZ[110E Ci',JL:f EL O 22.7- OCT 1 0 2018 CONIC SID D A T-.E 157.18' v ELEV 24.0' A P P c 00 Jz 0 I Fon 1AAX1,%­ M OW 01 BEDROOMS SCTM#1000-:115,09-01 CN 00 E3 THRE, YEARS FROM DATE OF APPROVAL EXISTING OVERHEAD-­"*\ ELECTRIC LINE NEW UNDERGROUND SE WCE FROM POLE TO BASEMENT Abandonment of e -1sting sanitavy system must be x ISTING 0 f 071,c, COVERED PORCH conformance with dtparanent requirement Subnft [STINGwa — to C TWO STORY STRUCTURE ompleted form as proof. 1VALD 0 McD0 (STING SCTM# 1000-115-09-01 GEOSOEVC113 ONE a.1000 New Y.Ik 11011•(831) PROPERTY 2320 NEW SUFFOLD AVE. Q) ADDRESS MATTITUCK NY 11952 TEST HOLE DATA SHEET Name; MK Arch Erwin LO W e I ZONING R40 PROPOSED BUILDING HEIGHT ALLOWABLE-35' Location: Mattituck WOOD DECK ACTUAL-26' Tax Map NurI 1000-115-9-1 PROPOSED WSCREENED PORCH ENERGY CODE COMPLIES WITH 2015 IECC Project Description: Res CSZ Date: 4/17/17 0 LOT COVERAGE LOT srm- 45,M.39 Sf 0 Dark brown loam OL FENCE Lwa8bl overage-20% Brown silt ML :-.EXISTING DRIVEWAY TO REMAIN (45.269.39 sf)X 9.0548! --------- 31 U� 0 EXISTIN DI Lar COVERAGE Pale brown fine send SP ONE STORY STRUCTURE Existing Dwelling- 1,965 sf % NOTM, Existing Garage- 408 sf COVERED PORCH I THE LOWITION OFWEULS AND CESSPOOLS SHOWN ARE FROM Existing Shed- 50 sf EXISTING ELECTRIC FIELD OBSERVATIONS AND/OR DATA OEIWNED BY OTHERS TOTAL­ 2,433 sf ___---_ I -Z, (5.3%) OP2.EasniNs sEpTic svI STRUCTURES sHALL BE PUMPED CLEAN 0 Ir- ADDITION �7, C) AND REMOI IN ACCORDANCE WITH S.C.D.H.S.STANDARDS, -n 3 LOT COVERME STIN PROPOSED cp Existing Dwelling 17' PROPOSED=.G LINE OF I ONESTORYADDITION 3.ELEVAnoNS ARE REFERENCEID TO NAM.D.IM DATUM.VERIFIED no Iumbin EXISTING CONSTRUCTION BY N.CDRMN LS ON 7/12/18. P No water encountered To Remain- 1,487 sf comments: PROPOSED TO BE REMOVED Ir" Existing Garage- 408 sf OUMOORSHOWERY, EXIstIngShed- 50 sf P EJACCESSAREMI Pmposed NDMS- � N) Proposed Additions- 581 sf ERWIN PROPOSED V5 Proposed Covered Porch- 36 sf EXPANSION POOL PROPOSED SEPTIC TANK-5 BIR RES, IN TANK CAPACITY-1500 GALLONS Proposed Screened Porch-241 sf RESIDENCE OSFZ Proposed Wood Deck- 217 sf IN LIQUID SURFAREA-4 150,-0" EXISTING I '7C 9FFEq7,EqEPrH TOTA6 3,020sf CESSPOOL TO BE REMOVED- 4 t SYSTEM U) NOTES 1&2 A PROPERTY LINE To SEPTIC SYSTEM (6.796) 'd j 0 A 000 0 t U-13A, ,ose 04 AMM3 Q 0 EXISTING 11110 07. 9.18 CY) CESSPOOL TO BE REMOVED- 0 NOTES LEACHING POOLS 400 SF SIDEWALL AREA EXISTING cc 2 POOLS-S'DEEP,IT DIA SHED -no plumbing PROPERTY LINE ELEV ELEVN 77 45'30"W 91.78' 24.8' 26.7' N 76' 27,30"W 140.00 ATC M E R Y L K R A M E R 1000-122-5-4 KR a r c It i t C t N/0/F SUSAN NORRIS agriculture-no known well 213 EAST FRONT STREET 4C POST OFFICE BOX 683 Site Plan Scale: 1" 30 ft G R E E N P 0 RT, NY 1 1 9 4 4 6 3 1 - 4 7 7 - 8 7 3 6 rn k a r c h i t a c t C 0 M I t C.. rF KCOidTYy'R CCS 'FOR A C,:NGU.. t /C�a c LEGEND Dn;:AAN 0 6 202 1's.. 1��''t.i40. p�"lo-Coll CONCRETE CURB Tho sea4ace -11 v:?tef sul'.d Ip4::i ic3 it t`sis S , Yt�n t:vb•;c t DROP CURB 7 . i=ti lvrn"r ina�e:.r�3�,nd.�r cCrGT�d b r �,s C ,._,.me:�t Cr c,.,�vr n!?c.^;ie,s end found to be saaisfactx'y FOR A 14AXIM.U.��i'F C'"'DROOMS. WALL EDGE OF PAVEMENT OH OVERHEAD WIRES + y 4 ♦rRe NEW SUFFOLK AVENUE �- GUY WIRE 21.50 21.91 + 22.49 + + -oo- FENCE OTHER 23.05 S23.27 E 23.z7 23.25 + .+ + + o00000o HEDGE 21.52 21.95 23.06 22.75 22.33 22.21 22.33 22.76 159.30' F 77 X2:415 . '. . •' '.•••"` '.,� "• .� 23.11 CONCRETE/MASONRY 23.20 S 77'43'20"22.73 E 63.35' EDGE OF WOODS • BC X22: 4• .:::..:::•.; .. 23.06 22.33 22.19 Q 157.18' - F.F. EL. FINISHED FLOOR ELEVATION MONUMENT O ... 23,35 '. FOUND 0 m O FE --a' O 0.2S N NNS 1.0'S 23.7 - � •• ' ... . •-23.83': •'. . •' •.. •:.. :• 23.46.;::: ;;:: HEDGE �•''•N 24.2 FE Z-A11 :.'23.81::: :::::;:: .I -"23.59;::: - " • G.F. EL. GARAGE FLOOR ELEVATION 1'E o0 0.6'S 24.8ir • ' ___ 24.9 0 MONUMENT TOP/BOTTOM OF CURB 24,5 23.7 TC 27.00/ tp 24.3 MONUMENT ____O SC 26.50 FOUND }� TW 28.75/ J ' 244'• rm +w�0a 3 FOUND 2.as soS 0.2 Is BW 27.50 TOP/BOTTOM OF WALL ' 0.4'W O 24.66 248 + = W +25.43 SPOT ELEVATION W 255 25.8 z + ® WATER METER ZCi¢ 25.9 + -' NN 3 261 26.3 Cob UTILITY POLE � Irr �m m° `'s o h 3o26.5 QS STRUCTURE - SANITARY TC 26.33 F BC 26.13 W WATER MAIN ' 26.2 U + { ��� �� ° S SANITARY LINE 25.99 + 4 +•'" V 00 26.4 Osp 27.2 27.4 O 3 Z to a- Z kp CONCRETE • N N NN tom r 0s� a 27.02 0 tonB n C + 27.3 M N N N �s r--'� �------ 27.1 nn I 3 TW 28.35 FOUNTAIN TW 2B.40 OD NOTES: COVERED PORCH I 27.8 --�-. BW 27.35 SW 27.20 �. 27,1 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC z+z �w i 23.4' 1 PURPOSE, AND IS NOT INTENDED TO BE USED FOR A n� I o 4.M 27. 9 TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. 1 ^' n+NN 27-6 1 N 27.19 27.9 N Ivm rnrn 4.0' 27.8 + 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A ~ �^ 1 do D 27.5 TITLE REPORT AND THEREFORE, THE EXISTENCE OF O HEDGE N N 41so CONr,RETE 3'E ,gym UU a, 27.7 . 7.1' t�N CCVER ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR 27.3 nm t'm N > X0.6' ti RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN .•- HEDGEI + rm �00t, + NV (1) 'a 130. 00 DECK 273 OR ADDRESSED. Y 2'E 2� 27.1 '1- 'S� 0.6' N 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED ��� �cGti� g 27.9 M 9.6' 3 + F- AS PART OF THIS SURVEY. _-•I e �6 y� 4.s• 2 STORY z7 4 27.0 O TC 27.61 1.'1' 127.6 J m n� BC 27.31 27'35 SOC" DWELLING 2 20 i X 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE no 0NO. NOT EXAMINED OR CONSIDERED AS PART OF THIS N N 72'8' R/O DECK W1 1a - SURVEY. ' .•- ti m TC 27.66 - Z 27° i 27I.z1 ec 27.36 \ W^ 27.6 27'9 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE O L 1 ant) Lo TC 27.68 275 1 M�" STRUCTURES TO THE PROPERTY LINES ARE FOR A ~ - 3 SPECIFIC PURPOSE AND USE AND THEREFORE ARE U a W ^^ soM BC 27.38 M 27.2 27.3 rir V) N NN 2s 9 2G+3 + NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, t m 4m A/C UNITS 26.6 0 RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, O zs.s s.o 27.304 ADDITIONS TO BUILDINGS OR ANY OTHER 27.2 ❑❑ A10.1' M G.F. EL 4" PIPE '21.9 CONSTRUCTION. O M I 27.59 �.. LO 4" t: B 6. LOT AREA = 45,269 SQUARE FEET OR 1.0392 ACRES. I W4" PIPE 15.4' Z Q N GARAGE o + PIPE•y 270 zs.7 + z7.a N 7. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. of N 25.9 O + 27'3 A/C UNIT + 26'9 8. LOCATION OF SANITARY SYSTEM AND WATER LINE ON LINE 20.2' 25.5 PROVIDED BY OTHERS. 25.3 24.9 25.3 + + 25.9 ' 24.3 'I ' L 25.9 SHED + 23.0 RIM 24.4 23 8 i' + 24.53; 7 3 12/01/2021 P.F. CLIENT COMMENTS. 24-3 1 2 S----��� / 3 + Date By Revision SEPTIC 24.1 + Surveyed by: SK Dra d by: A.V.R. Checked by: C.W. \\_,y LEACHING TANK m LEACHING 25'7 26.0 26.5 POOL POOL U ' +23.0 24.3 Barre ° 22.SHED Bonacci & 22.6 Van Weele, PC , + _. HEDGE 21'0 FE Engineers Surveyors Planners 2 E 24.4 24.9 .6'N 175A Commerce Drive Hauppauge,NY 11788 MONUMENT MONUMENT 23.7 24.7 + 0.5'w FOUND 21.1 20.4 --=T °•9 21•a FOUND 23.1 ���,�,®��.� FE MONUMENT 7631.435.1111 F 631.435.1022 O 0-7-0-10 O O O �E ��� ON FOUND www.bbvpc.com ,2ES N 76'27'30" W 140.00' OFT S ~ N 77'45'30" W 91.78' LINE 0.2'N Tax Map: DISTRICT 1000 SECTION 115 BLOCK 9 LOT 1 SECTION 122 BLOCK 5 TAX LCT 4 Certifications indicated hereon signify that this plat of the properly depicted hereon was made PROPERTY in accordonce with the existing Code of Prociice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors. SITUATE This cefifk Herr r nds depicted hereon n4)" iM1 Mlrma;=ig� MATTITUCK SANITARY LOCATION TIES 4(.11 t �rt'mlxan`es r ,s 4(.11 44! ntilies fistedp{�'"�,reor�c d.are no r roadda TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. SANITARY BUILDING CORNER tion Persons,enwA,e hers` STRUCTURE A B t Undr)Ih erl nitera4;o'o' tidrl toth s - FINAL RECEIVED1 S.T. 38' 38' v�' volatiorto�Sectton.72b9o�Na(4�rk' 2 L.P. 48.5' 63 Stye ducaorlaw �ff11� •�l�j + \ SURVEY Cones�if>H1sSunfey.riQp na the nd 1 3 L.P. 44' 3z' su veyQr S` sed X51 apd sigpatusfwll LM: FINAL DEC 10 2021 S.T. = SEPTIC TANK not beco11t1 � (o�'e�nk�nt alidcopy © 2021 BBV PC Date Scale Project 4 Sheet No. VIEW: FINAL L.P. = LEACHING POOL tt OCTOBER 6,2021 1"= 20' A200843 � oT OFFICE OF VVASTIrWATER FtfGT. I ORLK I A U' ll AVVFUL DAT B.P.11; I—DI .�' PLACi�RDING REQU[PtfZ� CF, E FEE: AUUT GERTIIR BY: OTIF BWL.D1N(.:,! AT SCTM# 1000-115-09-01 FS-18{i2 F,A A,,,11 TO TO 4M,,i 'OR `- '!,: OF- OCCUPANG I OLLOWING INSPECT10,11,3: DRAWING ISSUE DATES PROPERTY 2320 NEW SUFFOLK AVE. FOUNDATION F,,,L:01I Dgineer 9/7/17 NEW SUFFOLK AVENUE ADDRESS MATTITUCK NY 11952 FOR POURED C(.,,NCR,77E Client Meeting fjOing 11/13/17 S 710 5912011 W ZONING R40 ROUGH - FRAIING Pricing 4/16/18 INSULATION Health Department 6/6/18 WATER MAIN ALLOWABLE- 35' R TION U'U''Aeafth DeDartment(Revised) 7/19/18 159-30' S 77 0 431 20" E 63.35 BUILDING HEIGHT ACTUAL-26' FINAL - CONSTRUC BE CON11PLETE - - C.O. Rey.Prlclng(Bath#2) 4/23/20 LL CONSTRUCTION _I A ILL. P111*drnrIit��-et 6/22/20 - - ODEffri1EQUIREMENTS OFTIlEChU� on Set ELEV COMPLIES WITH 2018 IECC (ORK STATE. NOT RESPONS111E FOR ENERGY CODE )ESIGN OR CONSTRUCTION I!RIEV196N DATES 22.7' Q� CONC SIDEWALK 157.18 HAYBALES TO REMAIN DURING ELEV CONSTRUCTION,TYP. 24.0' LOT COVERAGE LOT SIZE- 45,269.39 sf EE EXISTING DRIVEWAY TO BE 60 1 CONCRETE WASHOUT AREA NOTES: RETN�I! STORM %NATER RU PURSUANT TO CHAPTER 236 USED AS CONSTRUCTION EXISTING OVERHEAD ELECTRIC LINE ENTRANCE AND SITE ACCESS p.� Allowable Lot Coverage-20% ALTERNATE 1 (45,269.39 sf)X(.2) OF THE TOWN CODE. C) z < 0 UJ: 1. THE LOCATION OF WELLS AND CESSPOOLS SHOWN ARE FROM 9,054 sf CN FIELD OBSERVATIONS AND/OR DATA OBTAINED BY OTHERS �V I \ NEW UNDERGROUND SERVICE I P: -1 0) u). SCTM # 1000- 115.-09-01 10 FROM POLE TO BASEMENT <1 2. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN EXISTING LOT COVERAGE ':D Apo - AND REMOVED IN ACCORDANCE WITH S.C.D.H.S.STANDARDS. Existing Dwelling1,965 sf Z J,Q I Existing Garage- 408 sf PSOIL STOCKPILE AREA En LC 151 U 1 3.ELEVATIONS ARE REFERENCED TO N.A.V.D.1988 DATUM,VERIFIED Existing Shed- 50 sf Ir_rtT,"_AL,r,. % X BY N.CORWIN LS ON 7/12/18. TOTAL 2,433 sf LU 0 1, (5.3%) (P EXISTING PROPOSED LOT COVERAGE �A Existing Dwelling 24802 D Q I \ I ; COVERED PORCH To Remain- 1,487 sf TF v II OF N Existing Garage- 408 sf PLUMBING EXISTING Existing Shed- 50 Sf TWO STORY STRUCTURE ALL PLUMBING WASTEI Proposed Items- Proposed Additions- 581 sf &WATER LINES NEFIDI 1-7 TESTING BEFORE COVERING Proposed Covered Porch- 36 sf Proposed Screened Porch- 241 sf EXISTING ONE STORY STRUCTURE Proposed Wood Deck- 217 sf TOTAL- 3,020sf d Lr) Q M (6.7%) Drawing Legend: �/ I SITE PLAN INFORMATION BASED ON SURVEY DATED JUNE 13,1997 All exterior lighting Wall To Be Removed BY NATHAN TAFT CORWIN 111, LAND SURVEYOR NYS LICENSE#50467 III installed,replaced 0 Wall To Remain /EXIST.RESIDE/NCE repaired shall confona /FF EL.251-2-/ PROPOSED New Wall to Chapter 172 WOOD DECK LU COVi PLY WITH ALL CODES OF of the Town Code ew Foundation Wall ,,I / : —PROPOSED NEW YORK STATE & TOWN CODES -------- Lines Above SCREENED PORCH (z) 4_2� e an AS REQUIRED AND CONDn"1107WOF Lines Below ------------ "� 4 / Q) i' Plan 0 Scale I eM 0 --------- Guidelines j SOURMHOX0 LAN1%TG BOARD Fence SILT FENCE S OtiT I TRUSTEES Door Tag EXISTING DRIVEWAY I . Y.S.DEC TO REMAIN:. __ -�.,�� / Window Tag Zt101 EXISTING ONE STORY STRUCTURE r% I PLI&BEF1 Cf-p Section X, PROPOSED .71FICA TION Sheet A-XXX ON CONTENT BEFORE' COVERED PORCH / I J (N 7""-ICA TE OF OCCUPA NC y rx--, r-1 EXISTING ELECTRIC Cc Detail Tag LDER USED IN WA %or L PROPOSED L6 z rz TER TWO STORY ADDITION SYSTEM CANAIOT Elevation Tag EXISTING / I,I I,, % I I " C) 'E�XCEL_D 2110 OF 1% L EA D. PROPOSED : 1�;, //,�" I 1 0 RAGE -2' LINE�F ONESTORYADDITI N 11111, EXI S/l N (z) U_ no lumbin ----- ------ G CONSTRUCTION ROOF DRAINAGE CALCULATIONS TO �E REMOVED X�x Interior Elevation Tag PROPOSED C) OUTDOOR SHOWER PROPOS BASEMENT ACCESS AREAWAY x w/BILL DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED DRAINAGE PROVIDED MIN. 81 MIN MAIN HOUSE ROOF-2,660sf PROPOSED- PROPOSED SEPTIC TANK-,5 13�RES (existing+pro 60sf x 1 x.167 444cf posed) 2,6 —MIN TANK CAPACITY-1500 G LLONS EXPANSION POOL .......... 1501 MIN LIQUID SURF AREA-40 -011 EXISTING— 0-7 8' IN 8' IN 8'DIA X 5' EFFECTIVE DEPTH/ TOTAL 444cf/42,2 10 LF 5'DEEP X 8'DIA.=4 LF�Dw- CESSPOOL TO BE REM+D- LINE TO SEPTIC SYSTEM 1 5'DEEP X 8'DIA.=5 LF DW- PROPER NOTES 1&2 1 I 0 NOTES: 0 "--J—TEST HOLE LOCATION N 1) 100%COEFFICIENT OF RUNOFF CALCULATED 2)2"RAINFALL CONSIDERED O EXISTING 0A_ a r c h i t e c t CY) CESSPOOL TO BE REMOVED- 0 0 NOTES 1&2 PROPOSED LEACHING POOLS 0 400 SF SIDEWALL AREA T-i (y) EXISTING GRADE 7-1 2 POOLS-8'DEEP,8' DIA SHED 0 _4 260 H O R T O N S LANE -no plumbing PRECAST TRAFFIC BEARING POST OFFICE BOX 1600 PROPERTY LINE CONCRETE DOME OR SLAB TOP ELEV =1111=1111= = IIIN- 111 SOUTHOLD , NY 1 1 9 7 1 ELEV W 91.78' 24.8' 1111=1111 I FOUNDATION NOTES: FRAMING NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 DRAWING ISSUE DATESTHE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO Engineer 9/7/17 ICE SHIELD UNDERLAYMENT BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Client Meeting GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDE Pricing 11/13/17 WIND SPEED(MPH) REQUIRED 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. WOOD FRAMING Pricing 4/16/18 Health Department 6/6/18 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 2-ALL REBAR ASTM A-615 GRADE 60. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM Health Department(Revised) 7/19/18 SPECIFICATIONS: Rev.Pricing(Bath#2) 4/23/20 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE FB=900 PSI Permit Set 6/22/20 INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FV=180 PSI FC PERP=625 PSI Construction Set 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" E= 1,600,000 PSI GENERAL NOTES BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH REVISION DATES -- _----- WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: GIRDER AS SPECIFIED 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN FB=2,900 PSI ACCORDANCE WITH THE NEW YORK STATE UNIFORM 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. FV=290 PSI BLOCKING PER - BUILDING CODE,AND THE NEW YORK STATE ENERGY FC PERP=650 PSI MANUFACTURES SPEC. CONSERVATION CODE,AND LOCAL AUTHORITIES. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS E=2,000,000 PSI '. JOIST AS SPECIFIED '' e RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. I' I 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: METAL HANGER PER e (1)CS 18 METAL 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING MANUFACTURES SPEC. STRAP PER STUD w/ 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. FB=2,800 PSI SI ST D / METAL STRAP PER a (9)8D COMMON VERIFIED TI CONTRACTOR(S)PRIOR TO START OF FV=2908-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. C PERP=740 PSI STUD w/(9)8D COMMON NAILS PER END CONSTRUCTION AND ORDERING OF MATERIALS. THIS E=2,100,000 PSI ,�ERED A NAILS PER 12" END LENGTH e FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. �-4 L K Typical,Joist Hanger LESS THAN PA CONTRACTOR SHALL VERIFY THAT 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM 4/ g THESE CONDITIONS ARE MET. ALL FILL BENEATH 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. SPECIFICATIONS: Not To Scale CONCRETE SLABS TO BE COMPACTED TO 95% 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO FB=3,000 PSI 5/8"ANCHOR BOLTS RELATIVE DENSITY. BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. FV=300 PSI w/0.229"x3"x3" FC PERP=850 PSI ; BEARING PLATES, 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH E=2,100,000 PSI 9�� 02 (TYP.) 3. PROVIDE FLASHING AT ALL ROOF BREAKS, NO.5 REBAR DOWELS. C!F NES y CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING RAFTER AND DECKS ETC.. SUGGESTED UNDERPINNING PROCEDURES: MINIMUM SPECIFICATIONS: FB=975 PSI CONC.WALL (1)SIMPSON H2A STRAP PER 4. DO NOT SCALE DRAWINGS. A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. FV=175 PSI FC PERP=565 PSI RAFTER w/(10)8d NAILS B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING E= 1,600,000 PSI 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- FOOTING. INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. - TOP PLATES ENGINEER ARE NOT RESPONSIBLE FOR THE 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE ' NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. STUD WALL THIS CONSTRUCTION PROJECT. FEDERAL, STATE INSPECTION,SUPERVISION,OR ADMINISTRATION OF C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF Drawing Legend: 5/8"ANCHOR BOLT THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE 4'0.C.(TYPICAL) AND LOCAL ZONING AND BUILDING CODE COMPLIANCE FLOOR AS NECESSARY. 7.ALL STRAPS,CONNECTORS, PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS - - - - - - - - Wall To Be Removed 12" FROM CORNERS First Floor & Sill Anchors SHALL BE THE RESPONSIBILITY OF THE STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON Wall To Remain 2 Rafter/Plate/Stud Connection 'a w/0.229"x3"x3" 7 Not To Scale CONTRACTOR. D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN Not To Scale BEARING PLATES, BETWEEN SECTIONS.ALLOW 7 DAYS CURING. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. New Wall ° (TYP.) 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN - New Foundation Wall FACILITATE CONSTRUCTION AND SHALL NOT BE APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR CONSTRUED ASA CONTRACT BETWEEN BUILDER AND -------- Lines Above G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE JOISTS(6"O.C. EDGES AND 12"O.C. FIELD). OWNER. MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------------• Lines Below 9.ALL WALL SHEATHING IS TO BE 5/8 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED 7. THIS STRUCTURE HAS BEEN DESIGNED IN 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL PER DETAIL J. -•.•.•- - Guidelines ACCORDANCE WITH THE NEW YORK STATE ENERGY FOR THREE FEET FROM NEW WALL. - - - - Fence Header & Post Tie Downs CONSERVATION CODE. 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH WALL STUD AS SPANS EXCEEDING 8'. 101 6 Not To Scale 8. CONTRACTOR SHALL OBTAIN ALL PERMITS 8EOTH.FDTN WALL- #5 REBAR @ 48"O.C. EACH WAY. 11/4"CLOEAR TO INSIDE FACE OF WALL. Door Tag 9'-0"H.FDTN.WALL-#5 REBAR @ 48"O.C. 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 10'-0"H.FDTN.WALL-#6 REBAR @ 48"O.C. z 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 101 Window Tag 14-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED FLOOR JOIST 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED x- Nail Sizes OTHERWISE. Section X, w _ Joint Description (common nails U.O.N� Nail Spacing Sheet A-XXX v --- - ---- -- - -- FRAMING 14 ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON ROOF FRAMING i- 3"No.8 SCREWS 12"O.C. TYPE 304 OR 316 STAINLESS STEEL. x1\ r-71 Detail Tag Rafter to Top Plate(Toe-nailed) 3-8d per rafter LIGHT WOOD-FRAME WALL I WALL STUD Ceiling Joist to Top Plate(Toe nailed) 3-8d per joist �' 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap j x_ (1)CS18 METAL Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 7=7 WASHER(TYP.) AXXX Elevation Tag STRAP PER STUD Collar Tie to Rafter(Face-nailed) 2-8d per tie w/(9)8D COMMON 4'0" �I4'-0" 4'-0" 4'-0" Blocking to Rafter(Toe-nailed) 2-8d each end I `�1/2"PLYWOOD NAILS PER END 'I Rim Board to Rafter(End-nailed) 2-16d each end x xxx x Interior Elevation Tag q 3 2 3 3 2 3 WALL FRAMING GLASS --11 x Stud Straps @Second Floor Box `r Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot 3 Not To Scale Top Plates at Intersections(Face-nailed) 4- 16d joints-each side Stud to Stud (Face-nailed) 2- 16d 24"o.c. PLASTIC-COATED Header to Header(Face-nailed) 16d 16"o.c.along edges PERMANENT WOOD SCREW GLASS ANCHORS Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud 1/2"PLYWOOD ---CARRIAGE BOLTS 2 1 2 2 1 2 2-16d per 2x6 stud SEE SECTIONS FOR SIZES 2- 16d per 2x8 stud FRAMING SEE r� .. .i � i &QUANTITIES 1,2 -- DEA IL Bottom Plate to Floor Joist,Bandjoist,Endjoist or 2-16d per foot e (2)2X GIRDER Blocking(Face-nailed) M E R Y L K R A M E R ct=_ FLOOR FRAMING i--WASHER(TYP.) a r c h i t e c t WOOD POST o 3 2 3 3 2 3 Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist PLYWOOD OPENINGS Bridging to Joist(Toe-nailed) 1 2-8d each end PROTECTION;THICKNESS `t \-3"No.8 SCREWS 12"O.C. DEPENDS ON WINDOW OPENING • POST ANCHOR Blocking to Joist(Toe-nailed) 2-8d each end WIDTH(1) Gable Roof Plan: 7 to 45 degrees Blocking to Sill or Top Plate (Toe-nailed) 3-16d each block DETAIL A-TYPICAL ATTACHMENT OF 2 6 0 H O R T O NS L A N E Ledger Strip to Beam (Face-nailed) 3-16d each joist PLYWOOD OPENINGS PROTECTION TO NOTE: IN LIEU OF SCREWS,LUGS WOOD-FRAME BUILDING WITH NUTS AND WASHERS MAY POST OFFICE BOX 1 6 0 0 CONCRETE PIER Joist on Ledger to Beam(Toe nailed) 3-8d per joist BE USED 4, '_ " 4, Band Joist to Joist(End-nailed) 3-16d 1 per joist S O U T H O L D , N Y 1 1 9 7 1 Band Joist to Sill or Top Plate(Toe-nailed) 2-16dper foot ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD 6 3 1 - 4 7 7 - 8 7 3 6 2 3 ROOF SHE 2 ATHING m 4 Deck Railing/Post Anchor 0 3� --- ---- FRAMED BUILDINGS m k a r c h i t e c t . c o Not To Scale Structural Panels 8d SEE NAILING SCHEDULE Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d 4"Vent Thru Roof CS18 METAL STRAPS per support ROOF 1"x 10"or wider 3-8d per support w/(9)8D COMMON NAILS PER 12"END 2 1 1 2 LENGTH CEILING SHEATHING RAFTER Gypsum Wallboard 5d 7"edge ----T- Erwin Residence /10"field �__ --�-- -T-_-_ BLOCKING ---- --- ----- i I 4 WALL SHEATHING 1 1/2 1 1/241 2" I I 1 1/2" 111/2" 12" 2320 NEW SUFFOLK AVE. RIDGE BEAM Structural Panels 8d (see detail J) I 1 1 I 1 MATTITUCK NY 11952 3 2 2 3 Fiberboard Panels w e i LAV. LAV. i w e LAV. 7/ 16 6d 3 edge/6 field I SCTM# 1000-115-09-01 Rafter Straps Gable Roof Plan: 0 to 7 degrees 25/32" 8d 3"edge/6"field 2ND FLOOR rue " 3" 2° C.O. 5 Not To Scale Gypsum Wallboard 5d 7"edge/ 10"field C.O. 3' i 1/22' 2" Hardboard 8d (see table 3.9) 1 1/z' 3" Particleboard Panels 8d (see table 3.9) BATH#2 BATH#3 ROOF SHEATHING NAILING SCHEDULE Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support _- - 2" Zone 1 Zone 2 Zone 3 1"x 10"or wider 3-8d per support 2'_T__--,--- --f-- -T"- ------ --------- _ _ T - Code Requirements FLOOR SHEATHING 2. 11112"1 2"I 2" 1 1/2"1 2" 1 4" 1 1 1/2" 1 1 1/2" 11 1/2" (2" 11 1/2" -4"MAIN WASTE LINE FIELD 12"O.C. 4"O.C. 3"O.C. Structural Panels I 1 1 1 I I SLOPE 1/4"PER.FT. LAV. LAV. I I SINK SINK Scale: Noted EDGE 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/ 12"field I greater than 1" 10d 6"edge/6"field w•c• I W I w.c. DW All Drawings Printed on 13x19 Diagonal Board Sheathing TUB SHO ER SHOWER r-•--------11 F.A.I. Scale is 50%Noted Scale ALL 1/2" EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED 1 ST FLOOR (PER DETAIL J) 1"x 6"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support 2„ 2"C.O. 1 1/2" 2" 1 1/2" 3" 11/2" 3" 2" CONNECT TO FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO MASTER LAUNDRY BATH#1 KITCHEN APPROVED "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall BATH ROOM SANITARY SYSTEM A-001 STATE CODE BOOK. sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing BASEMENT HOUSE requirements for structural members shall be doubled,or alternate connectors,such as shear plates TRAP shall be used to maintain the load path. 8 Simplified Roof Sheathing Nailing Schedule Not To ScalePLUMBING RISER DIAGRAM © 2020 Meryl Kramer Architect 1 All Rights Reserved ca e: i OR PROVIDE DRAWING ISSUE DATES CORNER DOWELS "'o-`' Engineer 9/7/17 Client Meeting Pricing 11/13/17 a a. Pricing 4/16/18 Health Department 6/6/18 CD z 0 z Health Deaartment(Revised) 7/19/18 a- FOUNDATION WALL a s Rev.Pricing(Bath#2) 4/23/20 o W o W N r PIPE SLEEVE,12"MAX.DIA. Permit Set 6/22/20 Construction Set #4,4'-0"LONG,EACH FACE, EACH SIDE OF OPENING,TYP. REVISION DATES 4 LAP SPLICE is TYP. __.___—_____—____ BOTTOM REINFORCING BARS IN FOUNDATION WALL o oY 1'-6" � x S�ERE�AR 4"DIA.PERFORATED PVC FOUNDATION DRAIN (PERFORATIONS PLACED DOWN)IN CRUSHED STONE WRAPPED WITH NON-WOVEN FILTER ———————————— —--—--—-- FABRIC(MIRAFI 140N OR EQUIVALENT)WITH 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS AT CORNERS AND EVERY 50'MAX. COORDINATE zN to WITH SITE DRAWINGS. 0 CD OIL MAINTAIN INVERT BELOW LA SPLICE `" z 9�� 024802 Q" BASEMENT SLAB ELEV. —————————— _ OF NO y 11-0 2'-0' 1 z o MINIMUM L 1— DOWEL WITH STD.HOOK, cn N MATCH SIZE AND SPACING 12"x12"MAX.OPENING w OF HORIZ.REINFORCING LAP SPLICE "' U) #4,4'-0"LONG,EACH FACE, REINF.TO MATCH LONGITUDINAL FOOTING REINFORCING o ADD(2)VERTICAL BARS, EACH SIDE OF OPENING,TYP. FOOTING REINFORCING 1'0" F v � SAME SIZE AS TYP.VERT. 0 LU REINFORCING AT WALL ENDS #4,1'-6"LONG,EACH FACE, Z Uj EACH CORNER OF OPENING,TYP. Drawing Legend: 0 LL Wall To Be Removed TYPICAL FOOTING DRAIN TYPICAL FOOTING STEPC TYPICAL WALL CORNER, INTERSECTION AND END DETAILS TYPIC AL SMALL WALL OPENINGS Wall To Remain ' A NO SCALE B NO SCALE NO SCALE New Wall New Foundation Wali -------- Lines Above SHIM EACH SIDE OF BEAM(OR POST) AS NEEDED TOMAKE SIDES OF BEAM ------------ Lines Below AND POST FLUSH FOR DTT1Z CONN. —--•—--•—• Guidelines SOLID SHIM EACH SIDE FASTEN EACH SHIM WITH(6)10d OF BEAM COMMON NAILS. — — — —• Fence MINIMUM(1)KING STUD PER 5'OPENING WALL TOP PLATES BEAM,SEE PLAN 101 Door Tag WIDTH,UNLESS NOTED OTHERWISE WALL TOP PLATES 6x6-W2.9xW2.9 101 Window Tag WELDED WIRE FABRIC m SIMPSON CS18 STRAP-TIE x 10 MIL.POLY VAPOR RETARDER AT EXTERIOR WALLS AND Section X, 0 SHEAR WALLS,ON TOP OR Sheet A-XXX EDGE OF WALL PLATES,W/ II x—x—x—x x—x—x—xx a o. (9)8d COMMON NAILS PER ^x 17-1 RIGID INSULATION, 12"END LENGTH le Y) �L ( Detail Tag SEE ARCHITECTURAL �vv z CRUSHED STONE x Elevation Ta � (1)CS18 STRAP-TIE PER JACK STUD, (1)DTT1Z EACH SIDE OF Axx g co DRAINAGE LAYER WITH(9)8d COMMON NAILS PER END BEAM AND EACH POST, AND 12"END LENGTHWITH g"0 THREADED ROD � o ° (TOTAL OF 4 DTT1Z AND X`\/ x Interior Elevation Tag UNDISTURBED EXISTING BEAM,SEE PLAN 2 THREADED RODS) SUBGRADE BUILT-UP 2x POST BENEATH x (3)2.13A"GRK RSS SCREWS THROUGH FULL WIDTH OF BEAM, HEADER,SEE PLAN,INSULATE KING STUD INTO EACH SIDE OF BEAM U.N.O.ON PLAN wI SIMPSON CS18 STRAP TIE ON BETWEEN PLIES 0 INTERIOR FACE OF WALL,(9)8d KING STUD EACH SIDE OF BEAM x z NOTES: 2x CONTINUOUS PLATE TOP AND 15 COMMON NAILS PER END,12"END 1. MESH LAPS MUST BE TIED SECURELY. LAP AT LEAST(2)MESH PANELS(1'•0"MIN). BOTTOM OF HEADER JACK STUDS BENEATH FULL WIDTH 0 LU w LENGTH,TYP. 2. WHERE REQUIRED,LOCATE UNDERSLAB DRAINAGE IN COMPACTED CRUSHED STONE OF BEAM,U.N.O,ON PLAN z CD FASTEN SHEATHING TO HEADER MINIMUM(1)JACK STUD PER 5'OPENING z DRAINAGE LAYER. WIDTH,UNLESS NOTED OTHERWISE ITH dCOMMON 3 GR DPATNAILS EN AS SHOWN,TYP. ._.-_.. o ° ° ° ° FASTEN TOP PLATE TO BOTTOM M E R Y L K R A M E R OF HEADER WITH(2)ROWS OF 16d SINKER NAILS AT 3"oc,TYP. a r c h i t e c t ° -t�t- - ° - - - 4"MIN.APA RATED RATED TYPICAL INTERIOR SLAB-ON-GRADE SECTION TYPICAL WOOD HEADER IN WALL TYPICAL BEAM BEARING IN WALL SHEATHING ON EXTERIOR FACE O—NO SCALE OF NO SCALE NJO SCALE i° o °i OF FRAMING,FASTEN TO ALL I° 1 WALL FRAMING WITH 8d COMMON 260 H O R T O N S LANE NAILS AT Toc,TYP. POST OFFICE BOX 1600 1°I 1 I I° SOUTHOLD , NY 1 1 97 1 °I l'-4"MIN. I I°I° qW 1°I 1'-4"MIN. qi°I 6 3 1 - 4 7 7 - 8 7 3 6 II II II II • °I°i i°i° °i°i i°I° m k a r c h i t e c t c o m °II °I N I°II° I°I°I I i i, (2)2x6 CONTINUOUS,TYP. I° I°I I I I I •' • I I I I °I°I II°I° °I°I 1°1° I ,I°r- o'1 I°1 _° I I --- ----- I I°_ __°__°_ °I°I 1°1° °I°I 11 H. +!I I 11° IF HORIZONTAL PANEL JOINT IS No +! i°i° NEEDED,SPLICE EDGES OVER Erwin Residence 2x4 BLOCKING AT PANEL EDGES °I°I I I° °I°I I°I° CENTER OF 2x4 BLOCKING 16dCOMMON NAILS ATI2"oc, °l°i i°i° +i i°i° ORIENTED FLAT AGAINST STAGGERED,TYP. °I°i i°i° °i°i i°i° SHEATHING,WITHIN 24"OF 2320 NEW SUFFOLK AVE. WALL STUDS,SEE PLAN i°I I I I I i, MID-HEIGHT,TYP. (6)16dCOMMONNAILSEACHSIDE I I°I° °I°I MATTITUCK NY 11952 OF TOP AND BOTTOM SPLICE,TYP. °1°i i°i° °i°i °1°i i°i° +i i°1° HDU4-SDS2.5 HOLD DOWN,DRILL SCTM# 1000-115-09-01 1 I I °1 AND SET INTO TOP OF FOUNDATION WALL PLATES ,i, of i. °i, ,i, i i, ,iWALL WITH HILTI HY200 ADHESIVE WALL STUD,TYP. 4 16d COMMON NAILS °1° t 1 1 I SYSTEM AND 8"EMBEDMENT,TYP. PANEL EDGE FASTENING, ( ) t i °I° °I° t i °I° 8d COMMON NAILS AT 3"oc CENTER TOP AND BOTTOM EACH SIDE AT CORNERS, °L TYP. PANEL INTERMEDIATE FASTENING, 8d COMMON NAILS AT 6"oc - • ° d i ° ° ° IJ ° ° 11 ° ° ° l ° PT(2)2x6 SILL PLATE PLATE SPLICES OVER STUDS,TYP. WALL SHEATHING,SEE PLAN, I I LONG DIRECTION PERP.TO FASTEN SHEATHING TO EX.RIM JOIST WITH COMMON NAILS IN FRAMING, Framing Deta i Is • ENDS STAGGERED " 11 I I 11 I I A 3 GRID PATTERN AS SHOWN n I I I I I I u u u u BUILDING CORNER,TYP. All Drawings Printed on 13x19 Scale is 50%Noted Scale TYPICAL WALL SHEATHING LAYOUT AND FASTENING TYPICAL TOP PLATE LAP SPLICE PORTAL FRAME DETAIL A-002 NO SCALE K NO SCALE H NO SCALE © 2020 Meryl Kramer Architect All Rights Reserved I DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 RIM JOIST NOT SHOWN FOR CLARITY RIM JOIST NOT SHOWN FOR CLARITY Health Deaartment(Revised) 7/19/18 (WHERE APPLICABLE) (WHERE APPLICABLE) Rev.Pricing(Bath#2) 4/23/20 POST,SEE PLAN Permit Set 6/22/20 Construction Set HOLD DOWN,SEE PLAN REVISION DATES POST,SEE PLAN o 0 HOLD DOWN,SEE PLAN a O ANCHOR ROD(ASTM A36) • SOLID BLOCKING IN FLOOR THROUGH J"O HOLE IN LVL BEAM SPACE,MATCH SIZE OF POST o e"x3x3f fBEARING PLATE �"O ANCHOR ROD ASTM A36 o a ( ) E EDR FOUNDATION WALL ��5� L K A F II DRILL AND SET ANCHOR ROD INTO n TOP OF FOUNDATION WALL WITH I U HILTI HY200 ADHESIVE SYSTEM OR r LVL BEAM,SEE PLAN EQUIVALENT,6"EMBEDMENT, ' II LVL BEAM,SEE PLAN MAINTAIN 3"MIN.TO EDGE OF CONCRETE '9� 24302 Q- NE II F F �y I I EE, g-0 ANCHOR ROD(ASTM A36)THROUGH u FOUNDATION WALL J"O HOLE IN LVL BEAM DRILL AND SET ANCHOR ROD INTO TOP OF FOUNDATION WALL WITH $"x3 "x3 "BEARING PLATE HILTI HY200 ADHESIVE SYSTEM OR EQUIVALENT,6"EMBEDMENT, MAINTAIN 3"MIN.TO EDGE OF CONCRETE Drawing Legend: Wall To Be Removed Wall To Remain TYPICAL HOLD DOWN DETAIL R TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL New Wall � NO SCALE Ivi NO SCALE N NO SCALE e New Foundation Wall -------- Lines Above ------------ Lines Below ---•—•— — Guidelines — — — — Fence 101 Door Tag 101 Window Tag nxxx —, Section X, WINDO"W SCHEDULE Sheet A-XXX x GLASS xX � Detail Tag NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT LASS &SION HARDWARE REMARKS DIVIW A 14 Weather Shield 3052 Double Hung (Ext)-White (Int)-White 310" 51211 SDL- LOW E2 White V.I.F. TO MATCH EXISTING x Elevation Tag B 1 Weather Shield 5020 Awning (Ext)-White (Int)-White 51011 21011 SDL- LOW E2 White x xxx x Interior Elevation Tag C 1 Weather Shield 7305 Fixed Glass (Ext)-White (Int)-White 214n 21411 SDL- LOW E2 White CIRCLE x E 3 Weather Shield 2846 Double Hung (Ext)-White (Int)-White 21811 41611 SDL- LOW E2 White Z 2 Duo-Corp P-N-P Hopper (E)t)-White (Int)-White 21811 210" EXTERIOR DOOR SCHEDULE -.r M ERYL K K R A M E R NOMINAL SIZE OPENINGS a r c h i t e c t NO. MANUFACTURER MODEL NO. TYPE FINISH WIDTH HEIGHT RO Width RO Hei ht Thickness HARDWARE REMARKS 1 Weather Shield Model 8715 9372 Slider (Ext)-White (Int)-White 9'1 3/4" 7'2 1/2" 1 3/4" Oil Rubbed Bronze 2 6 0 HORTONS LANE 1 Weather Shield Model 8715 9372 Slider (Ext)-White (Int)-White 9'2 1/2" 7'2 1/2" 1 3/4" Oil Rubbed Bronze POST OFFICE BOX 1600 SOUTHOLD , NY 1 1971 2 Weather Shield Model 8510 2772 Swing Simple Ext)-White (Int)-White 27 1/8" 72 1/2" 1 3/4" Oil Rubbed Bronze 1 6 3 1 - 4 7 7 - 8 7 3 6 3 Simpson Model 37944 Dutch iSwingSimple (Ext)-White Int -White 312" 7'2 1/2" 1 3/4" Oil Rubbed Bronze m k a r c h i t e c t . c o m INTERIORDOOR SCHEDULE NOMINAL SIZE OPENINGS CONTRACTOR TO VERIFY INTERIOR DOORS -- — NO. MANUFACTURER MODEL NO. TYPE FINISH WIDTH HEIGHT RO Width RO Height Thickness HARDWARE REMARKS MATCH EXISTING Erwin Residence 2320 NEW SUFFOLK AVE. 101 TruStile TS4140 Cased Opening Painted - White 5'0" 710" 1 3/4" To Match ExistingMATTITUCK NY 11952 102 TruStile TS4140 Swing Simple Painted - White 216" 710" 1 3/4" To Match Existina SCTM# 1000-115-09-01 103 TruStile TS4140 Swing Simple Painted - White 210" 710" 1 3/4" To Match Existin 104 TruStile TS4140 Pocket Bi-part Painted - White 510" 710" 1 3/4" To Match Existin 105 TruStile TS4140 Pocket Simple Painted - White 3'0" 70" 1 3/4" To Match Existing 106 TruStile TS4140 Swing Bi-part Painted - White 410" 710" 1 3/4" To Match ExistingFraming Details 107 ITruStile TS4140 Swing Simple Painted - White 2'6" 710" 1 3/4" To Match Existinq & Window/Door 108 TruStile TS4140 Swing Simple Painted - White 2'6" 710" 1 3/4" To Match Existing Schedule nted on 109 TruStile TS4140 SwingSimple Painted - White 216" 7'0" 1 3/4" To Match ExistingAllScaleisg50%I Noted Scale 13x19 201 TruStile TS4140 Swing Simple Painted - White 216" 710" 1 3/4" To Match Existing 202 TruStile TS4140 Swina Simple Painted - White 214" 710" 1 3/4" To Match Existing 203 TruStile TS4140 Cased Opening 218" 710" 1 3/4" To Match Existing A-003204 TruStile TS4140 Swin Sim le Painted - White 2'6" 7'0" 1 3/4" To Match Existin 205 ITruStile TS4140 Swing Bi-part Painted - White 410" 710" 1 3/4" To Match Existing 206 ITruStile TS4140 Swing Simple Painted - White 2'8" 7'0" 1 3/4" To Match Existing © 2020 Meryl Kramer Architect All Rights Reserved 1 DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting EXISTING Pricing 11/13/17 FOUNDATION WALL Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 Permit Set 6/22/20 Construction Set TYPICAL DECK PIER REVISION DATES NEW 6x6 P.T. POST w/PC6Z CAP 7'-8" SET ON 10"SONOTUBE w/(2)#4 VERTICAL DOWELS, ON BIGFOOT BF24 FOOTING 36"MIN. BELOW GRADE line of deck above --------------------�- 1 ED AA?o EXIST 10 AC 2Q xO.C."6 1 @ J DI 2x12 P.T.STRINGER �� �¢�(L K MAIN HOUSE ° {� ,( � @ 24 O.C.,TYP. CRAWL SPACE SLOPE 1/8"PER FOOT $ 0 UJI 9TF 4soZ yp ©FNE`N - w I I i -i � O' o / N \ I 7 EXISTING TI I ° / I I I 1 � DUTCH SHELF �1 ir w I ---�----� Q Q I I N DEMOLISH 1 ' C7 I � o Drawing Legend Wall To Be Removed m EXISTING STAIR I GAS BOILER I a ' c oo : = = = = = = - I o� I - 00 Wall To Remain EXISTING RUBBLE CLOSE EXISTING OPENING---t-\ ' r-=---= FOUNDATION WALLS w/CMU BLOCK New Wall I I ' / .. New Foundation Wall line of ' ; ------- deck abov�- _ - - -_= Lines Above_-�_ __ - -- _ — — — Lines Below ELEC. PANEL Guidelines . SECURE NEW FOUNDATION WH --- -- -- WALL AND FOOTING WITH 24" LONG#5 BARS, 12"O.C. , i --- -- -- -----•—•--•• Fence 101 Door Tag VERTICAL. DOWEL INTO EXISTING FOUNDATION AND H I I 1 EXIST.CRAWL -a-- ----0-- - --- ; o EPDXY IN PLACE,(TYP.) — J I � SPACE 2x12 P.T.STRINGER 101 Window Tag COVERED PORCH SUPPORTING PIER GAS NEW 6x6 P.T. POST w/PC6Z CAP METER 2x10 ACQ DJ @ 16"O.C. max; C� @ 24"O.C.,TYP. I Axxx -, Section X, SET ON 12"SONOTUBE Sheet A-XXX w/(3)#4 VERTICAL DOWELS, EXISTING 3"X7"FJ @ 24"O.C. ON BIGFOOT BF28 FOOTING w o I �xx�X —� Detail Ta 36 MIN. BELOW GRADE 0 p Nc�- I o L. 'g ¢ J EXIST. FULL BASEMENT O a x W1 1 z e I Elevation Tag -- -------- 2" PC SLAB w1 p N kx�: (3� kms; ON 10 MIL POU �; w wI I VAPOR BARRIER al o \ x xxx x interior Elevation Tag 0-1 T I �I ! SCREENED PORCH SUPPORTING PIER z x o M ll`"'"';-"-''� w o o .�' i NEW 6x6 P.T. POST I o a1 o o o I -y; I _4 SET ON 12"SONOTUBE o zo w NIa o a NEW FOUNDATION SHELF7, SEW WELL z w/(3)#4 VERTICAL DOWELS, I i o > ¢ 0 0 �o t UL I HEIGHT& LOCATION T.B.D. z AQCESS ON BIGFOOT BF28 FOOTING 10 ~ Q ¢ °_' N.o 0 o N I IN FIELD w/ARCHITECT OPENING a 36" MIN. BELOW GRADE I a - m AFTER EXCAVATION I 1 1 I 2x8 ACQ DJ o' .,.: — I line (-4j;,._ _ _ _ _ _ ne of screen porch above �K+ ' = W I i 16"O.C. !..T N ------------- ---------------------- I F, •{ O 2x12 P.T.STRINGER lin�of k above NEW CRAWL SPACE I co NEW FULL BASEMENT M E R Y L K R A M E R @ 24"O.C.,TYP. - _ IN PLACE OF EXISTING CRAWL SPACE N N I a r c h i t e c t iv 2" PC SLAB 13'-0" 71-1011 W N ON 10 MIL POLY M W 2 6 0 H O R T O N v�I I POSTS FROM ABOVI ch I VAPOR BARRIER I ¢ o S LANE NC14 IPOST OFFICE BOX 1 600 ANCHOR LVL BEAM NEW(3) 13/4"x14" LVL I77 TO FOUNDATION WALL I I S O U T H O L D , N Y 1 1 9 7 1/PROVIDE CRAWL SPACE SEE DTL.(M/A003) BEAM SHELF N VENTS PER R 408.2 I I I 6 3 1 - 4 7 7 - 8 7 3 6 4" DEEP x 8"WIDE x 4 1/2"TALL NEW 230 SERIES w BEAM POCKET r+ > m k a r c h i t e c t c o m 9 1/2"TJI FLOOR JOISTS @ 16"O.C. I oro 8, 91-6,w 8" +/- 14'-1"VIF 8.. N ¢ ... U L_ - - - - - - - J T NEW 230 SERIES of �' ;�:` �: 9 1/2"TJI FLOOR JOISTS @ 16"O.C. W d 4" PC SLAB 0 I z LU Erwin Residence r o 10 MIL POLY VAPOR ~ 2320 NEW SUFFOLK AVE. o I I I � I _'':� I BARRIER LL W w MATTITUCK NY 11952 � (2) N — — — 13/4"x91/2" _ — — SCTM# 1000-115-09-01 LVL II zo 8" 4'-0" 8" Foundation Plan LINE OF EXISTING FOUNDATION--/ _ TO BE REMOVED Scale: 1/4" = 1'-0" I o0 L� — — �`- BASEMENT ACCESS AREAWAY All Drawings Printed on 13x19 w/ BILCO DOORS Scale is 50%Noted Scale 10'-2" +/-15'-5"V1 lir 25'-7" t1 1 00 1 Foundation - Basement Plan Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved 2 2 - -200 �-2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - WALL SCHEDULE I SHEATHING SHEATHING FASTENING — BOTTOM PLATE _ MARK STUDS SIDES REQ'D @ ALL _ — — FLAT ROOF BELOW PANEL PANEL BLOCKING FA RAM NGNING S - - - -- — --- - I DRAWING ISSUE DATES THICKNESS TYPE OF FASTENER EDGES FIELD PANEL EDGES BELOW t-� - - __ __._-- _ — _ WALL :{ " Engineer 9/7/17 (:. I -- -- :- - :::T - -- I { Client Meeting 2x4 APA ONE 8d 3" 12" 16d COMMON - 1 -: --:: - - -- EXIST.COVERED PORCH --. - _: - I 1 Pricing 11/13/17 @16"O.C. 5/8.. RATED SIDE COMMON 0 C O.C. YES NAILS @ 4"O.C. I- I - - - - _ ) REPLACE - - - - - REPLACE - - - - - - REPLACE - - - - NAILS ( - - - ---- -------- --- - _.. _ Pricing 4/16/18 _ r:: r Pri r - - - - - - - O O O 8d -- -- __. ._ - i } Health Department 6/6/18 A A A I Health Department(Revised) 7/19/18 I ) --� -- _ . _ - - - EX - -- I .I I 2x6 APA ONE 3' 12" 16d COMMON I {_" I - - --� - - @16"O.C. 5/8 RATED SIDE COMMON O.C. .C. YES NAILS @ 4"O.C. Rev.Pricing(Bath#2) 4/23/20 NAILS 1 { Permit Set 6/22/20 - - -- Construction Set I I :. STRUCTURE NOTES: I I I EX I --------—= _ EXISTING YANKEE GUTTER DRAWING ISSUE DATES EXISTING FLAT ROOFS Engineer 9/7/17 Client Meeting BELOW Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 EXISTING YANKEE GUTTER I Health Department(Revised) 7/19/18 a. - 1 1 " l T a A A z Rev.Pricing(Bath#2) 4/23/20 r r T T T Permit Set 6/22/20 �. .7 A t -_I V T T l_� A _�,-� _ I i t l .l -T_, l n- + -L _j,:- F_TT, ! A. - A _ J a - COnStrUCilOn Set n ;_TT J-1 A-�- r s ..� J ..^_i r rT. k_ r-� z l 1_T 7T i �J r� A` J )_, J,- IT- �_ a a r ^-' ~�_ r T T ..__ a - -J REVISION DATES r 1 J- J-T - T - �� -_ _ T r r 1.; -_z Z T a_ 1-^ ,- A .7 T - , T- - --r-,..J I T.T C z__4 Tye-. ,- r �J�J_�1-� -,�T ,J 1. J a T n_ �_ -T 1 _ L L T'. . C � T,- J, r L � f i i I _, .l_. T _ T J A -1_ ,l f T � � 1_ z l , J._.J - i 1 J J r '--I- i L: a} J 1 A ti 1 r -r 7- T z _� A r�. trA t- .-. A � ti_ .-1 J T i, ( _TJ__ �.. .. �. 7 T . z I A.i EXISITNG ED q a 1 T a„_l _? J. (�J. I .L a J^ FLAT ROOF SER RC ( i � . _ . 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' i � � EXISTING YANKEE GUTTER , Section X, SheetAXXX r I j t Tag '�, �., I J .__J Z x Detail T y_ _SLOPE , I 1-ISLOPEi-..4 . I_.r _ �I �. J - ' 'iSLOPE X x z k r Elevation W Axxx eva ion Tag �12 /-3.25 U w + �---- '���--�_a -,�_�i -'4_�-4. �- �_! + 3.25 �._<� , / w Q x Interior Elevation Tag O O ' > -1 -_ :} t _.r NEW EPDM FLAT ROOF - - . <' - I.. F 1 l r j 1 BELOW F- F- f- 9 W RAL = w -� E -jASPHALT SHINGLES! SRADEW LU ,I LU O z z �- r- y I - Q Q } I s �- � J W �� w -� - � i It Z _,. P I I ;_. W M E R Y L K R A M E R SLOPE NEW EPDMFLAT ROOF w _ a s- _ '� Of -s - I z W BELOW - � -r '' a r c h i t e c t r � � � I I-1 � I.� S t � F- r- I- r- } t W 2 6 0 HORTONS LANE r-I � 1 SLOPE � i I POST OFFICE BOX 1600 W - 1r J -? {>.� 11 f J ' - 1 } ( SOUTHOLD NY I I97I I '` � I - z f I 4 7 7 $ 7 3 6 .a 1 m k a r c h i t e c t c o m 1 r s: ra - 1- 1 i w O SLOPE SLOPE O a z z O - - - Erwin Residence F- , x w 2320 NEW SUFFOLK AVE. U 12 12 +/ 3.25 1+-3.25 C) MATTITUCK NY 11952 i/ Q Q SCTM# 1000-115-09-01 O O F- W w NEW ARCHITECTURAL GRADE - -17 (D ASPHALT SHINGLES' O W1 11 W , y Y Y z z Roof Plan a { a Z , + '- z Scale: 1/4" = 1'-0" r All Drawings Printed on 13x19 Scale is 50%Noted Scale A- 1 03 N © 2020 Meryl Kramer Architect 2 Roof Plan Scale: 1/4" = 1'-0" AIIRightsReserved � ' ' DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 Construction Set REVISION DATES Second Floor Ceiling FASCIA/SOFFIT/FRIEZE TRIM TO MATCH EXISTING (TYP.) EXISTING ASBESTOS SHINGLE SIDING ------- REPLACED w/ NEW BEVELED LAP SIDING —NEW ARCHITECTURAL GRADE JA_ ASPHALT SHINGLES(TYP.) TO BE REMOVED COLOR T.B.S. Second Floor Sub Floor \*� Height Proposed_Mudroom Plate Height -011 ----—- JEX 8' NG 0 TO MATCH EXISTING Drawing Legend: r]"IF Fir s^r/wv/ Sub Floor u r/uur Wall To Remain 11 01-011 ' ~ - New Wall New Foundation Wall I MUDROOM ENTRANCE ------------ Lines Below COLUMNS TO MATCH EXISTING DoorTag Window Tag Section X, Sheet A-X)(X Detail Tag Elevation Tag X<�x Interior Elevation Tag EXISTING ROOF SHINGLES T0 BE REMOVED NEW ARCHITECTURAL GRADE ASPHALT SHINGLE ROOFING NEW FASCIA/SOFFIT/FRIEZE TO ALIGN w/ EXISTING (TYP.) Proposed Second Floor Plate Height a r c h it e c t TO BE REMOVED POST OFFICE BOX 1600 Proposed Second Floor Sub Floor Proposed Bedroom/Den Plate Height Proposed MudroomPlate Height 81-011 COLUMN TO MATCH EXISTING (TYP.)X 2320 NEW SUFFOLK AVE. MATTITUCK NY 11952 -------PROPOSED SCREENED PORCH SCTM# 1000-115-09-01 LL1 First Floor Sub Floor NEW 0 JTDOOR BEYOND SHOWER West & South SLOPING GRADE GRADE Elevations NEW BASEMENT ACCESS AREAWAY All Drawings Printed on 13x19 w/BILCO DOORS Scale is 50%Noted Scale STUCCO FINISH ATEXPOSED | | FOUNDATION WALLS | |-- � - - -- � — — -- - -- -- | - ^�.�.- - - - -- `-�^-` .' . ^. A-200Sout� JEJX __I 71d )_=cale. '' ' ' ~ @ 2020 Meryl Kramer Architec All Rights Reserved ' NEW MASTER BEDROOM NEW 2nd FLOOR ADDITION DRAWING ISSUE DATES Engineer 9/7/17 NEW FASCIA/SOFFIT/FRIEZE Client Meeting Pricing 11/13/17 TO ALIGN w/EXISTING Pricing 4/16/18 _- Health Department 6/6/18 Health Department(Revised) 7/19/18 NEW ARCHTECTURAL GRADE Rev.Pricing(Bath#2) 4/23/20 ASPHALT SHINGLES Permit COLOR T.B.S. e 6/22/20 Construction uction Set REVISION DATES j 17 NEW BEVELLED LAP SIDING I E E EX EXISTING ASBESTOS SHINGLE SIDING -= TO BE REMOVED z REPLACE WITH NEW BEVELLED LAP SIDING FASCIA/SOFFIT/FRIEZE TRIM — - o TO MATCH EXISTING (TYP.) r -Z H i: Z 3 nSD ARcy� -500-- NEW SCREEN PORCH` - X4.(1. Rq / 72 _ _ _ Second Floor Sub Floor Proposed Bedroom/Den Plate Height - _ _ — — _ g�_g j2�� — - - - - - - - ------ - - - - - - - - - - w 8'-101/4" / � - - - - - - — - - - - - - - - - - - �9 �� T.O. Screen Porch Drop Girder : Ex Ex OF NE°N � 8-0 - - - - - AA 44 _ — — i -Ti E-4: 1 - STUCCO FINISH AT EXPOSED FOUNDATION WALLS F .;,, Drawing Legend: First Floor Sub Floor First Floor Sub Floor --- ----- - -- - - - - - -- -- - - - - - - - - —.—._._ - - - - - - - - all To Be Removed Wall To Remain 71 POOL TERRACE Z POOL TERRACE - - - - --_-- New Wall a. CODE COMPLIANT - ,, _____________ GRADE POOL FENCE T - -�--- - - - - -�- ___---_ New Foundation Wall T �` J J NEW STEPS �- --- --- L � I � � -- — i'-} i _ Lines Above r.PADF I I ------------ Lines Below I COLUMNS TO MATCH EXISTIN —�J-1 Guidelines Fence I I I �} - - - ----*---------� sos Door Tag r i — - -—-—- - - � I I I I i 101 Window Tag I I I I I I I I -L- ----------- --- -- ------------------------------------------- I — — -- — — — --- -- --- I I I f J i i i LINE OF SWIMMING POOL _ �_ i �_ i Axxx --' Section X, J Sheet A-XXX 3 East Elevation Scale: 1/4" = 1'-0" X Detail Tag Elevation Tag x<�x Interior Elevation Tag x EXISTING ROOF SHINGLES TO BE REMOVED NEW ARCHITECTURAL GRADE ASPHALT SHINGLE ROOFING(TYP.) M E R Y L K R A M E R a r c h i t e c t EXISTING ASBESTOS SHINGLE SIDING 2 6 0 HORTONS LANE TO BE REMOVED REPLACE WITH NEW BEVELED LAP SIDING POST OFFICE BOX 1 6 0 0 A A A, EX SOUTHOLD , NY 1 1971 R LCE REPL CE RE E 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c c, m Second Floor Sub Floor 9'-81/2"- - - - - - - -- - - EX EX EX EX j EX EX Erwin Residence �i 2320 NEW SUFFOLK AVE. MATTITUCK NY 11952 I SCTM# 1000-115-09-01 First Floor Sub Floor South & West Elevations Scale. 1/4" = 1'-0" All Drawings Printed on 13x19 Scale is 50%Noted Scale 4 North Elevation A-2® 1 Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved i ' DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting ♦ Pricing 11/13/17 Pricing 4/16/18 ♦ Health Department 6/6/18 ♦ Health Department(Revised) 7/19/18 NEW STRUCTURAL RIDGE � Rev.Pricing(Bath#2) 4/23/20 � SEE PLAN FOR TYPE&SIZE i Permit Set 6/22/20 Construction Set PROVIDE SIMPSON (LRUZ) ` RAFTER HANGERS REVISION DATES_ ,. °"' __ 1t - NOTE: 11 ail k _ I I CONTRACTOR TO PROVIDE MOCK-UP ROOF RAFTERS SEE PLAN FOR TYPE& SIZESFOR APPROVAL BY ARCHITECT&OWN ER -- "\3 A- i t t�'f'1111 11,1 I1 fll - -- . - -R ED'-'qR L K "PACK OUT"BOTTOM OF RIDGE COORDINATE w/ARCHITECT IN FIELD WRAP EXPOSED RIDGE w/3/4"WOOD Ridge Detail SPECIES& FINISH T.B.S. 1" 1'-011 4802 0 F-14 1/8" REVEAL TYPICAL GABLE ROOF CONSTRUCTION Drawing Legend: -ARCHITECTURAL GRADE ASPHALT SHINGLES Wall T o c B 4'e� �iR�� � e- m ovedCOLOR T.B.D. ICE&WATER SHIELD ROOF UNDERLAYMENT Wall To Remain 3/4" PLYWOOD SHEATHING NewWall 2x10 RAFTERS @ 16"O.C. 9 1/2"OPEN CELL SPRAY INSULATION New Foundation Wal l FLAT ROOF CONSTRUCTION 5/8"PTD GWB -_______ Lines Above -WHITE EPDM WATERPROOF MEMBRANE ------------• Lines Below -3/4"PLYWOOD SHEATHING ADJUST SLOPE FOR — — — — Guidelines -2x10 RAFTERS @ 16"O.C. SECOND FLOOR WINDOW CLEARANCE TAPERED 1/4"PER FOOT Fence 12 12-9 1/2"OPEN CELL SPRAY INSULATION 5/8" PTD GWB +/-3.25 — ii o im! + 3.25 _--YANKEE GUTTER DoorTag � TO MATCH EXISTING Height — - TAPT ,, Y --W 2x_0_�R_,_0--0�__-/R-P,F._�—E_ S-- 16 - _ -- - _♦-_♦` `--� �_ ���_ ` XW0 114k1y p _ - _ _ -- -- - ---- - - DISCUSS W/ARCHITECT PRIOR TO@ COMMENCEMENT OF WORK soi Window Ta gS@ 1/4" SLOPE CIIO PER FOOT Section X,Master Bedroom Plate Height/ — — — —_ — -_---_:II11IIIII1II--.---I1-:III_1III;II1II-_-==-=_I1III1I"IIII1I-I ,-I1IIIII1II�-_--__---=--_-=---=I1I�1II--:--------II.1I11IIII-_-=--I'.1I-1I1=,-I---_--_I111I111-.--_==----=--=--''III11I,II1-._-,�1I11II1I--I11I,I11I--_I111I11II-,__---_-=_-_-_--=----I.I-1I1II=-=_--=—_III1III-1--II_I!II1_=-=-�I!I1_1I-°„=..--=--=--.-..�',I'I11I1 I�I1I-.=_1II°aIa�I1I•-aL.um.__---_'-�._°;II-.—.�aq�I,1"I”-"I'•'In"I",��I"_IIG�I,I1'III�II'r',"',-'4.°E I'=�'I�--e--`-III--IIIIIIIIIII-C--------:II--LI1I_.-1II.=E_-1II'_--A-_---:'I,1II.-I II�11R---'I1--'II1:---_-==�-I'I_-__<--I-I_I-III__N-II=-_--.-Y------E,-II!1III---:�:a--�W'I-I--'---1I1--------II.I9II-III-III------1-I--,I1--IIII/�-1-I-1II-------'I21IIId-----,.-IIII I-I II.II I2-11I-_---3--4 I„III-._--:.I---0--1II1,:t-,:-'�-'I_--'I-- i DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 Permit Set 6/22/20 Construction Set REVISION DATES I TYPICAL GABLE ROOF CONSTRUCTION -ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR T.B.D. -ICE&WATER SHIELD ROOF UNDERLAYMENT -3/4"PLYWOOD SHEATHING S��REp qhc -2x10 RAFTERS @ 16"O.C. 11 -9 1/2"OPEN CELL SPRAY INSULATION XISTING C?� �p-�1- K 12 12 5/8" PTD GWB C� +/-3.25 r— n ', +/-3.25 O G l Imo, r} NFW 2 ul „ � �\:�� X�O.ROp ' a! OF RP 1 �"I I; RA NA --- - - --- - S 6r0 - -"" - F` �x1 @ 1 ---- -- - -- 9�� 4802 \\- - - - -- I NEIN , - --- - --- , - � -- - - - - -- - Second Plate Height -- - - - -- --- - - - - - - - - +/- 18'-5 1/2" =I' I c, I1 1 TYPICAL EXTERIOR WALL CONSTRUCTION---- - MA"I-BEVELED LAP SIDING -15# BUILDING FELT '' Drawing Legend: -5/8"PLYWOOD SHEATHING _' ''! Wall To Be Removed -2x6 WD STUD @ 16"O.C. PROPOSED - IC Wall To Remain -2"CLOSED CELL SPRAY INSULATION II BEDROOM ' III 11 New Wall -R-19 BATT INSULATION -5/8"PTD GWB ��II New Foundation Wail !I -------- Lines Above I 1 I II i I TYPICAL FLAT ROOF CONSTRUCTION: ------------` Lines Below WHITEEPDMWATERPROOFMEMBRANE I I III it I 11 ----- --_____-� ' --------- Guidelines „ -3/4 PLYWOOD SHEATHING �; - --- Fence -2x RAFTERS @ 16"O.C. TAPERED 1/4"PER FOOT R Door Tag OPEN CELL SPRAY INSULATION - --� 101 -5/8" PTD GWB i ! ' - -- - - - - -YANKEE GUTTER TO MATCH EXISTING 101 DISCUSS W/ARCHITECT PRIOR TO O Window Tag YANKEE GUTTER COMMENCEMENT OF WORK TO MATCH EXISTING Section X, Sheet A-XXX Second Floor Sub Floor „ 1/4"SLOPE - -- 9'-8 1/2" Detail Tag PER FOOT PER FOOT NEW 9 1 2 360 TJI FJ @ 16"O.C. j }', _ 1 1') / -- _1/4"SLOPE PER FOOT Den Plate Height �- 1 SLOPE 2X °� ' III 1' NEW' 10 RAFTERS @ 16 it --- --- - - -� 9'-2 3/4" x NEW 2x12 RAFTERS @ 16"O.C. Mudroorn Plate Height II„�, a ED 1 4.:PER FOOT I',,,: "'" SPRAY FOAM Aa Elevation Tag 1 _"�;,TAPEf / _- ,— TAPERED 1/4" PER FOOT -- - T.O. Screen Porch Drop Girder -- .— 1�II.��"f5E^.0]',_"2'4.i3T.�1L^_^1.vl.5_^I'4.:=J^SL'�'mmn�r^mmvm@^.'S9"dYffi��.'�/lmm+rnmmrmm9[IG]CZ31.^P✓ „'T,,,Dd•mmmrmnicra�' '1,1 ^'" 8-0 � RIM BOARD(TYP.) �° m.,. :� �� a� ��, - --- -- - 8-0 - - - -- -- -- - -- x<�x Interior Elevation Tag x II 1 I I I 11 , I 11 I I 111 ' I I III II II I I I jl II i �I PROPOSED PROPOSED �_ PROPOSED PROPOSED PROPOSED X11 COVERED PORCH LAUNDRY/MUDROOM HALLWAY DEN COVERED PORCH _ M E R Y L K R A M E R �J a r c h i t e c t _�' III I I I� �: 1 1111 260 HORTONS LANE POST OFFICE BOX 1 600 ( I 1 1 SOUTHOLD , NY 1 1 971 First Floor Sub Floor I First Floor Sub Floor — 7t - I .EXISTING 3x7 F J @ 2411 O.0 I NEW 2x8 D.J.@ 16' O.C. : NEW 9 1 2' 360 TJI FJ @ 16 O.C. I / „ 1 f ( 1 ' � I NEW 2x10 D.J.@ 16"O.C. I� A A A m k a r c h i t e c t c o m LUS28 HANGER - -- (TYP') ,ol i SPRAY FOAM PROPOSED / a RIM BOARD(TYP.) - I'° CRAWL SPACE 1I1IV--I-I-I_SII EXISTING 1-1 =I--i-- CONTINUOUS P.T.2).DROP GIRDER RUBBLE FOUNDATION WALLS -- ,-„IIII 1111 11 II ,-IIII- IIII I!I 1111-_SII-1111 --IIII-----111 1 I III III- II11 =- I. ---III . ! II� IIII -1111==11 EACH SIDE OF POST IIII III: ,III �Iil I IIII III, � III , �I11 IIII=-o IJIz III- � � I IIII IIII IIII---IIII -- I :, I I----IIII===III'. ,=1!11-I 'I- IIII= II!1=1111--IIII==1111-=; 1.==1111 ==IIII= Ilii= 111 =- III!=-1, 1=(SEE PLAN FOR SIZE) PROVIDE(2)5/8 DIA.THROUGH BOLTSII -_ ,III_ Erwin Res- dence PER POST 1iI— _ ---1. - --- -- 1 ---_11 2320 NEW SUFFOLK AVE. 11 IIII = 1111- 1111 -IIII- 1111- I:i1--1111-IIII--IIII -III - I!1-- IIII-�-1111-- IIII-- 111 1111 - -1111- -II PROPOSED I ��, � ' -__ i I �-IIII lil=— I ! - '___ 'll --"!I _ BASEMENT' _ IIIMATTITUCK NY 11952 IIII ! IIII III 1 1 1111 1 II 1111= II!IV-=1111= a BASEMENT II IIII !III 1.- 1111 111 1111 IIII 1 IIII IIII 111 1111 IIII I. 111 1:111 II-I -1111 - 111 -- ----_I _---- I --_-- —_ --- I -'-�_- -- .� .: .r .,• : :. ,.. .• ; .` r..: . r .... - I _...- I — 'I 1 -- ---- I ---- I -- ' -- ---_- I _--_- I -- I_--_-I I ----_ - ""�' --_ I - _ _ — — <- - !! III IIII 1111-- 11111 IIII . Ill 11 - 1111 III'1=IIII PLUMBING FIXTURE SCHEDULE INTERIOR FINISH SCHEDULE DRAWING ISSUE DATES Issued: Issue Engineer 9/7/17 _ Revised: I UFACZURER PE EL#lSIz FINISH 0 MARKS Client Meeting Pricing 11/13/17 UNIT# LOCATION QTY MANUFACTURER TYPE MODEL# FINISH COLOR UNIT SIZE REMARKS FIRST FLOOR Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 KITCHEN Rev.Pricing(Bath#2) 4/23/20 MASTER BATHROOM FLOOR Antique Lumber Co. Antique Reclaimed Pine Varied width To match living room Permit Set 6/22/20 SINK 2 Kohler Caxton White 19"x15" CEILING G sum Wall Board 5 8" Painted-Color T.B.S. Construction Set FAUCET 2 Newport Brass Astor Widespread Lavatory 920 Polished Nickel WALLS Bead Board 1x6 Painted-Color T.B.S. REVISION DATES P-TRAP 2 ISLAND COUNTERTOP Im erial Danby 2"thick Honed SHUT OFFS 4 COUNTERTOP Imperial Danby 11/4"thick Honed SHOWER HEAD 1 Newport Brass 2156 Polished Nickel With 8"arm and escutcheon BACKSPLASH Mosaic House Moroccan Tiles 211x6" T.B.S. HAND SHOWER 1 Newport Brass 280G Polished Nickel THERMOSTATIC VALVE AND TRIM 1 Newport Brass 1-540,3-915TR 15 Polished Nickel DEN VOLUME CONTROL 2 Newport Brass Astor 3-163/15, 1-607H Polished Nickel FIREPLACE SURROUND& HEARTH Exquisite Surfaces Petite Granite Abbaye Honed SHOWER DRAIN 1 Polished Nickel TUB 1 Sunrise Specialties Built-In 807-60 60" LAUNDRY TUB FILLER 1 Newport Brass Astor 3-925/15, 1-500 Polished Nickel COUNTERTOP Mahogany 5/46 T.B.S. Boards to be removable 11151 FED ARL, TUB DRAIN 1 Polished Nickel �g �4 K 'r TOILET 1 Kohler Elongated K-3817 White DINING 1 F� TOILET SHUT OFF 1 Polished Nickel FLOOR Antique Lumber Co. Antique Reclaimed Pine Varied width To match living room 't TOWEL BARS 1 Newport Brass 13-02 Polished Nickel 24" TOILET PAPER HOLDER 1 Newport Brass 13-28 Polished Nickel MASTER BEDROOM N DOUBLE ROBE HOOK 1 Newport Brass 13-13 Polished Nickel FLOOR Antique Lumber Co. Antique Reclaimed Pine Varied width To match living room ,A ©� '9�. 24802 y MEDICINE CABINET 2 Restoration Hardware Rivet-Inset Polished Nickel 20"x34" CEILING G sum Wall Board 5/8" Painted-Color T.B.S. �F IN VANITY 1 Restoration Hardware Hutton Double Vanity White Polished Nickel 72"Wide WALLS Gypsum Wall Board 5/8" Painted-Color T.B.S. BATHROOM2/SECOND FLOOR MASTER BATHROOM SINK 2 KOHLER Caxton White 19"x15" FLOOR Exquisite Surfaces Petite Granite Abbaye 12"x24" Honed FAUCET 2 Newport Brass Astor Widespread Lavatory 920 Polished Nickel SHOWER FLOOR Exquisite Surfaces Petite Granite Abbaye T.B.S. Honed P-TRAP 2 WALLS Mosaic House Cement Tile Be'mat 2"x6" Loose Tile T.B.S. CEILING Gypsum Wall Board 5 8" Painted-Color T.B.S. SHUT OFF 4 Polished Nickel Drawing Legend: WALLS Cement Tile 2"x6" T.B.S. PTD.GWB.Above SHOWER HEAD 1 Newport Brass Polished Nickel Wall To Be Removed - – – – – – – - – – – – – – - SHOWER THERMOSTATIC MIXER 1 Newport Brass Polished Nickel VANITY COUNTERTOP Blue de Savoie Slab Honed TUB DECK WALL CAP SADDLE Blue de Savoie Slab Honed Tub deck to have joints Walt To Remain TUB FILLER 1 Newport Brass Astor 3-925 15, 1-500 Newport Brass New Wall TUB 1 Kohler Bellweather K-876-0 White 60"X32" Right hand drain SECOND FLOOR New Foundation Wall TUB DRAIN 1 Newport Brass Newport Brass TOILET 1 Kohler Memoirs Elongated K-3817 White BATHROOM#2 -------- Lines Above TOILET SHUT OFF 1 Polished Nickel ------------ Lines Below TOWEL BARS 2 Newport Brass 13-01 Polished Nickel 18" FLOORS Mosaic House Cement Tile Tirol 8"x8" Color T.B.S. CEILING Gypsum Wall Board 5/8" Painted-Color T.B.S. — — — — — Guidelines TOILET PAPER HOLDER 1 Newport Brass 13-28 Polished Nickel WALLS Gypsum Wall Board —5/8" Painted-Color T.B.S. Fence MEDICINE CABINET 2 Restoration Hardware Kent-Inset Polished Nickel 20"x34" TUB WALLS Mosaic House Cement Tile Be'mat 2"x6" Loose Tile T.B.S. 101 VANITY 1 Restoration Hardware Hutton Double Vanit White/Poli hed Nickel 72"Wide Door Tag VANITY COUNTERTOP Blue de Savoie Slab Honed BATHROOM SlY SECOND FLOOR BATHROOM#3 101 Window Tag VANITY 1 FLOORS Mosaic House Cement Tile Tirol 8"x8" Color T.B.S. SINK 1 KOHLER Caxton White 19"x15" FAUCET 1 Newport Brass Astor Widespread Lavatory920 Polished Nickel CEILING Gypsum Wall Board 5 8" Painted-Color T.B.S. Axxx � Section X, WALLS Gypsum Wall Board 5/8" Painted-Color T.B.S. Sheet A-XXX P-TRAP 1 TUB WALLS Mosaic House Cement Tile Be'mat 2"x6" Loose Tile /1 SHUT OFFS 1 —� VANITY COUNTERTOP Blue de Savoie Honed x Detail Tag SHOWER HEAD 1 Newport Brass Polished Nickel SHOWER THERMOSTATIC MIXER 1 Newport Brass Polished Nickel BEDROOM#3 x Axxx Elevation Tag TUB DRAIN 1 FLOOR Antique Lumber Co. Antique Reclaimed Pine Varied width To match living room TOILET 1 Kohler Memoirs Elongated K-3817 White CEILING Gypsum Wall Board 5/8" Painted-Color T.B.S. TOILET SHUT OFF 1 Polished Nickel WALLS Gypsum Wall Board 5/81V Painted-Color T.B.S. xx Interior Elevation Tag TOWEL BARS 2 Newport Brass 13-01 Polished Nickel 18 SHOWER WALLS Mosaic House Cement Tile Be'mat 2"x6" Loose Tile) 4> TOILET PAPER HOLDER 1 13-28 Polished Nickel SHOWER SADDLE &JAMBS Blue de Savoie Honed x MEDICINE CABINET 1 Restoration Hardware Kent-Inset White 20"x33" VANITY COUNTERTOP Blue de Savoie Honed VANITY 1 Restoration Hardware Hutton Single Vanity White Polished Nickel 36"Wide CONTRACTOR TO PROVIDE INSTALLATION OF ALL APPLIANCES/FIXTURES/MATERIALS UNLESS NOTED OTHERWISE KITCHEN FARM SINK 1 Rohl Single Bowl Apron Sink RC 3018 EXTENDED DISPOSAL FLANGE 1 Rohl ISE 10082 DISPOSAL 1 rl� FAUCET 1 Newport Brass Chesterfield 9460 Polished Nickel HAND SPRAY 1 Newport Brass Chesterfield 129 Polished Nickel M E R Y L KIR A M E R SOAP DISPENSER 1 New ort Brass a r c h i t e c t 2 6 0 HORTONS LANE APPLIANCE SCHEDULE POST OFFICE Box 1600 FIXTURE/ITEM- DESCRIPTION_ MANUFAM RER-1 IIEM__. NUMBER SOUTH OLD , NY 1 1 9 7 1 KITCHEN 6 3 1 - 4 7 7 - 8 7 3 6 1 Dishwasher Panel ready Bosch SHV68T53UC m k a r c k i t e c t . c o m 1 Hood Wolf 1 Refrigerator Stainless, Ice Maker Sub Zero 1314UFD S PH 2 Wine Cooler 1 Microwave Shar SMD2470AS LAUNDRY 1 Washer White LG WM3270CW Erwin Residence 1 Dryer White LG DLE317OW 2320 NEW SUFFOLK AVE. MATTITUCK NY 11952 SCTM# 1000-115-09-01 Plumbing & Appliance Room Finish Schedules Scale: NTS All Drawings Printed on 13x19 Scale is 50%Noted Scale A-400 © 2020 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 Permit Set 6/22/20 Construction Set �GWB---j z--GWB—� REVISION DATES /OPEN • ' TO DINING o4 7 D RRc�'��' EXPOSED BRICK CHIMNEY �� �� ,�►9� 248fl2 y©� II II II I L _ l II II Drawing Legend: 6 Kitch(�n Elevation Kitchen Elevation - - - - - - - - - - - - - - - - Wall ToBeRem oved Scale: 1/2" = 1'-0" 5 Scale: 1/2" = 1'-0'I Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below ------- — Guidelines — — — — Fence i 101 Door Tag Window Tag O101 \ FIXED SHELF —CUSTOM HOOD --1 Section X, NOTE: REFER TO PROJECT MANUAL - KITCHEN CABINETS, TOPS AND INSTALLATION ALLOWANCE - $40,000 SheetAXXX \ i "xDetail Tag FIXED SHELF 1� x � — — — — — — — — — Elevation Tag xx Interior Elevation Tag C=O 0=0OBJ ��x x o FARM SINK o �0 0 GO 00 �0 II. o _ _ °— — o _ 24 24" \ "DW / y 00 ` TRASH i o o \ \\ 11 C� —EXISTING RANGE i line of line of \ / TO REMAIN o o Ref. — PANTRY cabinet above BRICK cabinet above \ / _ REMOVE S.S. BACKSPLASH CHIMNEY ` - - - - -- - - - - - - - - - - - - - - - - - - +I DOOR TO SCREENED PORCH M ERYL KRAMER a r c h i t e c t Kitchen Elevation ( A-401 c� 4 Kitchen Island Scale: 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 2 6 0 HORTONS LANE 2 -71 M E� 17 POST OFFICE BOX 1 600 SOUTHOLD , NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 --- -- - - -- - --------------- ------ ----------- m k a r c k i t e c t . c o m I A-401 5 ISLAND 6 A-401 - 31-0"X8'-0" I PANELING I OVER SOFFIT EQ-1 EQ-1 3 Erwin Residence 5'-01v N 2320 NEW SUFFOLK AVE. EXISTING I / \ A-401 MATTITUCK NY 11952 BRICK / \ EXISTING 0 0 CHIMNEY ` o o ' / \ VULCAN RANGE OVEN UNIT W / \ TO REMAIN 4 SCTM# 1000-115-09-01 - / \ _TILE TILE_ BACKSPLASH — BACKSPLASH \ / �`---------'�-- - ----- - - -- --- - --- - -- - 00 \ / j 1 '/ ♦\ I I Kitchen IIIn Interior Elevations I n n o o n n r n II L___ t I n n `' � � � --. Scale: 1/2" = 1'-0" All Drawings Printed on 13x19 Scale is 50%Noted Scale u u n n n n u 42" REF. PANTRY 1 Kitchen Elevation ) Kitc hen Plan 2 Kitchen Island scale: 1/2" = 1'-0" 0 A01 /� Scale: 1/2" = 1d Scale. 1/2" = 1'-0" -4 © 2020 Meryl Kramer Architect All Rights Reserved i DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 PRE-FABRICATED WOOD BURNING FIREPLACE Health Department(Revised) 7/19/18 BUILT-IN BUILT-IN BY MAJESTIC Rev.Pricing(Bath#2) 4/23/20 VCG ROYALTON SERIES(BE42) Permit Set 6/22/20 W/SL 300 SERIES CHIMNEY BOOK CASE K E Construction Set REVISION DATES -- - PTD GWB j � I, ', � I —CROWN MOLDING T.B.S. SHELVES J SHELVES PTD WD COUNTER TOP ' ` PTD WD COUNTER TOP i' III j ------- - -- ------ --- - --- - - - - --- --- - I' Tv it II 3/4"THICK I j I I N SHELVING UNIT jjLE it ao / /—BUILT I S p AFZ / 5/4 FIXED SHELVES LF11E $ ,FIXED SHELVES 2 1/4 FACE FRAME FLUSH STONE HEARTH � PTD GWB� j w 1 5/8"FACE FRAMES ALLY j EQUALLY SPACED; E COMPLY w/NFHE 211 / SEE INT. FINISH SCHEDULE EQUALLY SPACED it 2 a 9t sir WD TRIM TBD BEAD&CENTER BEAD Y CASEBACK 3 A-401 / ILdSTONE SURROUND OF E01 N H / SEEINT.:FINfSH SC EDULE — O.E 00 WOOD BURNING \ INSERT FIREPLACE Q?it N Drawing Legend: DOOR TO HALLWAY r � : _ _ _ = e = : Wall To Be Removed WALL BASE TO MATCH EXISTING Wall To Remain New Wall New Foundation Wall 3 Den - Elevation 2 Den - Elevation 1 Den Partial Plan ----- - Lines Above Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: Ir'i = 1'-0" -------- Lines Below --------- Guidelines — — — — Fence 101 Door Tag 101 Window Tag Axxx Section X, 17-1Detail A-XXX rxN Detail Tag Elevation Tag x xxx x Interior Elevation Tag x LINE OF SHELVING ABOVE i c-I - --- -- — �—REMOVABLE WOOD BOARD COUNTERTOP — — — _ (FOR SHUTOFF VALVE ACCESS) SEE INT.FINISH SCHEDULE ---- -- - - --- --- --- - M E R Y L K R A M E R a r c h i t e c t 1 I II 2 6 0 HORTONS LANE PfD D.E F WD POST OFFICE BOX 1 600 F I' 5 j I � 'I I BEAD&CENTER BEAD S O U T H O L D , NY 1 1 9 7 1 j P' D' VVD ! L- F CASEBACK / A-401 6 6 3 1 - 4 7 7 - 8 7 3 6 T", D H E F i m k a r c h i t e c t c c, m ! 7 WO D'B Al D IU T T Pi O O ----SHUT OFF VALVES BEHIND DRYER WASHER, Erwin Residence BEHIND PIVOTINk BEHIND PIVOTIN POCKET DOOR POCKET DOOR 2320 NEW SUFFOLK AVE. \ / \ MATTITUCK NY 11952 \ , SCTM# 1000-115-09-01 CLOSET DOOR DOOR TO HALLWAY ( _LaU ndr Mudroom - Elevation Laundr Mudroom - Elevation Laundr /Mudroom - Elevation 7 Scale: 1/2" — 1'-0" 6 Scale: 1/2" = 1'-0" 5 SCale. 1/2" = 1'-0" 4 Laundry/Mudroom Plan Den & Laundry Scale: 1/2" = 1'-0" Interior Elevations Scale: 1/2" = 1'-0" All Drawings Printed on 13x19 Scale is 50%Noted Scale A-402 © 2020 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES SCONCES BY OWNER Engineer 9/7/17 Client Meeting Pricing 11/13/17 �GWB . . \ i Pricing 4/16/18 Health Department 6/6/18 SHOWER GLASS i / \ \ Health Department(Revised) 7/19/18 : ENCLOSURE Rev.Pricing(Bath#2) 4/23/20 \ PTD - MEDICINE CABINET Permit Set 6/22/20 \ SEE PLUMB. FIXT. Construction Set GWB SCHEDULE : REVISION DATES O M 1 Q o o ,��FtED ARC . T — -- 6'-0"VANITY SEE PLUMB. FIXT. N 3 Master Bathroom Elevation 2 _Ma ster Bathroom Elevation SCHEDULE STONE FLOOR A O24g02 Scale: 1/2" - 1'-0" Scale: 1/2" = 1'-0" T�OF N'G�yo Drawing Legend: Wall To Be Removed Wall To Remain .. .. w New Wall TILE WALLS New Foundation Wall GWB �I Z� T 1Z_Z�_ _ Ines L' Below elow TILE WALL - - - - i C ---- — Guidelines - -I - � --•--------- Fence 24"TOWEL BARIj - i ALIGNSEE SCHEDULE SHOWER GLASS - - - - 1 - 101 Door Tag SHOWER FIXTURES ENCLOSURE &DOORS ON TILE JOINT __ STONE TRIM 5'-6" 5 1/ „ 3_9 �TO MATCH WALL CAP 101 Window Tag Master Bathroom Plan AXXx —1 Section X, �- Sheet A-XXX 1 �� � t Scale: 1/2 = 1'-0" TILE HALF WALL _ - - 1 �---� C) &TUB APRON L r' -�-- -- ,� Detail Tag If - --— 60 —I J X -L m � Elevation Tag STONE SADDLE, JAMB, — rn WALL CAP&TUB DECK � 0 u. X�X Interior Elevation Tag DECK MOUNTED TUB X 6 Master Bathroom Elevation 5 �Master Bathroom Elevation 4 Master Bathroom Elevation Scale: 1/2" = 1`-0" le: 1/2" = 1'-0" Scale: 1/2" = 1'-0" M E R Y L KIR A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 SOUTHOLD , NY 1 1 97 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m FIXED SHELF FIXED SHELF FIXED SHELF 1) JU Rb R'0 � 0 � 0 0'D = H NGI G � GIN. I I FULL FULL HEIGHT HEIGHT Erwin Residence HANGING U L H I H HANGING 8 — A IN 2320 NEW SUFFOLK AVE. RE OVABL REMOVABLE REMOVABLE REMOVABLE R MOVABILE EMOVA LE A-401 9 FULL HEIGHT MATTITUCK NY 11952 SHELF& ROD SHELF&ROD SHELF& ROD SHELF& RODSHELF& ROD SHELF& ROD HANG NG - - - -- - - - ADJUSTABLE ADJUSTABLE - - - - - - - - - --- - - - SCTM# 1000-115-09-01 - - - - - - - - SHELVES SHELVES - - - - - - - - 10 H NGI G -HANGING Master Bath & W.I.C. Interior Elevations EQ. EQ. EQ. EQ. EQ. EQ. Scale: 1/2" = 1'-0" All Drawings Printed on 13x19 Scale is 50%Noted Scale Master W.I.C. Master W.I.C. Master W.I.C. Master BathrF om Plan 10 Scale: 1/2" = 1'-0" 9 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 7 Scale: 1/2" = 0" A-4.03 © 2020 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 Permit Set 6/22/20 Construction Set REVISION DATES --— ---- - -- �PTD.GWB� TILE WALL — SCONCES RED ARC'�i BY OWNER PTD.GWBPTD.GWB—' � � / / / � \ ALIGN SHOWER FIX. / / \ w/TILE JOINTS TOWEL BAR / \ i SHAMPOO NICHE SEE SCHEDULE ALL TILE // .e / MEDICINE CABINETS 9TF pFaNE't`jyo SEE PLUMB. FIXT. I _U=7�) @--_U / SCHEDULE O BACKSPLASH _Oa sO / 00 \ / 00 \ • 1PTD.GWB� 6'-0"VANITY Drawing Legend: % v O SEE PLUMB. FIXT. 0 : _ _ _ _ _ _ _ Wall To Be Removed SCHEDULE Wall To Remain 1 1 New Wall DOOR TO HALLWAY New Foundation Wall ___---__ Lines Above 5 Bathroom 12 - Interior Elevation 4 Bathroom 42 - Interior Elevation 3 Bathroom 12 - Interior Elevation 2 Bathroom 12 - Interior Elevation ____________ Lines Below Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-O" Scale: 1/2" = 1'-O" Scale: 1/2" = 1'-0" ------— — Guidelines — — — — Fence 101 Door Tag 101 Window Tag �Axxxf— Section X, Sheet A-XXX X � Detail Tag 6 Elevation Tag A-401 7 x xxx x Interior Elevation Tag x M E R Y L K R A M E R vPTD.GWB` a r c h i t e c t TILE FLOOR Fl 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 2 SOUTHOLD , NY 1 1 971 � 0 6 3 1 - 4 7 7 - 8 7 3 6 5 A-401 3 0 m k a r c k it e c t . c o m O 4 RECESSED MED. CAB. NEW SEE SCHEDULE TUB 0 Erwin Residence Bathroom #2 - Interior Elevation 2nd Floor !a�h�OOM Elevation ° 7 Scale: 1/2" = 1'-0" Scale: 1/2" 1-0 0 2320 NEW SUFFOLK AVE. MATTITUCK NY 11952 SCTM# 1000-115-09-01 1 Bathroom #2 - Floor Plan Scale: 1/2" = 1'-0" Bathroom #2 Interior Elevations Scale: 1/2" = 1'-0" All Drawings Printed on 13x19 Scale is 50%Noted Scale A-404 © 2020 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 PTD.GWB PTD.GWBvPTD. GWB` AL Rev.Pricing(Bath#2) 4/23/20 TILE WALLSSCONCES i- �— �— t---1— O Permit Set 6/22/20 vPTD.GWB BY OWNER Construction Set [ 1= 7 REVISION DATES \ — _ I-._ I _r- FRAMELESS GLASS ' --rt --1 CUSTOM SHOWER r SHOWER ENCLOSURE CUSTOM / - r MED. CAB. I -L ! 7 I M�D. CAB. Z -[._ ._.- -� t c , \ PT .WD r � �J----- MED. CAB. / � MB. FIXT.SHOWER FIXTURES ON TILE JOINTS SCHEDULE \ �-_/1-=-r• _ . ._r _-_!t-j4 7.=_r---1=--I--1- - `> 5 A-405 3 r .�EREO ARC I --moi- ' S - VANITY r ::-- ► - -O \\ \ SEE PLUMB. FIXT. T- L --- / ---�_ I -' t :r rA:..-,=r- ,—STONE o STONE SCHEDULE JAMBS&SADDLE �- t > _ - I ' SADDLE&JAMBS _ - 24802 y4� T OF NEIN RECESSED MED.CAB. 5 Bath 13 - Interior Elevation 4 Bath 13 - Interior Elevation 3 Bath #3 - Interior Elevation 2 Bath 13 - Interior Elevation 1 Bath 13 - Partial Floor Plan Scale: 1/2" _ 1'-0" Scale: 1/2" = 1'-O" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-O" Scale: 1/2" = 1'-0" Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — — Fence 101 Door Tag 101 Window Tag Axxx —' Section X, Sheet A-XXX �L Detail Tag Elevation Tag x xxx x Interior Elevation Tag x J{A M E R Y L K R A M E R a r c hi t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 SOUTHOLD , NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 vPTD.GWB' o m k a r c h i t e c t c o m PTD.GWB SOFFIT I' I II �I � I it CROWN MOULDING T.B.S. � — L_ — �I I — - - - - - - - � Erwin Residence 2320 NEW SUFFOLK AVE. \ -2 1/4"FACE FRAME ( I MATTITUCK NY 11952 I !; SCTM# 1000-115-09-01 5/4 THICK FIXED SHELVES w/ 15/8" FACE FRAMES i I A-405 I BEAD&CTR. BEAD CASEBACK PTD. 3 Bath & Bedroom #3 o PTD. `� 1 Interior Elevations V PTD.WOOD BENCH BOOK PTD.WOOD BENCH BOOK Scale: 1/2" = 1'-0" - CASE CASE All Drawings Printed on 13x19 1 Scale is 50%Noted Scale WALL BASE TO MATCH EXISTING A-405 Bedroom #3 - Interior Elevation Bedroom #3 - Partial Floor Plan 11 Scale: 1/2" = 1'-O" 10 Scale: 1/2" = 1'-O" © 2020 Meryl Kramer Architect All Rights Reserved I YANKEE GUTTER-TO MATCH EXISTING DISCUSS W/ARCHITECT DRAWING ISSUE DATES PRIOR TO COMMENCEMENT OF WORK Engineer 9/7/17 Client Meeting Pricing 11/13/17 Pricing 4/16/18 Health Department 6/6/18 Health Department(Revised) 7/19/18 Rev.Pricing(Bath#2) 4/23/20 N ' Permit Set 6/22/20 Construction Set of LU Z REVISION DATES a ----- -- < z Y ------------------------------------�- -�------------------------------- --- -- ---- , \� --FASCIA woo j TO MATCH EXISTING Z J LL w w U) I I � BRED ARc III III I I II --- -T&G V-GROOVE SOFFIT-PAINTED a ` II II II II II III N� = �� T&G V-GROOVE SOFFIT I I I I --MOLDING TO MATCH EXISTING 024802 y0 PAINTED 11 11 I I } F F NES I I I I I I I I � NEW DROP GIDER SEE FLOOR PLAN FOR SIZE I I I I WRAPPED IN 1x TRIM-PAINTED I I Drawing Legend: Wall To Be Removed COLUMN BEYOND i j Wall To Remain STYLE TO MATCH EXISTING New Wall New Foundation Wall 2 ' Lines Above I I -——————- A-500 j ------------• Lines Below Guidelines Fence ---- INSECT SCREEN i 101 Door Tag /0// 2x4 P.T. INTERMEDIATE POST 5/4x TRIM SCREEN PANEL FRAME WRAPPED IN 1x TRIM 101 Window Tag PAINTED PAINTED � nxxx Section X, 5/4x 11/2"STOP, PAINTED PAINTED—5/4x TRIM SCREEN PANEL FRAME Sheet A XXX Detail Tag INSECT SCREEN THICK TAPERED WALL CAP — x TO ALIGN WITH ADJACENT WINDOW SILL g ' PAINTED Axxx Elevation Ta I LINE OF WALL CAP BELOW x x Interior Elevation Ta I -PANEL TRIM-5/4x3 TRIM w/ 1x5/4 BEVELED TRIM g MOCK UP TO BE APPROVED x i PAINTED � I MARINE GRADE PLYWOOD PAINTED I I I i 3 -500 / F� 0 .� M E R Y L K R A M E R w m a r c h i t e c t P.T. HALF WALL STUD FRAMING 'e U_ Uj 2 6 0 HORTONS LANE o ( POST OFFICE BOX 1 600 SOUTHOLD , NY 1 1 97 1 — 5/4 6 3 1 - 4 7 7 - 8 7 3 6 IPE DECKIING LINE OF WALL CAP BELOW m k a r w c h i t e c t c o m U)0 5/4 x 11/2"STOP,TYP. 1x xDECK APRON z LU g PAINTED a LU w (2)2x4 P.T. POST @ COLUMN z LLJ U) WRAPPED IN 1x TRIM NEW INTERIOR PAINTED _line9f�illl�elow_._.--__ Erwin Residence -line-of head-casing above_ 1x TRIM BOARD DROP GIRDER 2320 NEW SUFFOLK AVE. -----EXTE NSION JAMB 1x6 TRIM BOARDS </ MATTIT UCK NY 11952 w/3/8"GAP PAINTED '%% SCTM# 1000-115-09-01 - - ------ - - --- - -- -- --- ------------- //ii; %%!"/i'//%/%"%%! —6x6 P.T. POST NEW P.T. DROP GIRDER P.T FRAMING % / TO MATCH EXISTING \ 2x4 or 2x6 INTERMEDIATE POSTS SEE PLAN FOR SIZE PAINTED BLACK % % PAINTED I / — --- � � Details PLYWOOD SHEATHING Scale:3"= 1'-0" --1x6 EXTERIOR TRIM BOARD All Drawings Printed on 13x19 Scale is 50%Noted Scale WINDOW R.O. WINDOW R.O. EXTERIOR EDGE OF DECK BELOW A-500 Section Detail Screen Porch Plan De�a �jScrieen Porch Plan Detail INTERMEDIATE POST Scale: 3" = 1'-0" Scale: 3 = 1 &Sca le: 3" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved . � ° r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — | Electrical Legend | | DRAWING ISSUE DATES Single Pole Switch Engineer 9/7/17 Client Meeting Td Single Pole Switch With Dimmer Pricing 11/13/17 Pricing 4/16/18 Health Department(Revised) 7/19/18 Jamp Switch Rev.Pricing(Bath#2) 4/23/20 IJ Permit Set 6/22/20 =C� Duplex Receptacle Outlet - — — — — — — — - Construction Set REVISION DATES Ouad Receptacle Outlet Dedicated Appliance Outlet UP Outlet 220 V Receptacle Outlet Weatherproof Duplex Receptacle =@l:wP Outlet - - - - - - - Duplex Receptacle Floor Outlet DN. Recessed Ceiling Fixture E Surface Mounted Ceiling Fixture 9/�% Surface Mounted Box for Hanging Pendant Drawing Legend: Cabinet Fixture F71 FF7 Wall To Remain K� Wall Mounted Fixture | ~ ' | . -___-___- New Foundation Wallr- Recessed Shower Light Lines Above -+-4 Telephone Jack Guidelines GFI TV Jack Fence DoorTag Computer Network Jack 0 F LLI� L=A I I I IF 01 1 1 � Window Tag Thermostat Section X, Cable Connection co I;>I Smoke/Carbon Monoxide Detecto /7\ 117-1 '�CJ Floor Mounted Up-Light % Elevation Tag 0 r7 Recessed Step Light X�x Interior Elevation Tag (=00 Exhaust Fan �3 Ceiling Fan 51�0 Track Head I Track Ar Flood Light UPC) i 0�1 In Closet Lighting -61� | =C� Ism | / | 260 HORTONS LANE — — — — — — — — — — — — — — — — — — — -- | POST OFFICE BOX 1600 - | | L - - - - - - | 100� | ' | -41 co Erwin Residence 2320 NEW SUFFOLK AVE. MATTITUCK NY 11952 | | | | | | ! | { | ' | � | | | SCTM# 1000-115-09-01| � | � | ' | `~ | 1st & 2nd Floor Electrical Plan | | | | ' | . � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � All Drawings Printed on 13x19 Scale is 50%Noted Scale 00 r Sc -011 E- 1 01 0D 2020 Meryl Kramer Architect All Rights Reserved