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Home My WebLink About49705-Z hO�apF SOujyo<o Town of Southold * P.O. Box 1179 53095 Main Rd COUNn.°' ,o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45821 Date: 12/12/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 400 Bay Rd Greenport, NY 11944 Sec/Block/Lot: 43.-5-8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/27/2023 Pursuant to which Building Permit No. 49705 and dated: 09/18/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with front entry, rear first and second floor decks, second floor balconies, rear screened porch, unconditioned attic storage, outdoor shower and attached garage as applied for per ZBA #7683, dated 10/20/2022. The certificate is issued to: Diviney D Revoc Trt,Diviney SS Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0632 8/22/0682 ELECTRICAL CERTIFICATE: 49705 09/26/2024 PLUMBERS CERTIFICATION: Brad Piecuch 09/20/2024 S�A"rl nA V, i AMUM Au or ze Signature o�SOFF i�c TOWN OF SOUTHOLD BUILDING DEPARTMENT z 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#: 49705 Date: 9/18/2023 Permission is hereby granted to: Diviney, Daniel 400 Bay Rd Greenport, NY 11944 To: demolish existing dwelling and shed and construct a new single-family dwelling as applied for per DEC, Trustees, ZBA & SCHD approvals with flood permit. At premises located at: 400 Bay Rd, Greenport SCTM #473889 Sec/Block/Lot#43.-5-8 Pursuant to application dated 7/27/2023 and approved by the Building Inspector. To expire on 311912026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,994.00 CO-NEW DWELLING $50.00 DEMOLITION $524.80 Flood Permit $100.00 Total: $2,668.80 1 Building Inspector pF SOUr�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinO-town.southold.nv.us Southold,NY 11971-0959 Q�yCOUNN'�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Diviney Address: 400 Bay Rd city,Greenport st: NY zip: 11944 Building Permit* 49705 Section: 43 Block: 5 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 17 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights $' Dryer Recpt 30Ax2 Emergency Strobe Heat Detectors El Disconnect 4 Switches 70 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Freezer, Oven, (2)DW, Micro, Hood, (2)W/D, Septic Disco, 200A Panel 54 Circuits /40 Used Notes: Two Story House w/Third Floor Mezz. Inspector Signature: > Date: September 26, 2024 400BayRdHouseElectric .=n hall€nnex 163117WIS 54375 Marn Rdd y t'_0 Box 1178 ;{ lJ L�mffrmK NY 1`s971-0959 � � �TV � K , TV SEP 2 3 2024- Bl3lI DmGDr=P tmr=NT Suflalfnq Department WM SOUMOLD 'ro'vn, of Southold CELTWC-ATION vate_ 9 zb- BmikHmPemitNo- it34 ($Iea= ) (Please ) I certify that the solder used in the water supply system conWns Ims than 2/1 Q of 1%lead. bm Ste) Swan to before me this dqv of I fir-_ 20. Natmy-Pubiic, .' County PubUr,- WO° N0.01mam o�S�fFet�.co TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49701 Date: 9/15/2023 Permission is hereb granted to: Divine ,._D lei 400,Bay Rd Green port, N 11944 ' 1 To: r 200amp OH New Sery e At premises located at: �i 400 BayRd, Green and SCTM #473889 Sec/Block/Lot#43.-5-8 Pursuant to application dated 9/15/2023 and approv by the Building Inspector. To expire on 3/16/2025. Fees: ELECTRIC $85.00 Total: $85.00 �J Building Inspector oF souTyo6 TOWN OF SOUTHOLD BUILDING DEPT. ^ourm,N�'' 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'o k-- YJ �• o U eoe- '�h DATE ��" "�3 INSPECTOR pF SObTyO� TOWN OF SOUTHOLD BUILDING DEPT. cou 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Y INSPECTOR V/ OF SopT�� \� # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 qj-�o,�., [NSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] PRE C/O [ ] RENTAL RE RKS: dV V�,rI c . G000, h cnvi DATE v? INSPECTO r1P SOUlyo6 ,1 `"1 76 e7 TOWN.OF SOUTHOLD".BUILDING'DEPT. o�►� 631-765-1802 iNSPECTION , ] FOUNDATION 1 ST/ REBAR [ ] ROUGH"PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING { ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE &CHIMNEY [ ] fIRE SAFETY INSPECTION [ ',]' FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT.PENETRATION " ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: f s: J'�d rll DATE INSPECTOR OF SOUly�lo # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [v INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE INSPECT* OF 50UTyO� 0 Vd # . TOWN OF SOUTHOLD. BUILDING DE �oum 631-765-1802 INSPECTION ] FOUNDATION-1 ST/ REBAR' [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY:INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 /Vl - DATE © ANSPECTOR OF SOUIyO� # # TOWN OF.SOUTHOLD .BUILDING DEPT. o m, 631-765-1802 INSPECTION [ ] FOUNDATION IST/ REBAR [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] SULATION/C U KING ] FRAMING /STRAPPING ' [ FINAL P4 FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [- ] PRE C/O [ ] RENTAL REMARKS: I_5 l Q,� Agalvet" 4;v hnAO&Z. d� 1� f W64 1'4'-% lo" — DATE INSPECTOR W, A OF SObTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou�mN 631-765-1802 quo4,4-0�, INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION ].. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O ]: RENTAL REMARKS: If DATE l INSPECTOR i S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 �. Oeral Emergency Management Agency Expiration Date:06/30/2026 DEC - 2 2024 `_a National Flood Insurance Program ELEVATION CERTIFICATE -IMPOR-TANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of'this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: DANIEL DIVINEY Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company NAIC Number: #400 BAY ROAD City: GREENPORT State: NY ZIP Code: 11944 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: S.C.T.M.#1000-43-5-8 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.): RESIDENTIAL A5. Latitude/Longitude: Lat.41°06'29.35"N Long.72°21'04.53"W Horizontal Datum: ❑NAD 1927 Z NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram Number: 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,513.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: 9 d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 1,800.00 sq.ft. f) Sum ofA8.d and A8.e rated area(if applicable-see Instructions): 1,800.00 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 350.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq.ft. SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1.a. NFIP Community Name:SOUTHOLD B1.b.NFIP Community Identification Number:360813 B2.County Name:SUFFOLK B3. State:NY B4.Map/Panel No.: 36103CC0176 B5.Suffix:H B6. FIRM Index Date: 09/25/2009 B7.FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): X&AE B9.Base Flood Elevation(s)(BFE) (Zone AO, use Base Flood Depth): EL 6 1310. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ® FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ®NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ® No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR'INSURANCE COMPANY USE #400 BAY ROAD Policy Number: City: GREENPORT State: NY ZIP Code: 11944 Company NAIC Number: SECTION.C BUILDING ELEVATION INFORIIAATION`(SURVEY'REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* M Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,AO,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawispace,or enclosure floor): 6.00 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 9.60 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): 6.00 ® feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 9.40 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 5.50 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 6.10 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 5.60 ® feet ❑ meters SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION, This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments and describe in the Comments area. Certifier's Name: KENNETH WOYCHUK LS License Number:050882 'c�OFM EWY' ' Title: NYS PROFESSIONAL LAND SURVEYOR �Q. a��H woyc 0 Company Name:KENNETH WOYCHUK LAND SURVEYING PLLC Address: PO BOX.153 City: AQUEBGUE State: NY ZIP Code: 11931 �� -0 2 050882 J!V Kenneth M Woy -Date: by Kenneth M Woychuk OtAND Svc Signature: Date:2024.11.27 11:02:28-05'00' Date: 11/25/2024 _ Telephone: (631)298-1588 Ext.: Email:KEN@WOYCHUKLS.COM Place Seal Here Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): EXTERIOR A/C UNITS &GENERATOR LOCATED ON ELEVATED PLATFORMTO ELEVATION 9.4 (9) SMART VENT MODEL 1540-510 FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE #400 BAY ROAD 'Policy Number: City: GREENPORT State: NY ZIP Code: 11944 Company NAIC Number: SECTION E-BUILDING MEASUREMENT INFORMATION(SURVEY NOT REQUIRED)-; . -FOR ZONE.AO,ZONE AR/AO,AND ZONEA.(WITHOUT BFE) For Zones AO,AR/AO,and A(without BFE),complete Items E1—E5. For Items El—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request,complete Sections A, B,and C.Check the measurement used.In Puerto Rico only, enter meters. Building measurements are based on: ❑Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F'-PROPERTY OWNER(OR OWNER'S AUTHORIZED=.REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: °:FOR'INSURANCE COMPANY USE #400 BAY ROAD ':Policy Number: City: GREENPORT State: NY ZIP Code: 11944 Company NAICNumber. SECTION G 'COMMUNITY INFORMATION'(RECOMMENED F DOR COMMUNITY4°OFFI'CIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B,C, E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A,B, E and H. G4. ❑ The following information(Items G5—G11)is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑feet ❑ meters Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: ❑feet ❑ meters Datum: G10.b. Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑feet ❑ meters Datum: G11. Variance issued? ❑Yes ❑ No If yes,attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.I have completed the information in Section G and certify that it is correct to the best of my knowledge. if applicable, l have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A,B, D, E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33).(10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: F012`INSURANCE COMPANY USE #400 BAY ROAD y Polic ,Number:. City: GREENPORT State: NY ZIP Code: 11944 Company NAIC,Number: :SECTION H BUILDING'S°FIRST FLOOR HEIGHT INFORMATION,FOR ALL`ZONES (SURVEY'NQT REQUIRED)(FOR }INSURANCE P~URPOSESONLY) ° The property owner,owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A,B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 1 B,3,and 5-9.Top of bottom ❑feet ❑ meters ❑above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,2B,4,and 6-9.Top of next ❑feet ❑ meters ❑ above the LAG higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑ Yes ❑ No SECTION 1 ~PROPERTY.QWNER(OR.OWNER'S AUTHORIZED'REPRESENTATIVE):CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: ". FOR,INSURANCE COMPANY USE #400 BAY ROAD Policy Numbers City: GREENPORT State: NY ZIP Code: 11944 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example, may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present,include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. y iflff � Photo One Photo One Caption: FRONT VIEW NOV. 25, 2024 Clem Photo Qhe.. Y{ �QIa 9y k� Photo Two Photo Two Caption: NORTH SIDE VIEW NOV. 25, 2024 Clear PhotoTwo FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR,INSURANCE COMPANY USE #400 BAY ROAD Policy Number: ' City: GREENPORT State: NY ZIP Code: 11944 Company NAIL Number: Insert the third and fourth photographs below.Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."When flood openings are present,include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Nil • `r i ''� i�1IVl� ��t . E : ! RU i {� ,lit In Photo Photo Three Photo Three Caption: REAR VIEW NOV.25, 2024 ;Clear_Photo Three' ty NE izn- 11 J x x •��Hil t e,.�:: K �N Photo Four Photo Four Caption: SOUTH SIDE VIEW NOV. 25, 2024 Clem Photo_Fours FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 1 7 0 Retrotec rCloud Quality A rance Report Resnet380-2016 Ingle int Blower Door Test S S Your Re s u t: .61 AC H 5Y19 1 76 CFM50*60/34200 fte)PA 5are <Test Information Test Name 400 ay road greenport ny dan diviney Test Date 2024- 9-20 08:55 AM (UTC-4) Export id LKK8S8EX Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address City Green 400 Bay=Rd ortx State NY Zip/postal Code '4194:4�-� Country United States Year Constructed Not available Elevation 20 ft Address Verified? Yes Building Latitude;Longitude 41.108164,-72.351239 GPS validation Latitude/Longitude:41.107850.-72.351709:Accuracy: 305 ft Estimated Distance From Address 130 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions S 2024 Pre-test Indoor Temperature 67°F Pre-test Outdoor Temperature 70 'F Wind Speed Unknown71 Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 3800 ft2 Volume 34200 ft3 1 Retrotec rCloud Test Results Summary Test Type Resnet 380-2016 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.608 Induced House Pressure -50.9 Pa Corrected Flow 833.42 CFM ® 50 Pa Adjusted Flow 916.76 CFM @ 50 Pa Intercept 65.544 Slope, n 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.19 Pa Depressurize Results Air changes at 50 Pa, n50 1.4621 /hr Air leakage rate at 50 Pa, q5a 833.42 CFM Effective leakage area at 4 Pa, EfLA 4 46 in Specific effective leakage area (floor) at 4 Pa, ELAR 0.0121 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0159 Baseline,initial Pa -0.3 -0.7 -0.5 0 -0.1 0 0 -0.3 .0.3 0.3 Average baseline,initial APO, -0.19 AP oi- -0.37 AP oi+ 0.08 Baseline Duration 14 seconds Building pressure (Pa) -51.09 Induced pressure (Pa) -50.9 Fan Pressure [5000- B81 (Pa) 41.07 Total flow qr(CFM) 842.02 Measured flow qm (CFM) 839.67 Total flow through envelope,gene(CFM) 844.47 Error 0.0% Correlation,r 1.0000 Confidence Limit 95% Intercept, Con 65.647 65.647 65.647 Intercept, CL 65.544 65.544 65.544 Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door Is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawis ace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors N/A 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left In their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of Inducing airflow across the Confirmed building enclosure are turned off Including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system Intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off Includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper In a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left In Its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of Intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,Including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered Intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left In their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,It shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,If there Is a seasonal cover present,It shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15.Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only" mode for the Confirmed duration of the test. 3 Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiencyprogram.) 4 Retrotec rCioud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow Equation Parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) Is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure Is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= jPrBj-PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure Is less than either MF or(K2 x IRPI) FP=fan pressure,RP =room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= FP-RP x K1 "X K+ K3 X FP X K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0:00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + BxFP2 + Cx FP) + D + G -RP xF 5 11;28 .e10 513 O t 4qj 05 Your Fire Retards... Ej u EC-D vff �l -A, U t t SEP ?024 I Tr)TV .Nv, Thanks for your order Order#10690 Ship to 400 Bay Road,Greenport,New York,11944.United States Spray on Thermal Barrier-DC315 Thermal Barrier Paint for Spray Foam �7d( (SPF)-5 gallons — DC315-5G-WH qty:3 $1,125.00 USD Brand:International Fireproof Technologies Choose Color:White $375.00 USD Subtotal: $1,125.00 USD Shipping: $240.00 USD Sales Tax: $0.00 USD Grand total: $1,365.00 USD Payment method: Authorize.Net(Google Pay) Shipping method: Fixed Shipping for$240.00 USD Billing Address Daniel Diviney 151 LODGE AVE HUNTINGTON_STADON,NEW YORK11746 UNJTED STATES 1 � 1 Fire Retardant Sprays,Paints and Coatings-RDR Technolo- gies Go shopping rdrtechnologies.com 1 a pp!!fir• gp i f llj I f r n -WILDING DEFT. TOWN -)F SOL"I'I10I a�rS' r' r c i s is ask. ti o• LOW SHEEN VI"" �+ I ENJC5 SG fl TAM ps WATER BASED' pL D FO FOR WOODAN � + 3 4 Dan & Sue Diviney HVAC Load Calculations for Dan &Sue Diviney 400 Bay Road Greenport, NY 11944 r f �� j� 1�usI1?L�id�iTiAL� �I HVAC I.;OAIDS Prepared By: Allison Starzee Star Mechanical: P.O. Box797 - ` Cutchogue, NY 11935 631-734-6882 Tuesday,September 26,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac Residential.&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Dan&S_ u`e Diviney, Cutcho ue, NY 11935-2130 Page 2 Project Report 77777, General.Pro"ect'I nfor_oration Project Title: Dan &Sue Diviney Designed By: Robert Brown Architect Project Date: Tuesday, September 26, 2023 Client Name: Dan &Sue Diviney Client Address: 400 Bay Road Client City: Greenport, NY 11944 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a. Summer: 83 71 56% 50% 75 30 Check Fi uses Total Building Supply CFM: 1,375 CFM Per Square ft.: 0.632 Square ft. of Room Area: 2,177 Square ft. Per Ton: 565 Volume (ft'): 17,416 Buildin i166ds, Total Heating Required Including Ventilation Air: 63,198 Btuh 63.198 MBH Total Sensible Gain: 33,048 Btuh 72 % Total Latent Gain: 13,156 Btuh 28 % Total Cooling Required Including Ventilation Air: 46,204 Btuh 3.85 Tons (Based On Sensible+ Latent) Notes , Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac-Residential_8,Light Commercial HVAC Load_s Elite Software Development,Inc, Star Mechanical Dan&S_ue Divine Cutcho ue,'NY 11935-2130 Pa e L3 Miscellaneous.Report System 1 First Level-Zone#1 Outdoor Outdoor i; Outdoor Indoor Indoor' Grains Input Data Dry Bulb Wet Bulb ii Rel.Hum Rel.Hum' Dry Bulb- Difference' Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Second Level-Zone#2 Outdoor Outdoor;; Outdoor Indoor Indoor Grains Input Data _ Dry Bulb Wet Bulb ] Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Si7-ing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.00550 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 93 CFM 46 CFM Infiltration Actual: 0.320 AC/hr 0.160 AC/hr Above Grade Volume: X 17,416 Cu.ft. X 17,416 Cu.ft. 5,573 Cu.ft./hr 2,787 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 93 CFM 46 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(52 CFM), Construction: Summer Infiltration Specified: 0.160 AC/hr(26 CFM), Construction: ---System 2-- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(41 CFM), Construction: Summer Infiltration Specified: 0.160 AC/hr(20 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct' Duct Surface From No. Type Description Location Ceiling Leakage- Insulation`si Area [T]MDD 1 Supply Attic 16B 0.12 6 331 No 1 Return Attic 16B 0.12 6 184 No Duct Load Factor Scenarios fors stem 2 e Description Location Ceiling LeakageDuct , Duct', Surface' From' No. T Attic p p Insulation II Area T MDD 1 Supply Attic 16B 0.12 6 257 No 1 Return Attic 16B 0.12 6 143 No C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Dan&Sue Diviney. ,Cutcho ue,ANY 11935-2130 Page 4 Load Preview Report ' Ne ft. Sen La Net Sen HtgSys Clg AcSys Sy Duc Scope To IT. Are Gain Gai Gai Loss CFM :FM CFM size Building 3.86 565 2,177 33,046 13,156 46,204 63,198 781! 1,375 1,375 System 1 1.71 718 1,226 15,258 5216 20474 32,224 3961MI 62Z 9x1 Supply Duct Latent 321' 321' Return Duct 1,608 360 1,969 1,793 Zone 1 1,226 13,650 4,535 18,185 30,431 396 622' 9x1 190 9-Bedroom Walk In Closet _ - 295 3,28Z 1,133- 4,420 7,382 96® 150 125: 2-5 M.- 2-610-Great Room 505 4,509 1,174 5,683 11,001 43 1 205 2-6 11-Kitchen 236 3,117 1,122 4,239 6,562 85® 142; 2-6 System 2 2.14 444 951 17,790 7,940 25,731 30,974 3851MI 753 10x1 Supply Duct Latent 243 243 Return Duct 1265 280 1,545 1,408 Zone 2 951, 16,526 7,417 23,943 29,566 385'' 753I 10xl 1-Guest Bath 44 1,955 1,036 2,991 2,583 34, 89 1-6 2-Laundry 44 1,827 1,036 2,863 2,308 30 83' 1-6 3-Family Room 254 2,923 1,085 4,008 6,306 82 133 2-5 4-Bath 2-Walk In Closet 144: 2,410 1,063 3,473 4,455 58 110 1-7 5-Bedroom 4 130 2,293 1,060 3,353 4,009, 52® 104- 1-6 6-Bedroom-3 153 2,441 1,066 3,507 4,603 60= 111 2-5 7-Bedroom 2 182 2,676 1,071 3,747 5,302 69.M 122 2-5 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvae-Residential&Light Commercial HNAC Loads Elite Software Development,Inc. Star'Me_chanical , _ Dan&Sue Divine Cutcho ue, NY 11935-2130 "fir' Pa e 5 •Duct-Size Preview Room or Source Mini mu Maximu Rough Desig SP Du c Duc Htg Clg Act. Duct Reg Duct Name Veloci Veloci Facto L/10 Loss Veloci Len Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 8-Bath 1/Walk In Closet Built-In 0 750 0.0055 0.1 457.1 71; 12 125 2-5! 9-Bedroom 1 Built-In 0 750 0.0055 0.1 381.4 96 15 150 2-6 10-Great Room Built-In 0 750 0.0055 0.1 523.2 143 20 205; 2-6 11-Kitchen Built-in 0. 750 0.0055 0.1 361.7 85 14 14Z 2-6 Other Ducts in System 1 Supply Main Trunk Built-In 0, 900, 0.0003 0.1 829.3 396 62 Ia 622 9x12 System 2 Supply Runouts Zone 2 1-Guest Bath 'Built-In 0' 750' 0.0055 0.1 453.8 34® 89; 1-6 2-Laundry .Built-In 0 750' 0.0055 0.1 424.1 30'® 83' 1-6, 3-Family Room Built-In 0 750 0.0055 0.1 488.4 82 13 133' 2- 4-Bath 2-Walk In Closet Built-In 0 750' 0.0055 0.1 410.9 58, 11 110 1-7 5-Bedroom4 Built-In 0 750: 0.0055 0.1 532.2 52 104 1-6, 6-Bedroom 3 Built-In 0 750 0.0055 0.1 407.8 60 11 111 2-5 7-Bedroom 2 Built-In 0 750 0.0055 0.1' 447.1 69'®1 122 2-5, Other Ducts in System 2 Supply Main Trunk Built-In 0 900, 0.0003 0.1 834.1 385 75 753' 10x13 Summary System 1 Heating Flow: 396 Cooling Flow: 622 System 2 Heating Flow: 385 Cooling Flow: 753 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Evac-Residential&Light Commercial HVAC Loads Elite_ Sottwa_re Development,Inc. Star Mechanical _ Dan_ &_Sue Diviney tcho�ue,NY 11935-2130 Pa e 6 Total-Building Summary-Loads Component Area Sen Lat >,Sen Total Descrnptiorr 'Quan Loss, ` Gain' , Gain Gain' 1 D-cv-o: Glazing-Double pane, operable window, clear, 181 6,189 0 2,779 2,779 vinyl frame, U-value 0.57, SHGC 0.56 11A: Door-Wood-Hollow Core, U-value 0.47 210 5,923 0 1,877 1,877 11 F: Door-Wood-Solid Core With Metal Storm, U-value 49 824 0 260 260 0.28 12B-6sw: Wall-Frame, R-11 insulation in 2 x 4 stud 4314.7 16,568 0 2,290 2,290 cavity, R-6 board insulation, siding finish,wood studs, U-value 0.064 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 1994.9 5,863 0 4,203 4,203 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 16BR-19: Roof/Ceiling-Under Attic with Insulation on Attic 182 535 0 383 383 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic with Radiant Barrier,Any Roofing Material,Any Roof Color, R-19 insulation, U- value 0.049 20P-19-c: Floor-Over open crawl space or garage, 2176.9 6,531 0 326 326 Passive, R-19 blanket insulation, carpet covering, U- _ value 0.05 - --- - - -- --- ---- --- Subtotals for structure: 42,433 0 12,118 12,118 People: 55 11,000 12,650 23,650 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 14,651 1,204 7,874 9,078 Infiltration:Winter CFM: 93, Summer CFM:46 6,114 952 406 1,358 _Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 63,198 13,156 .33,048 46,204 Check Fi tires Total Building Supply CFM: 1,375 CFM Per Square ft.: 0.632 Square ft. of Room Area: 2,177 Square ft. Per Ton: 565 Volume (f'): 17,416 Buildin. Loads, Total Heating Re uired including Ventilation Air: 63,1~98 Btuh 63.198 MBH Total Sensible Gain: 33,048 Btuh 72 % Total Latent Gain: 13,156 Btuh 28 % Total Cooling Required Including Ventilation Air: 46,204 Btuh 3.85 Tons(Based On Sensible+ Latent) 1.Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac-Residential&Light Commercial,HVAC Loads _ Elite Software Development,Inca S 'Mechanical _ NO _ Dam&Sue Divine tar y Cutcho ue,NY 11935-2130 Pa e,7 Building Pie Chat Floor 10% Infiltration 10% Roof 10% Ductwork 23% Building Loss 63,198 Btuh Wall 26% Door 11% Glass 10% Floor 1% Infiltration 3% Roof 10% Wall 5% Ductwork 20% Glass 6% Building Door 5% Gain 46,204 Btuh People 51% C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Commercial HVAC Loads Elite Software Development,Inc. Rhvac-Residential&Light Commer p Star Mechanical _ t_ Dan&'Sue Divine ,Cutcho ue,NY 11935-2130, Pa de 8 Detailed,Room Loads Room 8..= Bath 1/Walk In Closet (Average Load Proceddre) General771 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 14.6 ft. Zone Number: 1 Area: 189.6 sq.ft. Supply Air: 125 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 1,517 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 0 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.141 in.wg./100 ft. Actual Summer Infil.: 5 CFM (tern Area U , Htg Sen Clg Lat �.Sen Description ' Quantity ° '.Value `�'�•HTM.,'� Lvss � HTM '�� Gain Gain N -Wall-12B-6sw 14.6 X 8 109.2 0.064 3.8 419 0.5 0 58 N -Wall-12B-6sw 13 X 8 79.5 0.064 3.8 305 0.5 0 42 N -Wall-12B-6sw 14.6 X 8 116.7 0.064 3.8 448 0.5 0 62 N-Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 7.5 0.570 34.2 257 15.3 0 115 UP-Ceil-1.6BR-19 13 X 14.6 189.6 0.049 2.9 557 2.1 0 399 Floor-20P-19 14.6 X 13 189.6 0.050 3.0 569 0.2 0 28 Subtotals for Structure: 3,645 0 978 Infil.: Win.: 10.4, Sum.: 5.2 441 1.545 682 0.102 106 45 Ductwork: 1,159 563 People: 200 lat/per, 230 sen/per: 5 _ _ _i _ 1,000 1,150 Room Totals: 5,486 1,106 2,736 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac-Residential&Light,Commercial HVAC Loads Elite Software Development,Inca Star Mechanical _ ban&Sue Divine y Cutcho ue,NY 11936-2130 _ - Page-9 Detaileal Roorir Loads°=•Room 9 `-",Bedroom 9 (Avera a -''oad Procedure) General. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.1 ft. System Number: 1 Room Width: 19.6 ft. Zone Number: 1 Area: 295.4 sq.ft. Supply Air: 150 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 2,363 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 381 ft./min. Percent of Supply: 0 % Runout Air Velocity: 381 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.078 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area U Htg Sen Clg Lat ;Sen Description Quantit`` Value ' .y HTM. Loss HTM `Gam;`; Gain N -Wall-12B-6sw 19.6 X 8 140.7 0.064 3.8 540 0.5 0 75 N-Wall-12B-6sw 15.1 X 8 96.2 0.064 3.8 369 0.5 0 51 N -Wall-12B-6sw 19.6 X 8 156.7 0.064 3.8 602 0.5 0 83 N-Wall-12B-6sw 15.1 X 8 120.7 0.064 3.8 463 0.5 0 64 N-Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-16BR-19 15.1 X 19.6 295.4 0.049 2.9 868 2.1 0 622 Floor-20P-19 19.6 X 15.1 295.4 0.050 _ 3.0 886 _ 0.2 _0 44 Subtotals for Structure: 4,966 0 1,404 Infil.: Win.: 13.0, Sum.: 6.5 555 1.545 857 0.103 133 57 Ductwork: 1,559 676 People: 200 lat/per, 230 sen/per: 5 T_ _1,000 1,150 Room Totals: 7,382 1,133 3,287 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Stara Mechanical _ Dan&Sue.Divme Cutcho ue,NY 1 1935-21:j "` Page 10 Detailed Room;Loads,-Room :.;Great Room (A.verage:Load Procedure) General_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.7 ft. System Number: 1 Room Width: 25.7 ft. Zone Number: 1 Area: 504.8 sq.ft. Supply Air: 205 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 4,038 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 0 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item:` Area U Htg Sen Clg Lat Sen `Descriptioh'` Qiaantit' Value ' ` HTM . Loss HTM " Gain"' Gain' N-Wall-12B-6sw 25.7 X 8 157.3 0.064 3.8 604 0.5 0 84 N-Wall-12B-6sw 19.7 X 8 157.3 0.064 3.8 604 0.5 0 84 N -Wall-12B-6sw 25.7 X 8 180.8 0.064 3.8 694 0.5 0 96 N-Wall-12B-6sw 19.7 X 8 157.3 0.064 3.8 604 0.5 0 84 N -Door-11 F 3.5 X 7 24.5 0.280 16.8 412 5.3 0 130 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 19.7 X 25.7 504.8 0.049 2.9 1,484 2.1 0 1,064 Floor-20P-19 25.7 X_19.7 _ 504.8 0.05_0 3.0 1,514 0.2 0 76 Subtotals for Structure: 7,557 0 2,356 Infil.: Win.: 17.0, Sum.: 8.5 725 1.545 1,121 0.103 174 75 Ductwork: 2,323 928 People_200 lat/per, 230 sen/per: _ 5 _ 1,000 1,150 Room Totals: 11,001 1,174 4,509 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Dev opmen t Inc. iin C Star oe ea NY'11�935 2130t Commercial VHVAC Loads. '_ Elite Software Dan&S e D Ve e 11 Detailed Room Loads Room 41 Kitchen:(Average Load Procedure) General :, xr > r Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 19.7 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 236.0 sq.ft. Supply Air: 142 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 1,888 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 362 ft./min. Percent of Supply: 0 % Runout Air Velocity: 362 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.070 in.wg./100 ft. Actual Summer Infil.: 6 CFM Items , zSen:' Y kin _$ 'k eF t 4 sHtg `'t`1 Description%', , "& ��" `" Y",sA ""•Quantitgy ,Value"' ` �HTM` '? .Loss � * HTIVI Gains`-`r_ Gain" N -Wall-12B-6sw 12 X 8 72 0.064 3.8 276 0.5 0 38 N -Wall-12B-6sw 19.7 X 8 132.8 0.064 3.8 510 0.5 0 71 N-Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N -Wall-12B-6sw 19.7 X 8 157.3 0.064 3.8 604 0.5 0 84 N -Door-11 F 3.5 X 7 24.5 0.280 16.8 412 5.3 0 130 N -Gls-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 N -GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 UP-Ceil-1 6BR-1 9 19.7 X 12 236 0.049 2.9 694 2.1 0 497 Floor-20P-19 12 X 19.7 _ _ __ 236 0.050 3.0 708 0.2 0 35 Subtotals for Structure: _ 4,393 0 1,274 Infil.: Win'.: 11.9, Sum.: 5.9 507 1.545 783 0.103 122 52 Ductwork.' 1,386 641 People: 200 lat/_per, 230 sen_/per: _ _ _5 _ _ _ _ _ _ _ _ _ _ 1,000 _ 1,150 Room Totals 6,562 1,122 3,117 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential,&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Dan'&Sue Divine .Cutcho"ue,NY 119.35-2130 Pa6 e'12 Deta leal Room-Loads Room 1,'- Guest Bath;(Average-Load Procedure) General s, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.5 ft. System Number: 2 Room Width: 8.0 ft. Zone Number: 2 Area: 44.0 sq.ft. Supply Air: 89 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 15.2 AC/hr Volume: 352 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 89 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 454 ft./min. Percent of Supply: 0 % Runout Air Velocity: 454 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.109 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item y Area U Ht11 en Clg Lat ;Sen Description'` "'" _ Quantif` Value HTM . Loss HTM Gain:4 =Gain N -Wall-12B-6sw 8 X 8 56.5 0.064 3.8 217 0.5 0 30 N -Wall-12B-6sw 5.5 X 8 19.5 0.064 3.8 75 0.5 0 10 N -Wall-12B-6sw 8 X 8 64 0.064 3.8 246 0.5 0 34 . N-Wall-12B-6sw 5.5 X 8 44 0.064 3.8 169 0.5 0 23 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N -GIs-1 D-cv-o shgc-0.56 100%S 7.5 0.570 34.2 257 15.3 0 115 UP-Ceil-1 6BR-1 9 5.5 X 8 44 0.049 2.9 129 2.1 0 93 Floor-20P-19 8 X 5.5 44 0.050 3.0 132 0.2 0 7 Subtotals for Structure: 1,916 0 531 Infil.:Win.: 3.5, Sum.: 1.7 216 1.056 228 0.069 36 15 Ductwork: 439 259 People_200 lat/per,.230 sen_/per: _ _ _ 5 __- 1,000 1,150 Room Totals: 2,583 1,036 1,955 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM r Rhvac Residential&Light Commercial HVAC Loads Elft Software Development,Inc. 5tar Mechanical Dan&Sue Divine Cutcho ue,.NY 11935-2130 ' L _ "'Page 13 Detailed'Room Loads.-:Room 52 Laundry'(Average'Load Procedure) General '' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.5 ft. System Number: 2 Room Width: 8.0 ft. Zone Number: 2 Area: 44.0 sq.ft. Supply Air: 83 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 14.2 AC/hr Volume: 352 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 83 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 424 ft./min. Percent of Supply: 0 % Runout Air Velocity: 424 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.096 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item t '� Area U Htg Sen Clg Lat; Sen: Desc`nption' Quantity Value" "HTM" ' Loss HTM Gaim.' "Gain N-Wall=1213-6sw 8 X 8 39.5 0.064 3.8 152 0.5 0 21 N -Wall-1213-6sw 5.5 X 8 44 0.064 3.8 169 0.5 0 23 N-Wall-1213-6sw 8 X 8 64 0.064 3.8 246 0.5 0 34 N-Wall-12B-6sw 5.5 X 8 44 0.064 3.8 169 0.5 0 23 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 UP-Ceil-16BR-19 5.5 X 8 44 0.049 2.9 129 2.1 0 93 Floor-20P-19 8 X 5.5 44 0.050 3.0 132 0.2 0 7 Subtotals for Structure: i 1,688 0 420 Infil.: Win.: 3.5, Sum.: 1.7 216 1.056 228 0.069 36 15 Ductwork: 392 242 People: 200 lat/per, 230 sen/per: 5 __ _ 1,000 1,150 Room Totals: 2,308 1,036 1,827 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 4 Dan&Sue Divine Cutci o ue,NY 11935-2130. W Pa a 14 Detailed Room Loads - Room 3:1- F6in#y,.'0 (A;verage Load Procedure) 'General'` Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.2 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 2 Area: 254.3 sq.ft. Supply Air: 133 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,035 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 0 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.161 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area U r Htg Sen Clg ti Lat Y Sen' Descnptlon ° ' r QuaQtit ""Value` `-HTM r°y-.Loss " ^Yt, HTM ` : = Gain Gain N-Wall-12B-6sw 14 X 8 92 0.064 3.8 353 0.5 0 49 N-Wall-12B-6sw 18.2 X 8 120.8 0.064 3.8 464 0.5 0 64 N -Wall-12B-6sw 14 X 8 112 0.064 3.8 430 0.5 0 59 N -Wall-12B-6sw 18.2 X 8 145.3 0.064 3.8 558 0.5 0 77 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N -GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 U P-Ceil-1 6BR-1 9 18.2 X 14 254.3 0.049 2.9 748 2.1 0 536 Floor-20P-19 14 X 18.2 254.8 0.050_ 3.0 _ 763 0.2 0 38 Subtotals for Structure: 4,691 0 1,349 Infil.: Win.: 8.3, Sum.: 4.1 515 1.057 1 544 0.070 85 36 Ductwork: 1,071 388 PeopleJ200 lat/per, 230 sen/per: ` _^ 5 _ 1,000 _1,150 Room Totals: 6,306 1,085 2,923 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential&Light Commercial HVA_C Loads Elite Software Development,Inc. Star Mechanical _ Dan&Sue Diviney Cutcho ue, NY 11935-2180 Page 15 Detailed Room-Loads Room 4 - Bath 2'-.,Walk In Closet (Average Load'Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 2 Area: 144.0 sq.ft. Supply Air: 110 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 1,152 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 110 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 411 ft./min. Percent of Supply: 0 % Runout Air Velocity: 411 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 3 CFM ,,.,..tr Area ,� U , Htg kh "tSen; ', CIgF t Lat `: x t8en, Descri tion ' ".•'Quantit' � :Value`' '"' kTM .�' Lgss " �HTI1ll �. Gains''�` Gain; N-Wall-12B-6sw 12 X 8 84 0.064 3.8 323 0.5 0 45 N -Wall-12B-6sw 12'X 8 71.5 0.064 3.8 275 0.5 0 38 N -Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N-Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N-Door-1 IA 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 UP-Ceil-1 6BR-1 9 12 X 12 144 0.049 2.9 423 2.1 0 303 Floor-20P-19 12 X 12 _ 144 _ _0.050_ _ 3._0_ 432_ 0.2 0 22 Subtotals for Structure: 3,292 0 913 Infil.:Win.: 6.2, Sum.: 3.1 384 1.057 406 0.070 63 27 Ductwork: 757 320 People: 200 lat/per, 230 sen/per. _ _ 5 _ 1,000_ 1,150 Room Totals: 4,455 1,063 2,410 C:\Users\admin\Downloads\Chusano- Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM c=Residential,&Light Commercial HVAC Loads Elite Software Development,Inc. Rhga _ p Star Mechanical Dan&Sue Diviney Cutcho ue,NY 41935-2130 _ Pacie 16 Detailed Room. Loads - Room 5 Bedroom 4 (Average Load;Procedure) General ; Calculation,::.., Mode: Htg. &c1g. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 10.8 ft. Zone Number: 2 Area: 130.0 sq.ft. Supply Air: 104 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.0 AC/hr Volume: 1,040 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 532 ft./min. Percent of Supply: 0 % Runout Air Velocity: 532 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.149 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item` Area_ U ��:Htg f Sen Clg Lat .` :Sen Descrlptlon�° �" ,Q_ uaritit `Value.': �,HTM. . Loss HTM � Galn,= Gain' N -Wall-12B-6sw 10.8 X 8 72.7 0.064 3.8 279 0.5 0 39 N-Wall-12B-6sw 12 X 8 82 0.064 3.8 315 0.5 0 44 N-Wall-12B-6sw 10.8 X 8 86.7 0.064 3.8 333 0.5 0 46 N -Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N -Door-I1A 3.5 X 4 14 0.470 28.2 395 8.9 0 125 N -GIs-1 D-cv-o shgc-0.56 100%S 14 0.570 34.2 479 15.4 0 215 UP-Ceil-16BR-19 12 X 10.8 130 0.049 2.9 382 2.1 0 274 Floor-_20P_-19 10.8 X 12 130 0.050 3.0 390 0.2 0 19 Subtotals for Structure: ----_---------_-�-----T�_.__-_�-_---� 2,942 ----- -- 0 81.3 Infil.:Win.: 5.9, Sum.: 2.9 365 1.057 386 0.071 60 26 Ductwork: 681 304 People: 200 lamer, 230 sen/per__ 5_ _ _ _ 1,000 1,150 Room Totals: 4,009 1,060 2,293 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential&LighfCommercial HVAC Loads Elite Software.Development,Inc. Mechanical _ Dan&Sue Diviney Star Cutcho ue,.NY 11935-2130 Page 17 ;Detailed Room Laads Roorn 6:- Bedroom.�3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 10.9 ft. Zone Number: 2 Area: 152.8 sq.ft. Supply Air: 111 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.5 AC/hr Volume: 1,223 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 56 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 408 ft./min. Percent of Supply: 0 % Runout Air Velocity: 408 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.113 in.wg./100 ft. Actual Summer Infil.: 3 CFM Area j,g Htg Sen Clg fiSen Description' ' t "' - ' <<``. Quaritity _wValue~" HTM '> ° Loss r HTIVI v G.ain _� `Gain" N -Wall-12B-6sw 10.9 X 8 75.3 0.064 3.8 289 0.5 0 40 N -Wall-12B-6sw 14 X 8 87.5 0.064 3.8 336 0.5 0 46 N -Wall-12B-6sw 10.9 X 8 87.3 0.064 3.8 335 0.5 0 46 N -Wall-12B-6sw 14 X 8 112 0.064 3.8 430 0.5 0 59 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 UP-Ceil-1 6BR-1 9 14 X 10.9 152.8 0.049 2.9 449 2.1 0 322 Floor-20P-19 10.9 X 14 _ _ _ 152.8 0.050 3.0 459 0.2 0 23 Subtotals for Structure: 3,399 0 939 Infil.:Win.: 6.4, Sum.: 3.2 399 1.059 422 0.070 66 28 Ductwork: 782 324 People: 200 lat/per, 230 sen/per: _ _ 5 _ _ _____TT 1,000 1,150 Room Totals: 4,603 1,066 2,441 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. • Star Mechanical Dan&Sue Diviney Cutcho ue, NY 11935-2130 " P-a a 18 Detailed Room Loads - Room 7= Bedroom 2 Average Load Procedure) -General :� t Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 182.0 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,456 cu.ft. Req.Vent. Cig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 447 ft./min. Percent of Supply: 0 % Runout Air Velocity: 447 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.135 in.wg./100 ft. Actual Summer Infil.: 3 CFM [Ite'm«y, s} fi Y 9 x x4 r t i �r� S*v U i ti a°gip�♦ 9� tr 1.; tr n ia�;S1, a yM Y+ +a y7' C Area r 1 �., ��%4y p� Ihbldl tg as S 3 k '� ti�f ' b nd 'rk ' 3' cF �� E saw: u+'� ? r yg � � w Descn tion. fi ,� ,tip ,:rt„ „QuantifM Value HTM , x Loss , HTM f , -F Gam Game. N -Wall-12B-6sw 13 X 8 84 0.064 3.8 323 0.5 0 45 N -Wall-12B-6sw 14 X 8 87.5 0.064 3.8 336 0.5 0 46 N -Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-12B-6sw 14 X 8 112 0.064 3.8 430 0.5 0 59 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 UP-Ceil-1 6BR-1 9 14 X 13 182 0.049 2.9 535 2.1 0 383 Floor-20P-19 13 X 14 182 0.050 3.0 546 0.2 0 27 Subtotals for Structure: ` 3,944 0 1,141 Infil.: Win.: 6.9, Sum.: 3.5 432 1.058 457 0.069 71 30 Ductwork: 901 355 People: 200 lat/per, 230 sen/per.____^ 5 _ _ 1,000 1,150 Room Totals: 5,302 1,071 2,676 C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac Residential.&Light Co mmercial HVAC Loads Elite.Softuvare Development,Inc. StarMechanical t_r Dan'&Sue Divine Y I'Cuichog'u'e,"NY 11936-2130 Page 19 System•1 Room Load Surnrnary,'' Htg Min. Run Run Clg,r•" Clg Min Acf, Room Area "f Sens Htg . , " Duct Duct Sens; Lat Clg • Sys No'•Name- SF Btuh CFM Sizef Vei Btuh Btuh CFM CFM _ _ . ---Zone 1-- 8 Bath 1/Walk In' 190 5,486 71 2-5 457 2,736 1,106 125 125 Closet 9 Bedroom 1 295 7,382 96 2-6 381 3,287 1,133 150 150 10 Great Room 505 11,001 143 2-6 523 4,509 1,174 205 205 11_Kitc_hen _ 236 6,562 85 2-6 362 3,117 1,122 142 142 Duct Latent 321 Return Duct 1,793 _ _ 1,608 360 __ _System 1 total 1,226 32,224 396 _ _ 15,258 _ 5,216 _ 622 _622 System 1 Main Trunk Size: 9x12 in. Velocity: 829 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling' Sensible/Latent , . Sensible Latent Total Tons Split :Btuh; Btuh Btuh Net Required: 1.71 75%/25% 15,258 5,216 20,474 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM Rhvac-Residential_&Light Commercial HVAC.Loads Elite Software Development,Inc. `Star Mechanical Dane&Sue Diviney Cutcho ue,NY'11935-2130 -' Pace 20 System 2 Room Load,Summary Run Clg CI Mi Act Htg -Min,,,,.-' Run g m Room; Area Sens Htg Duct; ' Duct Sens La Clg __ _ Sys z No Name aSF Btuh.; CFM Size; Vel s Btuh ,Btuh CFM CFM ---Zone 2 1 Guest Bath 44 2,583 34 1-6 454 1,955 1,036 89 89 2 Laundry 44 2,308 30 1-6 424 1,827 1,036 83 83 3 Family Room 254 6,306 82 2-5 488 2,923 1,085 133 133 4 Bath 2-Walk In 144 4,455 58 1-7 411 2,410 1,063 110 110 Closet 5 Bedroom 4 130 4,009 52 1-6 532 2,293 1,060 104 104 6 Bedroom 3 153 4,603 60 2-5 408 2,441 1,066 111 111 7 Bedroom 2 182 5,302 69 2-5 447 2,676 1,071 122 122 Duct Latent 243 _ Return Duct _ 1,408 _ 1,265 280 System 2 total 951 30,974 385_ _ _ 17,790 7,940 753 753 System 2 Main Trunk Size: 10x13 in. Velocity: 834 ft./min Loss per 100 ft.: 0.095 in.wg Cooling System Summary. Cooling a ".4 Sersible/Latent r" Serisable LatentTotah' Tons, Split Btuh Btuh` Btuh Net Required: 2.14 69%/31% 17,790 7,940 25,731 Equi ment'Data Heatinq System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Chusano-Diviney.rh9 Tuesday, September 26, 2023, 12:03 PM r ME 'v i b74 Al t .....t . z, � r i ,4�-+�,g!!^•w '" -�� y "asv r�+F "'X'�..s'r'd.�.`;t � it°��'� ,e ,�, cb r•��'"'�y�y,�w's'� r*i• `z..�.� �,,r�,?•'"�`�` 1. 'zrJJ r r.•ts. ..r/ r_yrr'"� P i-•�� ." - — •yy -� � -..:�,.. - 3•.9�� ^"' � y- �ro�. _,�-•`/ `�✓� '� '�ter..-`^ YErc �'�.�-_!•� � �C'�,�..a+a'�� ,y'^ \1�+- " r'- ' - - _.,•. _ _ _ - ,,, +�:. 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F,y / �2?fib°'-'.-->_. .,r f �. ., � r "'' =�,•ve�. T w_ Jam: _ I • F _ w ' a {f 7 r. r t ] f z a ;ram YY � r Y i 3 3 S i 3 1 i , ,1 �..r... I� _n 1 � "'n✓ 'c >-. . I I i� t a . r •L, `�� ,.\ter - ` ��, �"."'.`^'�-.... �'o�: q y AI ML Otis,, .......... 8 w +i- i m W7 r' a&�'�p �� `� " �'R`�+�s x �- �* h ?� 'i s��'i* i. � � +' �,.� •��';, °. .... ,,h �i,'f � . _ • • .- - ,pro ` _. -'4 c sE.Lrmuwa /1 r��rlvK a 3�g�Ai•:.M wr1 _. l• +' j sl4 ' � r_� t•�= iyv" O�X'r? j <�. off' ' nmt It i kL 9, f -r Y7- ' •.,,1"%"' '"` �T$. - m a,i* P�•11 a- S+. •��Y ��7 •'S.. ... - r 4 o Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info@ribrownarchitect.com n �: 631-477-9752 U I �, SEF 1 2023 September 11, 2023 BUII.DINGDM. Amanda Nunemaker TON17N CX S01)'! ' *LD Town of Southold Building Department Southold, NY 11971 Re: Diviney Residence 400 Bay Road Greenport, NY Dear Ms. Nunemaker, This letter is to certify that there is no natural gas service to the above referenced property. The contractor (Michael Chuisano, Build Like Mike, Inc.) has requested that the electrical service not be disconnected, as he intends to use the existing electrical service during demolition and construction. If you have any questions, or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, O 0 :�h, N w lyirS Robert Brown, A.I.A. � 1634A OF N- v . 01 ilk . ►n'- 10 ? I� 1 � i • 11 r �. e M �1ffat o �v TOWN OF SOUTHOLD—BUILDING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 b=s://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. qq3 66 Building Inspector: JUL 2 7 2023 Applications and forms must be filled out in their,entirety Incomplete applications will not be accepted Where the Applicant is no t the owner,an BUILDING DEPT. Owner's�Atthorizat�on form{Page 2)shall be comp{eted '{ �,4' :; �` TO��;,g �d��'&yi'°:I ,,s' v -a ,.•v�; Date:6/21/2023 OWNERS)OF PROPERTY Name: DAN & 'SUE DIVINEY scTM#l000-43.-5-8 Project Address:400 BAY ROAD, GREENPORT, NY Phone#:Sue: 516-384-0456 Dan 516 456-0866 Email SUEDIV@HOTMAIL COM Mailing Address: CONTACT PERSON = t ; r � Name KAREN SZCZOTKA, AGENT Mailing Address:205 BAY AVE., GREENPORT, NY 11944 Phone# 631 477 9752 ..-..-'',. ...TEmail KAREN, RIBROWNARCHITECT..COM DESIGN PROFESSIONALINFORNIATION , - Name:ROBERT I. BROWN A.I.A. Mailing Address 205 BAY AVE.,GREENPORT, NY 11944 Phone# 631 477 9752 Email ROB@RIBROWNARCHITECT COM CONTRACTOR INFORMATION Name: TBD Mailing Address: Phone#: Email: ti a s DESCRIPTION OF^PROPOSED CONSTRUCTION 8 New Structure ❑Addition ❑Alteration ❑Rep6ir ❑Demolition Estimated Cost of Project: ❑Other $1,900,000.00 Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes El No 1 } s � # i4,% PROPERTY II4FPRMATION; Existing use of property: Intended use of property: ` Zone or use district in which premiseg is situat d: Are there any covenants and restrictions with resp t to this property? ❑YesMrNo IF YES, PROVIDE A COPY. Cheek,BoX After Reading The owner/contractorJdes�gn professional�s responsbie for all damage ar►d storm,water issues as provided by; it i . M1 i 2 n Chapter 236 of toe Town Code tAPPurAtIDN IS HEREBY MADE to the euildi Department for the issuance of a Budding Per"mit pursuant to the Buddtrig Zone Ordinance of the Town of Southold;SufFolk,>County,N�w York and other applicable Laws,Ordinances or Regulations,for the{construcrion of buddmgs,„� L add�iaons,alferatians,or for removal or demohtign as harem described The applicant agrees to comply with all applicable laws,ordinances,building code,t ,� housing code and regulations and to admit authorized inspectors�on'premises and n buildmg(s)for neces5arymspec�ions False statements made harem are 1-7 punishable as a Class A misdemeanor pursuant to Section 214 45 of the New York State Penal Law�� ''f, r,,,� ,,,� ' ' E x `,+ r� ,t�" Application Submitted By(print name) �� ➢Authorized Agent Downer .Signature of Applicant: Date. . STATE OF NEW YORK) SS: COUNTY QF ) JeA being duly sworn,,deposes and says that'(s)he is the applicant (Name of ind kidual signing contract)above named, �a (S)he is the y--C-� Gam" (Contrae ' Agent, orporate Officer, etc. of said`owner or owners,and is duly authorized to pe orm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, CYl residing at do by authorize to apply on my bnow Town of Southold Buildi Depa ent for approval as described her inn ner' lg ure Date Print Owner'd Name 2 o�°SUFFo�K�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL 0/ .2 o�- For Office Use Only E ^ E I Ili" f' � PERMIT NO. Building Inspector: APR m 1 .2022 Applications and forms must be filled out in their entirety.Incomplete U applications will not be accepted. Where the Applicant is not the owner,an BUILDING L— Owner's Authorization form(Page 2)shall be completed. 'SOWN OFSOUTHOLD Date:April 5, 2022 OWNER(S)OF PROPERTY: Name:Daniel & Suzanne Diviney SCTM#1000-43-5-8 Physical Address:400 Bay Road, Greenport Phone#: Email:suzanne.s.diviney@ pfizer.com Mailing Address:12 Prospect Street, Apt. 2, Huntington,_ NY 11743 CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Mailing Address:1319 North Sea Road, Southampton, NY 11968 Phone#:631-283-6360 Email:rherrmann @ enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name: Robert I. Brown Architect, P.C. Mailing Address: 205 Bay Avenue, Greenport, NY 11944 Phone#: 631-477-9752 Email: info @ ribrownarchitect.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 4PROPERTY-INFORMATIQN,",, Existing use of property:Residential, 1-farnily dwelLing Intended use of property:,--Sam-, with-new dwelhng& Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 thisproperty? E]YesENo IF YES, PROVIDE A COPY. n 1:64�6_ottlii t6Wn'Coad'.,-APOUCAtION IS I*iEktBViMAbE464hj61di1d_1h '6� hi issuahce-,,6fa B6!ldihg,�p6riiiii'opj�fsuant�tb-the Sul' IfijZonL ap � _1. i A� ,�Ordifiance';`fh '-6thir�o�olicab,lii:Laiks;,P�1!949;e�� gu 'o t eTdWn,bf�South6ldi,,Silff,ol,�i,t-od�t'Vi,.NeW-,Y6rk'an& lation! dernolitlo;h"a"�' I e"ia'wi`s'�'ordinin` 'b ppcp�j� uiIdlngr.coft-,-,�,'_,, F 6ilng,co S e'statdmen�t's"'m�'a'd'e'�he"'rein-arg�,,�,�, deandr"eiguations,and tmadhiit iut brize An�'pead' hisisiiffid 161iulldl rW n esuaht to'Settion;21 "t " *;, ,', 'I'- '..L.:!:. 'Z',`�,�',:4 11 1 * i ' "'k la' 'A d' S of;he 01 �na 1 ,,!�i;ernea or.p!j,.___ Application Submitted By(pri, t!na�m�e)i Robert E. Herrmann NAuthorized Agent DOwner Signature of.Applicant: Date: Aprdl 5, 2022 STATE OF NEW YORK) SS: COUNTY OF Suffolk Robert E. Herrmann, En-Consultants being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he]s the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 5th day of A pril 120 22 Notary-Puok-, KIM H . STEPHENS NOTARY PUBLIC PROPERTY OWNER AUTHORIZATION STATE OF NEW YORK COM-MISSI ON tic - 5015931 (Where the applicant is not the owner) 0 UAL I F I E 0 1 N SUFFOLK COMT EXPIRES AUGUST 2 , M�_ Pro"$154-41A 2- 1,Me,Daniel&Suzanne Diviney residing at Huntington%ation,NY 1174V3 do hereby authorize En-Consultants to apply on our/ my behalf to the Tow f Southold �v�ng Department for approval as described herein. x a4:�� Owner's Sign Date Daniel Diviney x_ Print Owner's Name Suzanne Diviney Date 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 https://w%v�v.soutlioldiowiiiiv.gov Floodplain Development Permit Application --71 PFCIP.ERTY zone:AE 6 36103601 SCTM # 1000-43-05-08 !NFORM Flood FIRM Panel: 76H L Address:400 Bay Road city: Greenport zip: 11944 Phone#:631-477-9752 CONTACT PERSON- Name: Robert Brown Mailing Address:205 Bay Ave. Greenport, NY PROJECT DES^CRIPTION r Demo of existing and construction of new frame single family resident SIECTION-A:STRUCTUM(b �LLO�'.M Y g C -A6 y J * Residential (I to 4 families) rQ New structure * Residential (more than 4 families) R Demolition of existing structure El Combined use El Replacement of existing structure 0 Non-residential 0 Relocation of existing structure El Elevated 0 Addition to existing structure El Flood proofed (attach certification) 11 Alteration to existing structure E] Manufactured Home 0 Other: EI Located on individual lot 0 Located in manufactured home park DML6P` 61if�`('C'-H' XL�.,THATTAPPLY SECTION B. OTHER, El Clearing of trees, vegetation or debris El Mining n Grading 11 Drilling 11 Dredging * Connection to public utilities or services El Paving 11 Placement of fill material * Drainage improvement (including culvert work) 13 Roadway or bridge construction * Fence or wall construction 13 Watercourse alteration (attach description) * Excavation (not related to a structured development) 13 Other development not listed (specify): y,,pign1n&6e oW A�TQY,;Knowlea V h Vs,% i c a t I b 'er an (UC-I,'a-jfd�h�586`j� ny. h ;AZPT ftl pgodpaluiwork,�,m t5sqzUhtII,1�e`fthjViste�11 Yent-,sh ust,-c ssued.ayeveppm % 61, occupied 2 '— 11, , �4a� N� Q =<until a pert of perm s m V s iss 'r d"XiP V :r Uji— "Ap Jo e5,inspections v(P i,'Y itb,-,1601�4uto r Rxep 'q, 2 Application Submitted By (print name): Robert Brown, Architect Signature of Applicant:"' -19-2023 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 9, 2022 TO: Robert Herrmann, En-Consultants (Diviney) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated April 5, 2022: For permit to: Demolish existing dwelling and construct a new single-family dwelling at: Location of property: 400 Bay Road, Greenport,NY County Tax Map No. 1000 - Section 43 Block 5 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 18,500 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The site plan shows the new house to have a front yard setback of 16.5 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Southold"Town l lalI BOARD MEMBERS Leslie Kanes Weisman,Chairperson �t ��E: �U�,c� , 53095 Main Road • P.O. Box 1179 Sr `vr� Southold,NY 1 1 97 1-0959 Patricia Acampora Sa � � Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ?'�+ �� 54375 Main Road (at Youngs Avenue) Nicholas Planamento `� � Southold, NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 20,2022 ZBA F1LE: 47683 NAME OF APPLICANT: Daniel and Suzanne Diviney PROPERTY LOCATION: 400 Bay Road, (Adj. to Gull Pond Inlet), Greenport, SC`TMH 1000-43-5-8 SEORA DET ERMINA'I'[ON: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADNIINISTRATIV_ L CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-l4 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated June 14, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 15,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION; The subject property is a nonconforming 18,500 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 125.00 feet and is adjacent to Bay Road. The easterly property line measures 162.00 feet, the southerly property line measures 128.10 feet and is adjacent and divided by Gull Pond with a wood catwalk connecting bridge to the tidal wetland property which is unbuildable. The westerly property line measures 134.00 fleet. 'The parcel is improved with a one-story framed dwelling with attached two-car garage. There is a small shed located on the cast rear yard and a wood deck attached to the rear of the dwelling as shown on the survey prepared by John T'. Metzger, LS and last dated October 29, 2021. BASIS OF APPLICAT[ON: Request for Variance from Article XXIII, Section 280-124 and the Building Inspector's May 9, 2022,Notice of Disapproval based on an application for a permit to demolish existing dwelling and construct a new single-family dwelling: 1) located less than the code required minimum front yard setback of 35 feet; located at: 400 Bay Road; (Adj. to Gull Pond Inlet), Greenport,NY. SCTM#1000-43-5-8. RELIEF REQUESTED: The applicant requests a variance to demolish an existing dwelling and construct a new single-family dwelling. The proposed construction, on this nonconforming 18,50.0 square foot parcel in the r Page 2, October 20,2022 r#7683, Diviney SCTM No. 1000-43-5-8 Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimurn front yard setback of 35 feet. The Site Plan shows the new house with a front yard setback of 16.5 feet. ADDITIONAL INFORMATION: The existing dwelling was originally constructed prior to 1957, and the 16.5-foot front yard setback was established by a garage addition on the north side of the dwelling that was permitted by the Building Department in 1967 (Certificate of Occupancy No. Z-3029). Front yard setback relief was granted in 1999 for reconstruction of the dwelling located at 100 Bay Road south of the applicants (Case #4695). The Site Plan drawing submitted by Robert I, Brown, Architect, P.C. and dated June 2,2022 shows the plans for the new residence. Two letters of support from neighbors were received by the Board. Although the Site Plan drawing shows what appears to be a third floor, the applicant's architect testified that the space is for attic storage only FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, Other nearby properties have lesser front yard setbacks than what the applicant is proposing at 16.5 feet and 13.2 feet respectively. Many of the older homes in this neighborhood have also been improved over the years to this flood-prone. The subject front yard setback that was established 54 years ago will remain the same relative to Bay Road and will avoid creating any undesirable change to the character of tile surrounding neighborhood. Since the tidal wetlands and tidal waters of Gull Pond have begun to encroach farther to the west, closer to the road, the dwellings are situated increasingly closer to the road. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot has a shallow depth between the road and the tidal wetlands in the rear yard. Creating a more conforming front yard setback for a reasonably sized home comparable in size to others in the neighborhood would encroach further into the wetlands resulting in significant adverse environmental impacts. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 52.86% relief from the code. However, the proposed new home is the same depth as the existing dwelling to be demolished, the existing non-conforming front yard setback will not be decreased, and the current wetlands setback will be increased by four feet. Additionally, other homes in the neighborhood have similar non-conforming front yard setbacks. 4. Town Law U67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed new dwelling will be elevated to FEMA compliant standards and will be setback an additional four feet from the wetlands. Also proposed is the installation of a new Innovative Advanced (I/A OWTS) sanitary system, all of which are environmental improvements. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-15(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is'presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Paige 3,October 20,2022 #7683, Diviney SCTM No. 1000-43-5-8 6. Town Law .§267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new and more energy efficient and FEMA compliant dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. IZESOLUTION OF'ITIr- BOARD: In considering all of the above factors and applying the balancing test under New York "Town Law 267-B, motion was offered by Member Acampora, seconded by Chairperson Weisman, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan Drawings and Architectural Plans (Sheet A3-A9) prepared by Robert I. Brown, Architect, P.C. and dated June 2, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Installation of an Innovative Advanced sanitary systern (I/A OWTS) approved by the Suffolk County Department of Health Services. 2. The Third Floor Attic shall be used for STORAGE only. 3. Southold Town Board of Trustees approval is required. This approvctl shall not be deemed effective until the required conditions have been met. At the discretion of the Board of'Appeals,failure to comply with the above conditions may render this decision null and void y 7liat the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does riot increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and%or a possible denial by the Building Department of a building permit, and may require a new application cind public hearing before the Zoning-Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such cis alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action:does not authorize or condone any current or future use, setback or otherfeciture of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate Page 4, October 20,2022 #7683, Diviney SCTM No. 1000-43-5-8 1 of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Acatnpora, Dantes, Lehnert, Planamento, Lehnert, Chairperson Weisman. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2022 3 ,k^ t BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORKa z r PERMIT NO. 10258 DATE: NOyEMBER_I6„2022 } ; ISSUED TO: DANIEL& SUZANNE DIVINEY am PROPERTY ADDRESS: 400 BAY- ROAD, GREENPORT r , SCTM# 1000-43-5-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November and in consideration of application fee in the sum of$250.00 paid by Daniel•&Suzanne Diyiney.and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and y permits the following; ' Wetland Permit to demolish and remove existing 1,345sq.ft. two-story dwelling with attached deck,and remove existing shed; construct a new two-story,single family dwelling with a .v 1,516sq.ft. footprint and 341sq.ft. attached garage with 39sq.ft. concrete apron,stoop and steps beneath 92sq.ft. front roof overhang, 410sq.ft. deck(with balcony above),and 4'x4.25' steps, 123sq.ft. screened porch (with balcony above),and 41x4.25' steps,and 112sq.ft. second-story deck/balcony; install 112sq.ft. pavers-in-sand patio,41x4' outdoor shower enclosure over gravel w to proposed drainage system),HVAC and buried utilities replace existing concrete (pipedP P g Y )> P g driveway with pervious gravel driveway; remove existing septic system and install new I/A r OWTS sanitary system; install a stormwater drainage system; establish and perpetually ama Y maintain a non-disturbance buffer between the tidal wetlands boundary and the existing edge r of lawn; and establish and maintain a 10-foot wide,aapproximately 800 sf non-turf buffer F landward of the existing edge of lawn,and as depicted on the site plan prepared by Robert 1. Brown Architect,P.C.,last dated November 16,2022; and stamped approved November 16, 2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these ; presents to be subscribed by a majority of the said Board as of the day and year first above written.141 . oe ffl% „ 3 ft w."u.&T b.y f An Glenn Goldsmith, President �0®� so Town Hall Annex ®01 54375 Route 25 A. Nicholas Krupski,Vice President SO P.O. Box 1179 $ Eric Sepenoski ➢ d Southold, New York 11971 Liz Gillooly AW Telephone(631) 765-1892 Elizabeth Peeples :r1h Fax(631) 765-6641 c®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2196 C Date: November 8, 2024 THIS CERTIFIES that the demolition and removal of existing_1 345sq ft two-story dwelling with attached deck and removal of existing shed,• construction of a new two-story, single family dwelling with a 1 516sq_ft footprint and 341sq ft attached garage with 39sq ft concrete apron stoop and steps beneath 92sq ft front roof overhang 410sq ft deck(with balcony above) and 4'x4.25' steps, 123sg.ft. screened porch(with balcony above), and 4'x4 25' steps and 112sq ft second-story deck/balcony; installation of 112sg ft pavers-in-sand patio 4'x4' outdoor shower enclosure over gravel(piped to proposed drainage system),HVAC and buried utilities replacement of existing concrete driveway with pervious gravel driveway; removal of existing septic system and installation of new I/A OWTS sanitary system; installation of a stormwater drainage system; establishment and perpetual maintenance of a non- disturbance buffer between the tidal wetlands boundary and the existing edge of lawn; and establishment and maintenance of a 10-foot wide approximately 800 sf non-turf buffer landward of the existing edge of lawn; and the as-built 5'2"x22' pad to house a generator and HVAC units located against the garage, At 400 Bay Avenue, Greenport' Suffolk County Tax Map#1000-43-5-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 30, 2022 pursuant to which Trustees Wetland Permit#10258 Dated November 16,2022,was issued and Amended May 15,2024 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing 1 345sq ft two story dwelling with attached deck and removal of existing shed,• construction of a new two story single family dwelling;with a 1 516sq ft footprint and 341sq ft attached garage with 39sg.ft. concrete apron stoop and steps beneath 92sq ft front roof overhang_410sq ft. deck(with balcony above), and 4'x4 25' steps 123sq.ft. screened porch(with balcony above) and 4'x4.25' steps and 112sg.ft. second story deck/balcony; installation of 112sq ft pavers-in-sand patio 4'x4' outdoor,shower enclosure over gravel(piped to proposed drainage system) HVAC and buried utilities replacement of existing concrete driveway with pervious gravel driveway• removal of existing septic system and installation of new I/A OWTS sanitary system; installation of a stormwater drainage system; establishment and perpetual maintenance of a non-disturbance buffer between the tidal wetlands boundary and the existing edge of lawn,• and establishment and maintenance of a 10-foot wide approximately 800 sf non-turf buffer landward of the existing edge of lawn; and the as-built 5'2"x22'pad to house a generator and HVAC units located against the garage. The certificate is issued to DANIEL& SUZANNE DIVINEY owners of the aforesaid property. 4 7 Authorized Signature ? 0 , t� t` `cvrtt�ct ' A .c ? tv �i�c `4 1 1' .it ie<< �nvlroii`ii enfd, + s tvv OWL-atete- E de 'er t tfii6e=AgdsFacility tt forgnat Powit IswO`poi 'SO! 1VTN Y DIVINE. PROPER1,Y`.. VANrLL'OIVM Y, 40,O'B AY RD G'RFLNT QtU NY 11,974 I+a6lity AppJic;#j0'Coota'cr;, CN��QNSUL'T"AN�`S� 13'1'9:N4',SLA°RD , SC)1J'T'I lA1vTP "OIY, T�ficility-L�.eAtion ; »inc l ty'Pr' nc g41!% eareni e.P"fit �I*IXTM�E 222, NX�'IYI N 4554 �44 Latitdde., l°0G;'29:3" 'Lgngik*-, '710 11045" Autho •fixed Activity: 'Keplove'e,48 is g d-welluag and''ossacboted sttuctores. °Construpt tlevv single.fiinlaly :d.��U%r�,g�d�cic�,�timol�ed°gal�ge, and,'�,ravo'i;:,dx�vew�y ��nst�l� I�ncavativelt�ltein�►tTve Qiasate Wastewater T`t e� nent Sy:tent°(IIA rQ` 'T ,stab��sl © Ya to oget to 'o� di iutb, t� .e liu ee IQrig idaL wq i d' :boundary.ai d establi a 'w:c11 gatli tilirougt bu y.Ali or �g r Vie;dons fig icl acopt ,10"vntt t , `atttleled"iilans stai�p�d�'"N��,SD�G��I�areved`, �'errtt�t A:uthoiriza.tio�ns, Tidal WetLnnds,-,U-ndor Airtido 2.r5 h PoxiTat Jai4138�.04W/00444' _ W. 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Alk ' IYC'�?V�iX4l `S't'Axe;Aft'�4-ATM N"p- �i'�Nk'�►�Q1'��'A�%t�lal'r� [�a%ility.11tiC:tU tR48=4 893,' 4 X' Oai Vt!etlanc 'Covcuarit The pemtttee sllall`incorjotate tlae attaGiada,Ctvenant(or*siraarlar Departmeri apptoved,la ar ;e .tc� tl e deed'tor the,prapexty,wiaere th pcaji�ct le it with the Glexl 'ot'SUF Cll�i drift-ty,tivatl�aia 3Qj`days t� the:effect�vc late Q tla�s yp ��n"it.: 'g iaa5,tie d covet arlt h111 run.with ctlSand>rxato;perpetdityt, A �opy'�oi"tla�=govenai ted cieeci cir,t�tlxe�tacaeiitttble: . proof oyeevrd,alon, wilt t� tt?ur7ikiel asi' �aed t ti�ts: rrr ► t shall be subtiaitted'v��lh.it1.'Q=days t oEth , efteotiuc of tla s erxritto date .�1Ylaruae. abttttt.Qtolecxioia; 1 Y�OEQ Regloh 1.Headquarters, SUNS'` +: to11y 13�'Qca1 �5Q Circle[Zd, StotiygroalS;;N;X1.179,Q 7309f -Attu•.Cpmolianco s Nrallibition okod kar l 40'ag Birds o pfote t n6st��a;g�sho�elairds, in iiidi'n tiare t iecl:wadiQL. endangered.s eci:s,np �egirlat d �Ltivitte rnayfo 'currbetwe�n;A,PitF.l'and ti �tst 31;'ilis<litsiv ;cif any° c.aleurlar:year. 6 C:oncrete Leaetiate Durtrg eoasfri�tefrct n9°wet dr tr�esla.cotacretgor l;etcl?ato slaal.l ke alYowed'to ;escapes iuto.any wetlands�Ur,i�iate� c�Cl�(ew Fork tate�,raor sltdll'�uasl nt;s t'roaai ieady rriixecl cutierete.. irucs,.rnixors,or.other 'clvzcs;Ebe allawedatonterT any wetSrzci ofvtets . ;praly:tvRtertilat or` watei:proofurms shall zbe_",used; Wet=;cc��crte$hall rtaiw�ie5puxed to displace water witkrin ttae;°forms:, 7. Materials I)is oseci,at°Uplan�cl Site Arzy d ►aaa'►it'itort dektt' strui:t'io;viijatej alsa and/or excess excavated,materials',Si akl.be i' med i tely;atad cQmplete'ly disposed'o in.ara.,arrthori7.ed.s6jid waste rri4rragement'facilityrT'llyes lx%ateriais n ii.be'stiitabYy°staliili edasnotto`'re-etater4u.vater:bady, �etkand ;��'Wetl�rid adja�enta�ea^. tant Y s : No Dtstuirban a tu`rYc�*etatcci'T x'41�Wetlls `��iet�sii�ll�be a�'da�ttrl atx��lo ��eiatest Elul` wetlAads or tar'e?teeted b:ulfer=°areas:.as:a resrlt.of tlie. er riltted'activiticss . 9; Storage`Uf' ciuiinent;lV'ats vials` i'ixst�i�i;e°:s�f`ucnstrciiorr'ecluimrai Sara na�tterlals shill`be coral ned vvlthii the project Nve rl.area a>7d/ov.uplancl'ar+ as ;reate�•tlutn;?'5 near'feet Jiom the tidal wetland l7�iracie,ry. - 10 r cedla,g ►� tu'r ccl';Are s' 11! tteas ol'sotl d Ile,c'restilttY�i; tom. jea appro,vecl;project sll�ill,'l�6, stab'ilizedaw.ttla apR�oprt te.-vegetation4( ras'ses, ete'; �mme'drately follcav irr pxole t Goriapletaon oar pric�a to pernart ez�prratic�ta whkreverc.orues. cst4; Il;th "prole;t sat ,i:c:maxns inactive`l'%r 4nrore than' hours°, or.pl"aratitag_ls rrril4rrcticattdue lo'tlae season,{tlaerttEae areaRslaalltl3e sablue with<:slraw cirliay 4iu1'elroa jute- i atting until weat4e cor diUojjs fayor--gerMii��ax oz,: ,ti, 4 lUnauth+�rizecl tiili Q ll li o back �l;s aut iorired by.41 s 'aec.talrt w tl�oait"iultl r written. trppzoval froria�tlae�depa�t�en16( e,rr�a�'t�,r�aotix�ic�tAon;:ar��ert�auetat�,; J2. ) Stabfisl Vegetaiecl I3�uf er° ;T�'Proi :ci!th values of the tidal�rvetiar}cls, a p rtnanei t vegetated; bugler zt�� .slaall:be etblsled, 'leresl�al:l;ue tad drturlanee t the latutAk ve ,eCatroa qr ltopogra fi r wttliin an alea elcpdzrlg lQ lrri°eart�i4ta�dcid> tr'c1 vetlatiil.ltourclzyr. v '1'►ga�p�7 N�iW YQRK'S'1CATG`T1JC,C*AR7'11'1'G1VTll�J . Ct( l''JG+I I'AlxtS' [ V ►t�OP` "* e , t , iCis�u�l' a1lain# in. roi Cnti�ls Een iza ,etcr, . i\1' ccs ' stOtr'c0i1Q1 aoetSil�:c s� 1 strv`balt sri ltts to ate tt`bep aeed dspyay,dst� bidara. l b Tih ogQf be pti;l in place otore'at y distu baxl+~ fills ground ocurs Eit cl tis 1 t e,n�aintaine41�n food arazi' �unctic�nal�cc�nd;ition•tanial thick;vetefiaCivecov�r�is•es��.biisl��cfi. ta. Rutinft'1Diareetet]tio.,:CJ�a� .zt'r3 >l ry Yes + UaJ �?k'' hall_b'e fit red to lr well for ttXn edr it 0 site r har e.as.p t'pl ns by Roabert B owvi�` c1#i'!o`�,t,'l',�r:ciated 6/?/'2:Q�2' t�`�rpt� d`." 1tYS1 C' Apliroved on s/1 /ZQ$22: t`s: a•ive�vay/IP �lctrag Area cii P �rYio�a Matcial , Driveway anc parli� ,are� s1��11 b constc��eted Qf NYSDEC4pproved pcty nus tiia0 ials 16. r uthor zed`InnpYaN ),Septie SysAen s 'l'lxis pets �ttautJaott s tkte pst°all tion o' ,Any hiod:ls ai�i/� :4WI ,s'eljtzc systet wlaich.ul�ave_ Cec ivied kh appxoval o' the St lfall. aunty'l�cpart'ment of T�taalili eivt4cs'( .GDNS� H'SCOMS tcsc`ittds t(sppcoval.of one of iaote others txtodc dttritg.tl1;elert otMts.,pern�it..lC will`tto lott�er apprca,e"Pew.install�tions c�FtEit t r ode] Yrl e list o�n/ QV1CT ;systei ,s whicJi:l)av recoti d,appx�Sval by SCDt S ar 31'ot�ltd:an:tlie'Suf c J,le, Otl�tty Webs,It4.,ti�1der the l Ecl iira"C}ttr 1 steC :TTomdoNWaetI see toll.III . Overview of P ovis otaally pprove. eolitioJei�ies;, i'7, J1�aantennncco��nst't�lt�ci'>Innavatay_e/,A1te�•nntive.Qns►te �!atst��vtitetr� •+��t�ae�e`t`Syste��s'()i'Y�1:. OWTS) The pexn ittee tla4)st t aaixttta'tri;setYiee,aticl r p 3.'r tk�er installed'VA'�OW i' '. in acegr,ance �v tli the,maintenance.schedule.sot:faith ib Ilae Sti'ltolk Cbuzaty D parl�nents`Qf klealth rvtces(SCDRS:1 pe ra ilt issued.f j tlq.e systies� , C, a ta t Rxplosed;Srnei�0 filed S ibs Ali distvirbed arc where s tl wild be{tei xpo at fly exposed or . stackpRea f6 lodger.tWai houl•s_slu be cQnttu Vd,�iy�a coot"inGtous,'.lirae ofstal*od'hayb�les/silt ciirtaiats (or other NYSDEC approved devices pl eed.vtx Gt e seawt► I`s d t4veert ie ll°an4 thq iveland oM<piotectedtbuar `i,ars are`nutk��xiz�d'!ta s4�pletnctt.tl� se approvedtctlaods: 1�, lYlaitti•bsiQ �untaras All etA`szo `,c'oattti�l, icvleshall lie maintaitiecJ.'in 9o:Od �u�d i'u>s4iionttl .condition until tl e,ptoaect'hits.b eti om'Ieled kbd th&axoa has bee t�w stabilized:. 20. Cover Materi.4l For'Foatpotif ryCovW..mat >t al ttsec 'ldr Qotp the s lii�it,ted to tu�WrAl woodlbarle ;c.htps .stc�t�e;�grRvet or;s�d'., .. , zt tat@ N:ataiti�ear D� nage `11�ekte al'Nt:w'Ya�k$hell 1tt`trio etYs 'be'l:aat✓:kur;tnyxd'atia `e ot,. inj�ity'to the structure o "vvoxlc eieit autlacedvl�tclx'tnt�y be ctusectSby cz«reSitlt firiti"tc�ture aper<�ticatis tttadertal�ett ay thoState lici dtton,,;ot ql.otl er ttrposes,.atld tici clam orb,rrlt to'coit�pet;sRttgt? "shall 1crue=frotn:aitym such ditp�aag ; zz.'State .stY irclgjtentoy-xl or A ns by the State ofNe.Yorl tegru,ate altpr'Wo In the, rtl�e`si*o' ooat�v�ax�het otta'a ttbojjz,-e ,.or.-ik;aax tho.opt t9 ofthe, Depart pQni of'Siuv_it Qpt 7ie4j'al Ccinsexvattot:iti shall cast tfrir savable cilisti uctrori to:the lxee:xlavi'g do i. w ol=sa cly,waters or'#7Qad,¢tlo sot':er�d t et, l e:laealtli, safety orF vel are iot tl%e'106ple"Of the State;t or cause, loss:ar de£st ucnori.o t1 .4attu lyt so irccs o tk�e tale;;tl e owner may b Ordorod Eby ft gparltn ►aUp, etnove oc`altei`Ai e'structural wok" is ions,,oi h usrds caused thereby w fltatst atr.tE er►sc:fo flte Sa to and if; rap zt the ez p�t`atiott oraeuoc�;tlon o tl1ts"pet'n?tt; at e stt ttQtufe, Cll,e� cavatiom or other modi'lic rtioll a the tit!a�Qt.cOrse;ncrgpY40 horiil*shall not bye es��pleted, tlae owners, sl��ll, wA-h�ottt. Aft .; W'Y4RI5`�AT D 'Axtl' ''QI+rJ!, tXlt+ltlr ' �A '+GL` X�V 't(N w e pert e tcaftl e Stake,u d.to such extent and in such tytiacN tatl manna as the eparhnent of'' P,tavirontanta1"Gol�sezYilo>1 fray rccjltze, rnnove,all or atax,poxtroia;o;£tlte4ucomplctecf structure of dill atzd,restc Yo Its former`canditio6ltr%e �a igabl , zza Xczoci eta is zty of"thc otcrOourse: Xo clW n slaal', be pado,ag nst the St le;c Ne`v r C p0-4 cqunt:9l any s�icla,r la c vttl or altcrat cit ; ;3� tlz exlari�atrprl or xevacaliora of?ths permrf title: #p 'det hereby autl Qri!e las AQ. begin.cozalplctcd a :Applzcw"a Ml without expo nselo`th Sta' Ai id" atd arqashat� %Fmwosleixet Fadivarew orrt n a ntal.Cotis z° zatzoza.anay Eawitlly rtayure,rcrncav all or arxyapoltzra `:ntl�eiacctrripeiecl,stxlictrte of f'cil;Gtriid iestoxe tltrr site to its ferziaer coridilivn. -Na cl r shall be,madezgainsttlie ,'aW6,ofNew York can,.aQcouratof`any=.such: rcmovial or°alteraqO. 29 E'recautaa�as .gsatra t Coma rzzp. l�pn of W titers -1 I ecessaty rccalttians sli�ill be laken to pied idc contarnri'AWrx o aziy o-vvetliin oz, W1teny,4 by suiperz led aolids,,5W*nts, fuels, solvents; lubrieatats,epciYy'caaU`itgs,paints, co.tctctea. eacliilte ax atay,o,tict eiavironniezatalty,deleCerious,zaatetial`s assoe'atecl`vYitla'tl Prpiecf. CAI IEI A GQNDI'T'�Q S A �� a't�o A:I L` Atithalriaed Permits c Mieil ty Wspoetion,by, The,,: ►epa xtrnenfi The perriait(ed a,site qt f4cility, incl Lid ing relevant,records, is sizbjeut to.jxtspectigza"at z:easox able kia rrs and'zixtervals,by'"an autho6zed tepi dsO ltiitive:,of'the I apartment :of El n ir4zaan ttoza'ftlre l eparat ent);to determtt e'wlieYl ez tltetil�etnnittec is coznplyj"llg with .'thimp°ei°snit nd'tl eeECl r.'Suchrxet? sezata ye# �ayiazdets:thee'�vdfk, tasper�c��"j�t��t�tatta E�L '71 C�30'�: 1"lad ern ttee shakl'pravtde�i persOA".tQ,accataipAiaj tSae`11 : p u tinez f's pz sentative.d uriza ;zuz iaaspection: to the permit arett wlier •reuest'd.,by�tlae'Depxttrreait A copyo£°this..pert�iit; ncliicli`sag all Ief'ezeracedtzxu�ps; cl%awin�s and spepi, 'conditi6ns°niust:b4 availdble; for inspe� iott..by theeazizncntrt fill Yimcs at thapzoject site'ctz fiacility kililute to iatoYltee:ra copy:of the p`erxrtit: pon xe uest kiy a�D zutine�ltj,,q esdia-attyg .s a=yitjlatzot o�this'p�unit, 2. 1{el466n.ship> fthW-'vcarrztat,to Ower pep.;}irtriie�nt Q [ers'.z><adfUet�*i riinatttuns [Jnless exptc�sly_, �arovided'#`o1,by;lhe laep ctraaeriit; issuance al iltis perta%it el'ops pat rai4dify,supersed o rescznelrazaY: ti de :ardetcrrnin'bon prevrsiusly issuod'by,the Di!P4IflnetitzQr4aaty cal"ih teta isa et adit;ons of°zccfLurexnetl s. cot�taaecin suck►order,aa detErinrnatnzl NCW=Y�C1Rk�S' AX 1 L A T ly J �FI-ION 4 t()1 MCI, �Q�I��tt��'�+Q►�1:. r acsriry t? G 1:D i=a7 -ir �? a �: Ap licat ass, Ito �'exn�s h Pug"ls;;Mo lsktc�itsons"" Tt un$ CIrs:rv7"h�,pe'zxii:ttee.z�tust submit separate writtet�a 4pplicatio t to tfte Departtii Sos;;p. rmit, e w 1,mciciIizcat on Qt,ttai�skQz of this, permit: Sucki applie�ttziat rnus nQitade Cuay Cogs supplenterzt ] tzalQtzzzatat tJte 1?eparttneot rectzzires; ;l�n 'renewal mo,dcatsa;f ozx ttattsPez• zaztec by1 nz"tz�neit nett be ix writisa . 'Stlkix► ssiono '" applic ito s`3fot sf'e�,a► 3tp tag submitted°.tp: Regional'}`-011t t OMA'q stzator N`SDL�C Reji6n l fteadqufur exs 'SLJNY tozzyrl3rook156'Qk'i l,dg S'tp4y I3to* NY).`i 79Q, 3'4 °4. $0binioiam.of°I�"e ckval}ApPl�ca 'ort `Tl e¢perm�itep.'tntist subztxzt a zeztewal: ppllcation at least 3Q: days before.pean ottho �wapeXz �ttctaa� zns, CtdiWtlan&. 5 :£'±�rsn►t lYttrlietictns, Susetisioius ancGRota'catst�xs by bite Ai%artrucirz� Tie resexves th r , ey ksDppnrzttzn Ile, tt ea ,r T - ofca p rn seaeoatoigrounds t ''WOO:, a., znaterolly false.or tna�c4t*at t Later e zts; r tkze Ze znit ap lzcatx'Qn a si►pportuig,papers. b,- fazluie.by the l orrnittee tof corn ply s??ttli-0y terIm :car: nd Boris of the p �snit X eecl t ' d;i Ing., h5c le a the rt tk`ap�!'acation , d, newly. dj)cqd ied' tiaterjal �i► oicnatzc n ca matezial o an e n�'e��vtzo hIddia conciz �cins t0 vain t6ol"hnolo ;vz.a p l�abi law'o ,re ul'atzons'szzlc ate tss: a�c o t.[1 f E,st I7` et,rzI t;. c: nnmaziewb�rp ,_ slGepi " oe�s ofte cc y l a . 9 provasiotis oit}ae; slvironnie�ata� ovatiaz�"hwoo ��ntiss 9nei;.ealnaytie c to�� 4f , . tha poor itted Oct,0ty,� �, 1?'crsrsxt.Tr�sxssex l?'erttzts Eue tttuasertable,urless speczical'l prlulait�c.4y{ tat�tte, ei;ci�alic�za cr an�tbes.,poaz7 iG`eoz dzttara. atalic tt c�u,per{coit ytza er she uld iZe"su z�tlted priota,olie!tti ran0br,.o AWL- 1'GW°1'U'[tKST 1`I`LF'p�i'' ►12Th't ;N` OF-EN 71I.O MCI T l� N� 1�`G'1 •~i fl4cilityPEC1I� 147�38_�12d,8PA' .. iyQ' 'IT�' '�`I"[U�`+["<Q> O► I �t FERMIT'T'E :QBLI—T1U1�IS; �Item:As IC'o�rtta�itee=�c��nts,Leg��l`)�esportsib�l�tyanc��g,•ces�n�>inde�raitication The jleimi'ttee, excepting state or fctierl_ageasetes`epi;essly'agrees:to'nd'emnify aril hold�harmless'the Depat;tment..of.Lnvifgt"ental Conservation of.the�State of New Y.ojjk, its representafi ves; employees, and'agentis:("i?.1 "� for ali c.lai'ins;.si t5, ac ions; tuicl:damages;.to tlie;exctent attributable to the permittee`s acts orioniis's-iot s-in o'o ariee.ti`oii!with the peripitteel$'ut?dertUtig-of aetivzt�cs.i �,'pot nection, with; or operat on'andrmam ei�attce°of, tl �fac.rl ,ty or rqa il'it7es authorized,by tl e.pe�.mit.'wheilier in compliariee,or'not�ui co' plianee with t6c,'ferias artd,c4nditiar s.:ol''tli: pe�inif: °T(�'is ndeniniticatioii does not.extend to-any claims;-,stflOs,�6d ions,=,or.}'dames'tol,tlle eYtcnt att-iibtitab'1'e.,to".DEC's'owia rnegligeint'or ,. rilte��tional:acts of om'is,idii$, or°taa�y c�i,nts,:�ttlt4�For.`a�ctrons na�itigithe"DrG°:and,axtsap�under.. rtic7e,. 8'oi'the.IleW-York.CI'vill l'��tct�c e Gawp ai1�i Rules pr,40. `citi�e��'{s�it�o civil rid ht pi gv'ision, .wider".fedei al or state laws. I"tem:B: �'eir�aaittee's' ainticacto,�•s to. o. il�r Wit�i,�'ermit; Tile,perniittee rs respip— ble£or�nfo�riaaaag its �n`e{epe��c(enl Go tract9 S, er�l loyees;aagents and'assigns pi' tlieir,respcnsibility�Ao comply witl ,ithis pez,at it'„aneltiding,all $p&a al eoiitditi'ox s vvliile Actin as tine permitice's ngent and ueh persons,slall','lio sub�eet to'the sauiie sagdtions,for v b suvatior,Law asutliose.j tesciib�d,'or the perntoi .ann l ittee. )<tem'C.�P'etrmxttee.Res�,onsrblc for�'ObXaining'Utl�cr°C�:equrircd')Pr�c �iits: Ttie;permittee is.respons ble,tar obtaining ar y Qthex peiri�its, app�ovals,.'1`ands; e�isenientsaarid flghts7c , way that may be rbquixed:to,carry Derr.tlie adt vi'ties that;sire at�lhoi a�e�l'by thi's pertliit. Item D: No WghVtU"TOP'siia8 px:iintc t•�eire with.It pai,,ian,,R;gh't This permit doe,&not:conVPy'ta the',periiiitt' airy-,iglu-to:ittespass ttlaot lh +l'ai ds cix lritei('ere wi(h tl e,: r'ipar nn riglits.o''f:ot}iers in ortiei. Q'pe1 rmltka `pex'�nit ec';tivorl poi does i .auihoti e:the mpairmen',of anya�glats,titjca:ojnterest it t°t:�l ai�� ersc%iial opertysl eld.a� vosted>ua a c'iso�a uot,a,p ity to the permits Pa&'7'of 7' Sfpp( BUILDING DEPARTMENT-Electrical Inspector �0 CGGy. TOWN OF SOUTHOLD ice.. Town Hall Annex- 54375 Main Road - PO Box 1179 o' • Southold; New York 11971-0959 y'j/p apt Telephone (631) 765-1802 -.FAX (631) 765-9502 . iamesh(a�southoldtownny.gov�.seandO)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: : A P-P,C �-�'l C, . Electrician's Name: License No.: S 1 Zv Elec. email: Elec. Phone No:631 .7Q� � ID4I request an email .copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION. (All:Information Required) Name: owl X -e, I 5�J Z IMO _71, l '2.\ - Address: Ol. e Cross Street: Phone No.: Bldg.Pbrmit#: email: Tax.Map District: 1000. Section: Block: Lot:. 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Cleanly): Square Footage- 727w Circle All'That-Apply: Is job ready for inspection?: YES ❑ NO 0 Rough In .0 Final Do you need-a Temp Certificate?: ❑ YES-0 NO Issued On Temp:Information:- (All.information required) Service Size❑1_`Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood-Reconnect❑Service'Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y. N Additional Information: . PAYMENT DUE WITH APPLICATION ` 129(,Zq �., Ire 01 agLf Trs� 4q.dS . �p��sQFFO��COGy BUILDING DEPARTMENT-Electrical Inspector o %c TOWN OF SOUTHOLD 2 Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone (631)765-1802 I Temporary Certificate # 15-3J Dat S 2023 Customer Name Electrician Name i.e. r v e ,Us4-4 Address Rd. 6nee e tr4, Phone 4 a / .'70q • r e-mail e-mail q/ QdQ iedy • , em f Phone License# ,$7;10 Size_CqOO A Phase r Overhead ✓ Underground #of Meters j Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifi ation is valid for 90 days fr m t bove. Authorized by BUILDING DEPARTMENT- Electrical Inspector �� G��► TOWN OF SOUTHOLD }i Town Hall Annex- 54375 Main Road - PO Box 1179 A . Southold, New York 11971-0959 AV ��0 apt Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(@.southoldtownny.gov gov- seand(@-southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: L `J GJ , _L-/ Company Name: T A V, E-)-e c,-1-C I L Electrician's Name: License No.: s ZC7 Elec. email: �, e Iec4r, Elec. Phone No:631 `]Oq qN 6 �9I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Ilnformation Required) Name: 0� l l k S ) Z Mr7e D l 0 l --e—\ Address: 0 pL e eat Cross Street: Phone No.: Bldg.Permit#: 55" email: Tax Map District: 1000 Section: Block: Lot: 0 (j BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): b(j ' [J Square Footage: rSZ o Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1-Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: �J PAYMENT DUE WITH APPLICATION 412.4 re&4 f 0 Lf PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments BUILDING DEPARTMENT- Electrical Inspector ' �0N; c�G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 .,. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(cDsoutholdtownny.gov— seand()southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: dizv Bldg.Permit#: 1�� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That'Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (Ail information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: .621-� Switches 70 Outlets 6, 7 G F I's 7 Surface t-7 Sconces H H's UC Lts Fridge 1 H' POOL Fans Mini Fr. WAD 2 � Panel Pump Exhaust Oven Sump Heater Trnsfmr . Smokes Z. DW Z Generators Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV (' HOT TUB/SPA Inst Hot DeHum Transfer l Disc Corlbo Cooktop Minisplit Blower AH 3 Hood Blower Service Amps _L00 Have Used LJO Sub Amps Have Used Comments EN-CONSULTANTS April 5,2022 REQUEST FOR LETTER OF DISAPPROVAL Michael Verity, Chief Building Inspector Q Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: Daniel& Suzanne Diviney 400 Bay Road, Greenport SCTM#1000-43-5-8 Dear Mr.Verity: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Site plan prepared by Robert I.Brown Architect,P.C, dated March 28, 2022. 3. Survey prepared by Peconic Surveyors,P.C.,last dated October 29,2021. 4. Application fee of$50. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc rely, Robert .Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting j o Mrr01,9148S N I ' EXISTING NATURAL VEGETATION AC J.TO WETLAND 0 BOUNDARY TO REMAIN AS NON-DI RBANCE BUFFER CD Z 4'WIDE CLEARED PATH / J IM TO BE MAINTAINED 0 J 1i O PROJECT LIMfnNG Q FENCER LIMIT OF SI E m } U, < DISTURBANCE UY J EX.EDGE OF LA W J J Z J W m 0 ' In = a- I PROP. F T WIDE,APPRO Z U BODSF ON URF BUFFER N- / NOTE: ' i W O THERE WILL BE NO NE 1 DRY S GRADE CHANGES/ I k' Off IMPORTED ZO H )9'DIAx ' r yM Q EXISTING SHED TO BE E E O LAW 1'I REMOVED E%.EDGE OF LAWN 0 n05.1:.SCRO:NEU Z FOR CItA D W J _U 112 SF.PAVERS 4: i, SALC0N ABOVE U J J IN SAND PATIO I I LI.I m qIo S.F.W OOD aE;CK Z 175F.4'x4'G' b AND BALCONY ABOVE ` I.I\ 17 SF.4'x4JN' AE6 Lt- 0- b. AND > WOOD STEPS / _ W W irlr p -'I - PROPOSED(4'x4) „y N / SHOWER ENCLOSURE .1 PROPOSED I,6i6S.F. 4 BEDROOM xSI'ORY FIOUSE OVER GRAVEL BED PIPED O To ZONE 1 DRYWELLS 00 H ' A'19'ACIIED F.F.EL.y.a' -/ d, L0 Z ,) A ONESI'ORY 1'^�,- W DO DO -, "'GARAGE to CONTROL PANEL II]• I FUTURO --� Z Qt33qq,SP yx SF.ROOF BS,RSI'L'PS ELECT�ICwER UN a --_ ^ F.F.EL.B.a' OVERHANG BLYONDR00' Imo• . sLI -- 'IFUTU _ 6-B'die,X70.TALL za S.F.CONC. OVERIANG n 'L N. ,�FUJ CBLOWER `^ N LEACHING RINGS ON CONCRETE P APRON 31'1' 0 EXISTINGLINES TO ,/ �� i^. CABLE LINES TO BE FURRED ( I^}'IN LI LINE i'II n I FUTUREI ALL LEACHING 'DRAIN LIN `/ i ELEMENTS TO BE PRECASTCONCRETE WATE J i MIN SERwCE l—1 (.� i-/ .- PER SCDHS STANDARDS to EMOYE C � RIVEWAY i l�i I 39' ! �J REFUGE /WAT R .ONCRETEDISTRIBU IONBOX 'I 5 Z In PERYIOtU�B1/RIA LL aI j/''�t�''JJ /�I 6✓ N4'eL I'L1:"�'V 2o6'CIA R3'a DLLS lL 00' to JTIL. POLE ~•F'u co EKED U `P LE : N DECK EDGE PAVEMENT PROPOSEDUA LJ7 SANITARY SYSTEM if) Walar lino mul by fn —d bulbs �Holk[wn�oeyl.d Ne�llh serv7�e� • J all(6s11as2-sTs4,4ahnvnl4 SurrnLxC rDCFAR'rrpcNIOF�HcAomLIJ adverts,fu eehedvle inapenivn(e1. (DATE (Nt APPROVALOf CONSSINGIE FAMILY RF.SAIh.W> BAY ROAD &,6R02e t{.S.R -241eex t/'PUBLIC WATER IN STREET MAXIMUM OF 4 BFOROONS THREE YEARS FROM DATE OF APPR DWELLING ON 1 00' 75' PUBLICNG ON WATEER PUBLIC NG ON WATER � PUBLIC WATER PROPOSE D BASED ON SURVEY BY PECONIC SURVEYORS (JOHN METZGER) LAST DATED OCTOBER 29,2o2i SITE PLAN (R f SCTM No.1000-43-05-o8 1 = 20 18,500 sf to TIE LINES .SEE ATTACHED SPECIAL CONDITION, GRADING PLAN AND/OR PLOT PLAN EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM ~Nn•'O N, SCPi�0 NfW i0 Aban torment of the existing sanitary system must be in 5 PaF BY HEALTH DEPARTMENT cc iformanca with the Department's requirements. Y9 Submit completed form W WM-080 as proof u 0 C 2 PLEASE NOTE ho•057dO E Sanitary system not to be installed OFfS510NP� under driveway. DIVINEY RESIDENCE Robert I.Brown 209 Bay Ave, Greenport NY SANITARY SYSTEM DESIGN Architect,P.C. 1n510-47 9752 atchitect.com 63t-477-9752 40o BAY ROAD,GREEN?OR Ma y 9 NY, ,2022 I/A OWTS Nick Mazzaferro,P.E. oaawlNG SCTM No.10o0-43-05-08 REV MAY 25,2023 S_Z TEST HOLE DATA SURVEY OF PROPERTY McDONALD GEOSCIENCE 12/4/2020 A T GREENPOR T EL. 6.3' TOWN OF SO UTHOLD MIXED SAND AND LOAM SUFFOLK COUNTY, N. Y. MAN HAN S ET AVENUE 3' 1000-43-05-08 & 23 4' GRAY ORGANIC CLAY OL SCALE.' 1'=30 BROWN CLAY CH FEBRUARY 17, 2021 EL. 0.5' S 8'WATER IN BROWN SEPTEMBER 13, 2021 I 6, CLAY CH OCTOBER 29, 2021 (Wet/and Flags, Lot Coverage) WATER IN PALE SANDY �c^n BROWN FINE SAND SP C�'1lr • H READ 13' NOTE.• WATER ENCOUNTERED 5.8' BELOW SURFACE N ELEVATIONS AND CONTOUR LINES REFERENCED TO NAVD 88 n N/O/F MARTIN & CHIARA RASANELLI CONSTANCE BALESTRINO ROCHELLE KYRK DWELLING ON DWEWNG ON TIDAL WETLAND BOUNDARY, AS DELINEATED BY o C4 PUBUC WATER EN-CONSULTANTS. ON AUGUST 5, 2021 PUBLIC WAS 0 (0 _ 162.00' N I N8638'40"E � WLF I o� AC UNIT WLF �'`'0 #E1 S87'05'00"E \ •� EL 6.5' rri T®6 24.3'W MBE GRAR LINED L OUT SHED L= #E2 I { VE SHWR \ if I I �a 255.27' I / 4/ C.E. \ Z ONCRETE GARAGE i7) \ j IGO . 13.0 9.4• 1 j I� 4w 16.5 cj pp > ,O p Y� W 0 �, ) Z ,�05 �I I X cCi) WLF i/ DWELLING ON U' N m I�m I #E4. c m N o / WOOD IC4 TWALK PUBUC WATER -Irri ry / BRIDGE d 1000-43-05-23 m / 2s.2' � / I J � o / WLF � / J .N I M - D � / #E5� rn I Ip I Z m �0 1000-43-05—OS i I w I o N -' EXISTING SEPTIC CO' r, O r 0 WLF I I z o j #E6 I 289.11 0 o WLF 1 2 I , HEDG E #E S85 38 40"W DWEUJNG ON v WIR FEN E END FE. ry134.00' TIE LINES ALONG M.H.W.M PUBUC WAS END FE. $85�38'40 � Q 0.3, S EL 5.5' EN S TIDAL WETLAND BOUNDARY, AS DELINEATED BY EN-CONSULTANTS. ON AUGUST 5, 2021 N O/F RICHARD G .ROHNAN DWELLING ON IRREVOCABLE TRUST PUBUC WAS JANE ROHNAN IRREVOCABLE TRUST DWELLING ON U, 1000-43-05-08 PUBUC WAS SOU THOLD TOWN LOT COVERAGE KEY BUILDABLE LAND AREA=14,483 sq.ft. (AREA LANDWARD OF TIDAL WETLANDS BOUNDARY = 14,483 SQ.FT.) Q = REBAR HOUSE 1354 SQ.FT. DECK 180 SQ.FT. ® = WELL SHED 126 SQ.FT. 1,660 SQ.FT. ® = STAKE 1660/14483 = 11.5% & = TEST HOLE ID = PIPE U' 1000-43-05-08 NYSDEC LOT COVERAGE 17 = MONUMENT OF NFty BUILDABLE LAND AREA=14,483 sq.ft. (AREA LANDWARD 4 = WETLAND FLAG OF 77DAL WETLANDS BOUNDARY=14,483 SQ.FT.) +'+T = UTILITY POLE HOUSE 1354 SQ.FT.WOOD DECK, STEPS 209 SO.FT SHED 126 SQ.FT. . DRIVEWAY & PA770 752 SQ..FT. ANY AL TERA 77ON OR ADDI77ON TO THIS SURVEY IS A V70LA 77ON OF 2,441 SQ.FT. �'`_ N.Y.S L/C. NO. 49618 SEC 77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT o 2441/14483= 15.2% ARE VALID FOR THIS MAPP AND COPIES THEREOF ONLY .n .�' YS LIC. NO. 051132-01 AS PER SECOON 7209- UBDIwSIO 2. ALL ONLY /F ERTT S HEREON o- 'AREA OF 1000-43-05-23= 25,403 SQ. FT. TO TIE LINES ONIC� YPRS, P.C. SAID MAP 3f)"M-L5020 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE AREA OF 1000-43-05-08= 18,500 SQ. FT. TO TIE LINES P.O. BOX SIGNATURE APPEARS HEREON. -9 SOU7HOLD�N.Y. 11971 T 20-D81 TEST HOLE DATA ^ ISSUES/REVISIONS McDONALD GEOSCIENCE G /-•� ED 121412020 N E , EL. G.3' �� ,8Q•SL � � r MIXED SAND AND LOAM W iyl H•W M"G�< W O 6ullaoZ O 3' GRAY ORGANIC CLAY OL sieaddtl 10 naeoq O 4' I\ BROWN CLAY CH 00 EL. 0.5' S-81 WATER IN BROWN CLAY n CH N G, Lti IV-0 MAX• C C N/0/F DANIEL AND SUZANNE DIVINEY N yes �, ^ WATER IN PALE BROWN PE ;�__�_�. ;., �:. - -.: �a FINE SAND SP TEST HOLE DATA 1 I �=LL � -05-23 McDONA�D �E05CIENCE1000-43 � 0 F� °* EL. G.3' PERSPECTIVE VIEW 00 NOTE: WATER ENCOUNTERED MIXED SAND C0 13' 5.8' BELOW SURFACE AND LOAM 39"MINIMUM 2 x 2 3 FENCE POST ELEVATIONS AND CONTOUR LINES REFERENCED TO GRAY ORGANIC WOVEN 1011 WIRE FENCE N AV D 88 (s x s- WRE FENCE WWF 41 CLAY OLN �f KEY BROWN CLAY FILTER cLonl S�oPe N EL. O. 5.8 CWATER IN H �9- O = REBAR G' DROWN CLAY EMBED FILTER CLOTH S ® = WELL CH MIN.6"INTO GROUND — 2 Z , � �► = STAKE WATER IN PALE .60 = = TEST HOLE NOTE: MAXIMUM DRAINAGE AREA 6/ O Or C) = PIPE SAND SP FINE 112 ACRE 1 100 LINEAR FEET I— Ll = MONUMENT SECTION DETAIL w 13' /�/ = WETLAND FLAG o NOTE: WATER SILT FENCE DETAILS 0 I = UTILITY POLE I.._ O irk ENCOUNTERED 5.8' CU �9 _ Q BELOW SURFACE C9 ZONED:R-40 m Z n << U m °p ELEVATIONS AND CONTOUR LINES 4 s� Q = Q AREA OF 1000-43-05-o8:18,50o SF(0.424 AC) TO TIE LINES 0 O�°Z�N vO 0 OU AREA OF 1000-43-05-o8: 14,483 SF(0.332 AC) TO TIDAL WETLANDS BOUNDARY REFERENCED TO NAVD 88 G U L— L_ F 1 O N 0 m 1 N L_ E T \ w W w (NYSDEC ADJACENT AREA/TOWN OF SOUTHOLD BUILDABLE LAND) TIDAL WETLAND BOUNDARY,AS DELINEATED BY \ O z N/O/F DANIEL AND SUZANNE DIVINEY KEY EN-CONSULTANTS.ON AUGUST 5,2021 \ ��l . Q z SOUTHOLD TOWN EXISTING LOT COVERAGE: 1000-43-05-23 t = w BLR gZ` ROOF OF EXISTING HOUSE: 1,354 SF MA = STAKE Q DECK: 180 00 V SHED: 126 fn B = TEST HOLE PROPOSED 10'WIDE,1385 SF. �> TOTAL: 1,66o SF VEGETATED BUFFER ADJACENT 1 O M1101,91 • = PIPE TO WETLAND BOUNDARY ,gs 1,66o/14,483(BUILDABLE LAND)=n.5% ■ = MONUMENT J (INCLUDES VEGETAT VEGETATIONEXISTING TO BE O = WETLAND FLAG w DISTURBED). �\-' SOUTHOLD TOWN PROPOSED LOT COVERAGE: `09 �, = UTILITY POLE Q 0 / 1 �, PROPOSED HOUSE 1,516 SF �s THESE PLANS ARE AN INSTRUMENT OF Q \ _ / SCREENED PORCH: lz 1 60 0 3 SERVICE AND ARE THE PROPERTY OF THE •61. ARCHITECT.INFRINGEMENTS WILL Q \ _ o FRONT ROOF OVERHANG: 92 0£.� BE PROSECUTED Ir O �� / -{ M EAST DECK/BALCONY 410 2022 ALL RIGHTS RESERVED Q Z 4'WIDE CLEARED PATH I I WEST 2ND FLOOR BALCONY: 112 G �Z'� _ ry TO BE MAINTAINED J + TOTAL: 2,594 SF () L // yy LL1 2,594/14,483 (BUILDABLE LAND)=17.9% A ZI/V ICJ LU Z LLJ PROJECT LIMITING PROPOSED 10'WIDE,1385 SF. TIDAL WETLAND BOUNDARY,AS DELINEATED BY CIO Q Y O FENCE/LIMIT OF SITE PROPOSED BUFFER ADJACENT EN-CONSULTANTS.ON AUGUST 5,2021 \ L Z Z Q DISTURBANCE \ O m >_ TO WETLAND BOUNDARY NYSDEC EXISTING LOT COVERAGE: 8Z� -' th W Y J — (INCLUDES EXISTING .Q1 Q Robert I. Brown U � VEGETATION NOT TO BE EXISTING HOUSE: 1,354 SF �'--� ti N z Q U W O DISTURBED). Q W Q z w � M � DECK AND STEPS: 126 �' <<9l" w Architect, P.C. Q J W m � � cn SHED: 126 �Z , � o MIA � _ Z = o NOTE: M _Z�_ ZE. 1 �; j Z0 Bay Ave. Greenport NY THERE WILL BE NO DRIVEWAY AND PATIO: 2 o S �, 5 \ Z V GRADE CHANGES/ w O TOTAL 2,441 SF O � 1n0@rlbrownarchltect.com O O NO IMPORTED FILL (v r, F- \ U f/ L0 �� 2,441/14,483 (ADJACENT AREA)=15.2% � i� a w Z w _ z ZONE 1 DRYWELLS Z W � `- m Z m 631-477 9752 c3)6'DIA x 3'6"D '` I 11 d/� O Q NYSDEC PROPOSED LOT COVERAGE: z a i j o o o o EXISTING SHED TO BE O PROPOSED HOUSE 1,516 SF (n w w I? REMOVED Of Z 24' 123 S.F.SCR ENED J C) GARAGE: 341 / \� IT IS VIOLATION OF THE LAW FOR ANY PERSON, F PORCH AND W _J J SCREENED PORCH AND STEPS: 140 it O �� Z UNLESS ACTING UNDER THE DIRECTION OF 112 SF.PAVERS ; _ g4. BALC6NiABOVE f! U W m Q Z_ Z FRONT ROOF OVERHANG: 92 = 4i LICENSED ARCHITECT,TO ALTER ANY ITEM ON IN SAND PATIO I I 4to S.F.WOOD DFLCK W O IY w N THIS DRAWING IN ANY WAY.ANY AUTHORIZED AND BALCONY ABOVE 12.,,. 17 SF.4'x 4' " A E 6 L� p EAST DECK/BALCONY AND STEPS: 427 cn o 17 SF.4'x 4'3" 3T4 WOOD ST �S W d J Y \� 0 ALTERATION MUST BE NOTED,SEALED,AND WEST 2ND FLOOR BALCONY/DECK: 112 WOOD STEPS m Z Q -� W O Of DESCRIBED IN ACCORDANCE WITH THE LAW. WEST STEPS BEYOND ROOF OVERHANG: 5 F °' Y o t; o 15'6" CONCRETE PADS(@ GARAGE&A/C UNITS): 47 a Q w 0 � W Is�s• s t Q PROPOSED(4'x 4') Iar ` PAVERS IN SAND: 112 � W J J �` fly ; �PROPER ENCLOSURE ` t -_ Z _j Z m M Z S��TD�rAH� �} PROPOSED 1,516 S.F. 4 BEDROOM z STORY HOUSE / 1 FUTURE 1 UI = w C OVER GRAVEL BED PIPED k t / i \ Z V 3 O / m 0� C, TO ZONE 1 DRYWELLS 00 F- ATTACHED F.F.EL.+q.o' / �i 1 lJTl1REl d' O O O a (L _ 'L 'OZr) Z 4f ONE STORY �' I.A.CONTROL PANEL _ t ap TOTAL: 2,](�2 SF '1, O EX15TI G z 0 0- 4 t 2 2/1 8 AD ACENT AREA 1 /o LL REPOSED 4 BEDROOM u/ GARAGE ELECTRIC POWER LIN i ` 0 W DRY 5 ED W 2 STORY HOUSE V a 79 4 4 3 J = 9 3 TO BE EMOVED AE6 %- t qz SF.ROOF b II'a• - ._� -� � � Z u/ 3 EEL tos T3'N �'S , FUJI AC BLO (� 00 O EXISTING G VEL Q F.F.EL+S.o' OVERHANG e'10•'' , ON CONCRETE PA `-� U) 39 S.F.CONC. L NOUTi , i `I EXISTING OM ELECTRIC AND APRON 2TY ` \ ,, HAIR LINE t BED5 TO BE REMOVED �� EXISTING MASONRY CABLE LINES TO BE BURIED 147" % "DRAIN LINE fg 6-B'dia. TALLALL LEACHING 00 CE55POOL5 TO BE _ ELEMENTS TO BE r 8 ABANDONED AND LEACHIN GS z�' 1 EXISTINGU/G f " �s� ss i `I PRECAST CONCRETE Lf) �< REMOVED J I I WATER SERVICE s s! t\_ -, PER SCDHS STANDARDS z MAIN �ss �-` r ` 7 j EXISTING 3 BEDROOM W � t t � 00 �„ 2 STORY HOUSE C7 r7 i i � _ " t._� t._ LI_ (/) Z TO BE REMOVED00 EMOVE CQ C. c0 VA OWTS < - - PROPOSED I/A 39' RIVEwAYI I ;n •Z� EXISTING O/H - REPLACE WATER METER �rjj Z SANITARY SYSTEM PERVIOUS RA L ELECTRIC AND �XI T11-5 R - N' °21 ' 0»W ZONE 2 DRYWELLS 125 1 cr0 BE RUNS 1` _ IWAT R 51 RVIGE - -' lei N 1 25' CLIENT/OWNER (2)6'DIA x 3'6"D 125. 0 MAI IN UNDERGROUND I ro 1 AIN Z a! UTIL.LP LE DRAINAGE CALCULATIONS 39' �`�" ariFrI `�' w� DANIEL & SUZANNE 5 S.F.STEPS 112 S.F.UNCO RED ro N 21 20 W �1125.00 UTIL. POLE EYOND ROOF SECOND OR J� OVERHANG DECK EDGE PAVEMENT PROPOSEDI/A —� ~'ws UTIL.-POLE DI V 1NEY Lo SANITARY SYSTEM ZONE i(GARAGE, FRONT COLONADE AND SOUTH MAIN ROOF): UTIL vPOLE CO EDGE PAVEMENT L6 1,249.9 SF x 0.17=212.5 CF zo J J PROVIDE (3) 6'DIA x 3'6"D DRYWELLS(234.6 CF) BAY ROAD zn Bldg Dept cQPY from ZBA W W O PUBLIC WATER IN STREET vi Final reviewed documents ZONE 2 (NORTH MAIN ROOF): _j ZBA F!te 4 796.o SF x o.17= 135 3 CF O EXISTING STRUCTURE TO BE REMOVED w Date_- / l2 D-7 L PROJECT TITLE BAY ROAD PROVIDE (2) 6'DIA x 3'6"D DRYWELLS(156.4 CF) Ir PROPOSED NEW STRUCTURE NEW RESIDENCE PUBLIC WATER IN STREET = V 100' 751 571 501 40o BAY ROAD,GREENPORT,NY Q DWELLING ON DWELLING ON DWELLING ON DWELLING ON -7 ' DWELLING ON DWELLING ON ' DWELLING ON 50' 50' m PUBLIC WATER PUBLIC WATER PUBLIC WATER PUBLIC WATER SCTM No 1000-43-05-08 DWELLING ON 00 / 5 PUBLIC WATER PUBLIC WATER 57 PUBLIC WATER PUBLIC WATER Z EXISTING VS. P R O P O S E D SITE PLAN DRAWING TITLE PROPOSED co SITE PLAN 1 =TF 3� BASED ON SURVEY BY PECONIC SURVEYORS GENERAL NOTES SITE PLAN (JOHN METZGER) yr , LAST DATED OCTOBER 29, 2021 1 = 20 SCTM No. 1000-43-05-o8 SCALE BASED ON SURVEY BY PECONIC SURVEYORS 18,500 sf to TIE LINES JUNE 2,2022 NOTED (JOHN METZGER) DRAWING NO. LAST DATED OCTOBER 29, 2021 SCTM No. 1000-43-05-o8 18,500 sf to TIE LINES VENT STACK C15-7(700 GAL.) APPROXIMATE Z BY FUJICLEAN F.F.E. GRADE EL: +G.O' 's CLEANOUT LOCKING COVER5 SEE DETAIL TO GRADE APPROXIMATE L:IKCUIT BREfV:CR N07t5 GRADE EL: +G.O' ELECTRICAL PANEL C9�L1• AMP -I_ VAC LE:5.0 I.E 485 Cri.0 PIP I, : . LE:4,5 C6-u 5.5 4"DIAMETER APPROVED { 4 DIAMETER (G)LEACMING POOL SEWER PIPING(TYP.) D ° APPROVED 5EWER 8'DIA.A 2'-O'DEEP I o PIPING MAIN tiREAf.EIi;LOPE:Y4'/ 12°hdRJ, I (TYP,) nOuSt PnIJEI FwICLeAN ° 5LOPE:yd/ 12"MIN. BOTTOM OF LEECNING CONTROL PANEL POOL ELEV:2.5' FUJICLEAN US/-C>• 51NGLE LINE WIRING DIAGRAM nt:r--- EL. +0.5! WATER NOT TO SCALE D�J FOUND CEN-7 SEPTIC CROSS;SECTION � ,. NOT TO 5CALE y 4 BEDROOM r10U5E:MINIMUM UA RATE AT 440GPDSEE ATTACHMENT (S) VENT$TACK 6UiLDING PACE MIN IC*X IL-X , 4'D COMPACTED N cIL\naleR vYw,pclYall EMBEDMENT � '1 o-�r �eltnnn,wliuD�h.mber 777 21-I zCl 7� 2 o- nIw 196iYFiln.IlYnLl�lnn l 271 ncluniu C'YnwlFnuptmn['Iw,I,nc, 12; `.TOPPER OR END C'Nuliuiwu ClwuW, rl LODR PLUG �.. `•"`�`'" ITthD6co9n C19mncr J 5V.rt OR UT.tR ':w+'^ ` l f 5UITABLE COVER ,� f \ f j "'"' SPECIFILA'rluns - I �J n9trnNtnl�i.T YYrPI: ^T 1 ..°v 1 UwrJ I'cpc nelubu•MeJiY 1'VCrI'1./1'h: WA5TE LINE ZD'tLESC.'W ♦ 1 / Acwble AltJi9 YYII'h: 11Yt.c,. 2tl Ylin �s 'rpnL pgY ' SEPTIC TANK Acveau Cuts. Ywencr Cart lwn MINIMUM 4'DIA 2'CASI IRON'[XTEN$IUN FROM I,W u:lp ry � Uimnf.�cwn11C1 N9nal1. LTlunnc'I'Dblaf ' FOUNDATION BtfCPX TRAN51Ti0N TO•I'DIA. p,Y VCu:LyurllM uuv n. „ '�rt'w P'�•°" ASI'M D3O34 COMPUANT SDP 35 5tWER PIPt rant.,n+.., wvrwY..a Nrw ' i•., `unx u..+r..,_„_ -� ._emu CLEANOUT AT FACE OF BUILDING I' �•rt°"Y NOT TO 5CALE NIK,L,[w 0 5'-5 m m 5'-5' r BuILDiNG rAC O 5LD1vtK UNIT IN •""'"""'""."' ■�� PROPERtNCL05uKt. SECTION A-A VIEW HARD VARtO SECTION B-B VIEW r LOUR / .i FUJICLEAN I.A. SEPTIC SYSTEM ' CEN-7 6 CO 7 1- 4 BLOWER UNIT AT FACE OF BUILDING � o 05 N � NOT TO 5CALE 5 � O ' \ \ OF r !p[tliltD 3 ^ _ � uDan NACNDPII"p wcealn wnooan .1' All flew vu,wmo CPN !.] r'A I Ner gut PI e.Lott I] I] IE V Q � PSI 0. 0 �OJ �� 0 ® 0 Fr[nutrtt[lot ADOD 0 1 I/A '4 p pJ.� Pit,eDD.Y�pptIDD DDl7 ApP ot. R N e,4el DN. SS101 ADDt of.! r.] A....... 0ulltl Pl pt 01 Dm.it Intn AD'!,/<' _\ry r Corn L 6•p• Eft 192D Counlrl Dlwo NOTES JapaD I nxtol tD{wn/DDer Dt lDn!Npinlenpoce xotelt ® ® Ina 1pll Dlawtl an lereleD fpl.lD ease.Ensure DDevu.....DNlol.Pp ° Ono Prulrtt souinl Direct sunllpnt. 1. USE ONE(1) FUJICLEAN CB-7 I/A SEPTIC SYSTEM RATED AT 700 GALLONS/DAY. nlPea DnD nepn nurnpt IIntI Dnce tern mpptn�. •Peep99tnD Di Dpm upm./.alre asxemou replacereN once ererx 2 montm, 2. USE SIX(6)8 FT DIAMETER,2 FT HIGH PRECAST CONCRETE LEACHING RINGS. i I/.• INpte,o 1prn olppm ppm uu {r l-0per Ine AYIDmDN t-slDp IpnDt lnn.l ! -Pl2xr Pp to sole lv IPI Iv.IDr IDxtlutllDD nD nuvl. 3. USE 4 INCH DIAMETER APPROVED SEWER PIPE THROUGHOUT, YRO:ID[nNaryrA(:tu KtR hrryLOt•CU[ruCLU5tu1tC 4. THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS AS HIGH AS POSSIBLE, 5. USE A CROSS-OVER PIPE BETWEEN THE MIDDLE RINGS AND THE FOUR OUTSIDE RINGS, EIGHT(8) INCHES ABOVE THE BOTTOM. 6. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL, nAKO wIKtD 7. SLABS SHALL BE A MINIMUM 12 INCHES BELOW GRADE. 8. SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. r 4 S/8 9. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGHEST A " All DI p.IPp neDxY![Atri{x In InCnexlmx7. ru\CnOAI/00R I/IOOnI ..p RECORDED GROUNDWATER. It 0]-10-2017A] fA $,] 10. SHOW AREA FOR 50%EXPANSION OF THE LEACHING POOLS WHICH 'To 09E1_„. MAXIMIZES SIDEWALL AREA, 11. MAXIMIZE THE DISTANCE BETWEEN THE FOUR OUTER SATELLITE POOLS. Robert I. Brown Zo5 Bay Ave. Greenport NY DIVINEY RESIDENCE I Architect, P.C. info@ribrownarchitect.com SANITARY SYSTEM DESIGN 631-477-9752 40o BAY ROAD, GREENPORT, NY DRAWING May 19, 2022 I/A OVV 7S Nick Mazzaferro, P.E. SCTM No. 1000-43-05-o8 REV MAY 5, 2023 S_3 \z ,-7 0 M«OLrgLl �°gS o N EXISTING NATURAL VEGETATION AC J.TO WETLAND O BOUNDARY TO REMAIN AS NON-DIS TUREIANCE BUFFER G' O U r MZ 4'WIDE CLEARED PATH TO BE MAINTAINED J Y Z W PROJECT LIMITING T l I Q U < FENCE!LIMIT OF SI E I U m > DISTURBANCE \ W Y Z U EX.EDGE OF LAW U W J J 0 r Z _I m � W Ili W � :D ,� _ a � cn PROP. 0-F T WIDE,APPRO . Z U 800 SF ON URF BUFFER V 0 t'� U ry NOTE: '' W O U THERE WILL BE NO GRADE CHANGES NE 1 DRY S NO IMPORTED FILL �,' Z W )6'DIAx I O Q REMOVED EXISTING SHED TO BE E GE OF LAW (' r EX.EDGE OF LAWN I 24' '\ 123 S.F.SCR ENED PORCH A D 1 J 112 SF.PAVERS a 9v, BAI-CON ABOVE U.J --J J IN SAND PATIO I I 4 AE r/ Z W m 410 S.F.WOOD Dt,CK N AND BALCONY ABOVE tz t t 17 SF.4'x 4' " L 17 SF.4'x 4'3" 77,4. WOOD ST PS WOOD STEPS L,I W � W 16'6'PROPOSED(4'x 4') t3•r fo SHOWER ENCLOSURE OVER GRAVEL BED PIPED OVER i,y6 S.P- 4 BEDROOM z STORY HOUSE I ' O �O F.F.EL.+ ,o TO ZONE 1 DRYWELLS M F- p NITACHED F y LC) I Z J , ONE STORY W DO V I w GARAGE I.A.CONTROL PANEL I �/ 341.1 5F ya SP.ROOF S.F.S EPS ELECT(?1 ppwER LIN t r3 FUTUR Z O 5 to's 23 S •5. i _ FUTU 00 6-B'dia.X 2'D.TALL Q F.F.EL.+$.o' OVERHANG BYONDkOOF fitaa 39 S.F.CONC. OVERHANC CL N FUJ AC BLOWER -� (n LEACHING RINGS EXISTING O/H ELECTRIC AND } APRON 277 a ON CONCRETE PA CABLE LINES TO BE BURIED 14-2 / `r. —3'"0 AIR LINE t/'-mot I FUTURE ALL LEACHING DRAIN LIN REL ATEO U G / . / ELEMENTS TO BE I O wATE SERVICE PRECAST CONCRETE ^ MAIN PER SCDHS STANDARD S Its` w EMOVB C I C. LL I RIVEWAY f 3 / �'; is Ij REPLACE 1 �^�WqT TER f CONCRETE DISTRIBU ION BOX .31 0I5' z In PERVIOUS RAVEL I ZONE 2 DRYWELLS N °21 ,2�„�,N (2)6'DI.Ax3'6"D ? 2, 00 I S.r. cov'ERED U T P LE UTIL. POLE SECOND51'ORY DECK EDGE PAVEMENT PROPOSEDI/A Ln SANITARY SYSTEM o (O Water lines must be inspected by the Suffolk County Dept.of Health Services. I Call(631)852-5754,48 hours in CRA Y DEPARTMENT OF HEALTH VICES �"' '(y� advance,to schedule inspection(s). PERPPROVAL Of CONSTRUCTION F R LE FAMILY RESIDFNCE ONLYBAY ROAD02l3g {J:K.S.RF . . R-22-0682 �-PUBLIC WATER IN STREET UM OF 4 BEDROOMS E YEARS FROM DATE OF APPR ' DWELLING ON DWELLING ON. DWELLING ON 100 /—7`F� PUBLIC WATER PUBLIC WATER PUBLIC WATER PROPOSED BASED ON SURVEY BY PECONIC SURVEYORS (JOHN METZGER) S I T E PLAN LAST DATED OCTOBER 29, 2021 it I SCTM No. 1000-43-05-o8 1 =, 2O 18,500 sf to TIE LINES SEE ATTACHED SPECIAL CONDITION, GRADING PLAN AND/OR PLOT PLAN. Design Professional's Certification Required. EXCAVATION INSPECTION REQUIRED Subrnit P.E.or R.A.Certification For . The Installation and Const—ion of the Sewage Disposal System FOR SANITARY SYSTEM Use Forrn WWM-073 O News Aban Jonment of the existing sanitary system must be in 5 5 q O,p DY HEALTH DEPARTMENT cc formance with the Department's requirements. �9 Submit completed form WVVM-080 as proof O PLEASE NOTE A �O 057095 Sanitary system not to be installed under driveway. DIVINEY RESIDENCE Robert 1. Brown 205 Bay Ave. Greenport NY SANITARY SYSTEM DESIGN Architect, P.C. info@ribrownarchitect.com 631-477-9752 400 BAY ROAD, GREENPORT, NY I Dw,wlNc May i9, 2022 I/A OWTS Nick Mazzaferro, P.E. SCTM NO.1000-43-05-o8 REV MAY 25, 2023 _2 S.C.T.M. N0. DISTRICT: 1000 SECTION: 43 BLOCK: 5 LOT(S):8 1 wW U lyk— MANHANSET AVENUE I I ON LAND N/F OF I o CHIARA RACANELLI 162.00' N 85°38'40"E N z - 24.4' N O V 2.9' 8.2' 172 FOUN nION LO o o ON � DEC.10,2023 LAND N/F OF W.V. W.M. TOP FND ELEV 9.0 y .. TOWN OF SOUTHOLD O 20.0' .. _ >� 1. 3 O 14.7' 0 00 O U.P. v� N GUY 0 134.00' I MON. S 85038'40"W I I I I U DEC 14 2023 aa��arfrr3Qe�t THE WATER SUPPL>�ML'F Dl�T)nT"f 1�ND CESSPOOL LOCA77ONS SHOWN AI�9'i (3M le b�OBSERVA77ONS FOUNDATION LOCATION 12/1 1/23 AND OR DATA OBTAINED FROM 07HERS AREA:18,500.32 SQ.FT. or 0.42 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A IWOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 77RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DANIEL&SUZANNE DIVINEY; MAP OF: FILED: SITUATED AT.GREENPORT TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #223-166 SCALE:1"=20' DATE: DEC. 10, 2023 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 S.C.T.M. NO. DISTRICT: 1000 SECTION: 43 BLOCK: 5 LOT(S):8 & 23 MANHANSET AVENUE LAND N/F OF LAND N/F OF CHIARA RACANELLI / CHIARA RACANELLI ' / o / � 157.43 ► N 85o 38 40"E I / t, -Z % S 87005'23"E U.p TIDAL WETLAND BOUNDARY AS O /� 253.81' I mism. DELINEATED BY ¢E �" ^� L.P. EN-CONSULTANTS AUG.5,2\ S� . c) s� xt.4 F I ^ CONC. RIBBONS h� GAS pw,,a3. I Q u�6i OOTP ► o ` 3 0.W. C9 ► i o 7.7 1 a :}:24.4';}ti+:r• STOIwE a. p IN Z x 2.4 PATIO /- i O i �� I eb GRA >'` GE'''� ►tl TIDAL WETLAND BOUNDARY AS x4.4 x3.8 ' DWY a. .'§:..f�6.0::?;•:. x3.0 x4.5 x3.7 1 rn ffAv i h 0V� ry DELINEATED BY 1 y fi.�87{: Izay. 1 I i �� 1� EN-CONSULTANTS NOVB, 23 17.2' 40 tz stoop 4:ini:•;:;;;;:;;.'•f:• 4.0 N / / o I r„ �1 3Sb' •::3 STYFRah1E:;'" gg.6 �; / 24,183 Sq.Feet 1 ev 1"�� • ;'DWELLING#400tii.'� 3:F,•� ' ti / W.V. W.M. •••:::•EFL=9.8 7a:.i 449L } �w e I 0.56Acres 4.0 4.0 1 CRAWL 6.0•'.:::§ff F?: 9' x 3.2 C4RVAU(3'x7l'I ` x 4.0 x 2.9 1 x x o:. .....:...•,: ,;: S2, � d N Lu I 1 .a o C m 3 a O^-' 2 FLR. �.i?z:•ii:;ti}- av�c [� 27 B �oS / % x N p C. ..v. / D.P m.'•:v:{i:i}.:• 0 1 O O / 4. x3.8 AIR A15'........ ....?.!' SANITARY LOCATION i�W I A 275.23' W L.P.1 :::•:4.7 r:: POINT "A" "B" O B:. S.T. 17' 31' $ UP. L•P,2 LOM 16,699 Sq.Feel or 0.38 Acre 1 / x 5.1 D.P. 23.5' 25.5' L.P. UPLAND 14,355S.F.or0.33Acres � '2 xt.5 S85°38'15"W xt.6 x27 x4.3 LP 1 31' 17.5' L.P. LP 2 40' 19 L.P. " / LAND N/F OF GUY L.P. E05'S 108.15' RICHARD&JANE ROHMAN � MOH. S 85°38-40"W WIRE FEN C i LAND N/F OF I RICHARD&JANE ROHMAN FINAL 10/31/24 UPDATE 1/9/24 FOUNDATION LOCATION 12/11/23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ZONE AE EL 6 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS. FEMA MAP#36103CO176H EFFECTIVE 09/25/2009 NAVD88 ' IFI.. �R� ' AREA: ELEVAnON DA7UM: ' !!_ ll` ll Lz UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY I MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN LONLY ISTED7H THE EREON,£AND 70 THE AS57GNEES SURVEY OF THE LENDING INSTITUTIONHGUARANTEES ARE NOT TR BEHALF To THE 771LE ANSSFERABLE ANY GOVERNMENTAL AGENCY AND LENDING lNSn1U710N �,f THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES To THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE IVI� � � NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCE$ ADDITIONAL STRUCTURES OR AND 07HER/MPROVEMEN7^a EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDEHT ON THE PREMISES AT THE TIME OF SURVEY SURvEY OF:DESCRIBED PROPERTY of NEW Y CERTIFIED TO: DANIEL&SUZANNE DIVINEY; M, y, 0 MAP OF: A, kk O p P� G FILED: Y� � SITUATED AT GREENPORT r of TOWN OF-SOUTHOLD 0 K COUNTY, NEW YORK �`" ��TH M WOYCHUS LAND SURVEYING. PLLC SUFFOL �0 050882 JQ Professional Land Surveying and Design A P.O. Box 153 Aquebogue, New York 11931 FILE#223-166 SCALE 1 a=40' DATE-DEC. 10, 2023 N.Y.S. USG NO. 0508B2 PHONE (881)E98-1588 PAX(631) 298-1588 TEST MOLE DATA ` McDONALD GE05CIENCE 12/4/2020 ! D NICENE EL. 6.3' i D S FFOLK COUNTY DEPARTMENT OF HEA H SERVICES MIX D SAND AND LOAM APPROVAL OF CONSTRUCTED WOR S FOR OCT 4 2024 A SINGLE FAMILY R ES I D E N C 3' GRA ORGANIC CLAY OL Atl6 11 2024 � B ��DF '. Dat 4 BRO N CLAY Cl l � s.b T H.S. Ref. No. -2�-- 0 �,j O .,• The s wage disposal and water supply facilities at th s location have been EL. 0.5' 5.e' WA R IN BROWN CLAY in petted and/or certified by this DepartmenUr Cher agencies and G, C/1 found to be satisfactory FOR A MAXIMUM& BEDROOMS. O • = ll� WAT R IN PALE BROWN REBARO FINE 5AND SP ® = WELL = STAKE 00 = TE5T HOLE CRAIG KNEPPER, P.E., ON F NOT : WATER ENCOUNTERED e = PIPE OFFICE OF WASTE MANAGE ENT ■ = MONUMENT 13' 5.8' BELOW SURFACE ' = WETLAND FLAG • ^...,..._... �....,<,v...�_n ��,��TM%��• �•"R��RwA'F�•x� �„ ELEVATIONS AND CONTC UP,LINES REFERENCED?12NE©.R-1°— UTILITY POLE NAVD 86 AREA OF 1000-43-05-o8:18,500 SF(0.424 AC) TO TIE LINES AREA OF 1000-43-05-o8:14,483 SF(0.332 AC) TO TIDAL WETLANDS BOU KEY (NYSDEC ADJACENT AREA/TOWN OF SOUTHOLD BUILDABLE LAND) N/O/F DANIEL AND SUZANNE DIVINEY O SOUTHOLD TOWN EXISTING LOT COVERAGE: 1000—43—05—23 ROOF OF EXISTING HOUSE: 1,354 SF 00 DECK: 18o ;7 SHED: 126 Ln TOTAL: 1,66o SF 00 1,66o/14,483(BUILDABLE LAND)=11.5% N V) SOUTHOLD TOWN PROPOSED LOT COVERAGE: `09• PROPOSED HOUSE 1,516 SF �s GARAGE: 341 1JJ W Z SCREENED PORCH: 123 lam-' Q FRONT ROOF OVERHANG: 92 S Q %6 = EAST DECK/BALCONY 410 6' O WEST 2ND FLOOR BALCONY: 112 Q F- TOTAL: 2,594 SF 31 P,/ 0O j 2,594/14,483(BUILDABLE LAND)=17.9% ✓) s+- �u 9 > _ M Q U' NYSDEC EXISTING LOT COVERAGE: �q ® J« Cam' U_ Q m m EXISTING HOUSE: 1,354 SF �--Ay � `��Z U O (Qj DECK AND STEPS: 209 Lj_O v G U L_L_ F� O N I D do l l L_E=T �N O SHED: 126 =LL- W W LLj� DRIVEWAY AND PATIO: LL TIDAL WETLAND BOUNDARY,AS DELINEATED BY \ O Q TOTAL 2,441 SF EN-CONSULTANTS.ON AUGUST 5,2021 J Z— 4.483((ADJACENT AREA 1 AD 1 .2% Q 44 )= 5 NYSDEC PROPOSED LOT COVERAGE: U PROPOSED HOUSE : 1,516 SF GE: 41 �Z O SCREENED PORCH AND STEPS: 340 O �'8S FRONT ROOF OVERHANG: 92 3 EAST DECK/BALCONY AND STEPS: 427 W p / WEST 2ND FLOOR BALCONY/DECK: 112 Q CJ WEST STEPS BEYOND ROOF OVERHANG: 5 Q CONCRETE PADS(@ GARAGE&A/C UNITS): 47 a: p PAVERS IN SAND: 112 CXISTING tIATURAL VEGETATION AC I.TO%VETL;NO < O 'BOUNDARY TO REMAIN AS NON-DR TURBANCE'BUFFER '1'O'PAl.t 2,792 SF Q Z TO BE CLEAREDTHINE PATH / / 2, 2 8 (ADJACENT AREA 1 % TO BE MAINTAINED\ / 79 /14.4 3( 1 )= 9.3 UV) y x i �O J Y Z PROJECT LIMITING o FENCE DISTURBANCE LIMIT ANCE FSI E DRAINAGE CALCULATIONS Z m 3 DISTURBANCE ~ o: Y Z _ EX.EDGE OF LAWN U W _ m Z J --j J ZONE 1(GARAGE,FRONT COLONADE AND SOUTH MAIN ROOF): Q W to 1,249.9 SF x 0.17=212.5 CF \ Z U CL -� PROP. 0-F T WIDE,APPRO Z PROVIDE(3)6'DIA x 3 6"D DRYWELLS(234.6 CF) 800 SF ON URF BUFFER \ U 0 NOTE:D: THERE ARE NO W A ZONE 2(NORTH MAIN ROOF): Z GRADE CHANGES/ Z W 796.o SF x 0.17= 135.3 CF NE 1 DRYW S NO IMPORTED FILL I6'DIA. '•' llt/M O ~Q PROVIDE(2)6'DIA x 3'6"D DRYWELLS(156.4 CF) El 3E OF LAW EX.EDGE OF LAWN Z 3 PORCH », .SCRE W J ENED SCDHS No. R-22-o682 PORC YA J I 112 SF.PAVERS 4: . BALCONY ABOVE Z LJ.I m IN SAND PATIO 410 S.F'.W000 DIICK 17 SF.4'><4'3' AE6 li' b, ANDBALCONYABOVE " 17 SF.4'•4'3' sra• WOOD STEPS LOCATIONS BY PATRIOT SITE DEVELOPMENT,INC. b W WOOD STEPS LU rt � ) A B 4'•4'SHOWER t Iat- �. ENCLOSURE OVER d I 1,5.6 S.N. q BEDROOMa STORY HOUSEI =O STl 17 31' GRAVEL BED PIPED TO 1 ZONE 1 DRYWELLS M H JI' V17ACHED � F.F.EL.•q.d �I '+' DB1 23.5 25.5 IA.CONTROL PANEL Z J e ONE SI'ORY ) W In I ELECTRIC POWER LIN E) C7 M DP1 1 1 ❑ 7 J GARAGC• SF.ROOF 11'• 3 7'S J 34u SF 9� tPd 1,— Tb• FUJIMAC BLOWER ❑ L0 00 OVL'RHANG O'IP1 D7 DP2 0 1 ' Q I F.F.EL..B.o' , 4' 9 395.F.C. arz A y, , LEANOUT '�1,1 -j.O AIR LINE NCRETE PAO = (n EXISTING O/H ELECTRIC AND AP ON /•1 J N�<'DRAIIJ LINE 6-B'dia. .TAL ALL LEACHING .. CABLE LINES TO BE BURIED J0___J LEACHIN GS ELEMENTS ARE PRECAST EXISTING tuD I j D O O CONCRETE PER SCDHS J c WATER -,RVICE I/AOWTS STANDARDS F NEW 14 ,g Ip INZONE2 LS Imo! "'' 00 N p=Q (2)6'CIAx 3'0•D TI • ❑ \' �• \ 39' ��J ; AWATER MET R ��Z t-r S' •�A�- �L N4'21'20"WI ws 125.00'`, — UTIL. POLE UTIL. POLE EDGE PAVEMENT to in o =tu Io 0 y ('J w p 4 05 w 11110 BAY ROAD PUBLIC WATER IN STREET DWELLING ON 100' 75' PUBL C"WATER PUL DWELLING WATER 57' DWELLING� ON 50' 50' PUBLIC WATER AS BUILT BASED ON SURVEY BY PECONIC SURVEYORS (JOHN METZGER) S I T E PLAN LAST DATED OCTOBER 29,202I 11 1 SCTM No.1000-43-05-o8 j = 30 18,500 sf to TIE LINES Robert I. Brown 205 Bay Ave. Greenport NY I DIVINEY RESIDENCE SANITARY SYSTEM DESIGN Architect, P.C. info@ribrownarchitect.com 631-477-9752 400 BAY ROAD,GREENPORT,NY I/A OWTS Nick Mazzaferro, P.E. DRAWING SCTM No.1000-43-05-o8 Aug 13,2024 S-1 qvv 15aq Rd q 1'10S r4Generated by REScheck-Web Software Compliance Certificate Project Diviney NEW CONSTRUCTION Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,009 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 400 Bay Road Dan &Suzanne Diviney Robert I. Brown Architect P.C. Greenport, NY 11944 205 Bay Avenue Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Compjiance: Passes using UA trade-off Compliance: 7.6%Better Than Code Maximum UA: 591 Your UA: 546 Maximum SHGC: 0.40 Your SHGC: 0.40 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. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,220 49.0 0.0 0.026 0.026 32 32 Ceiling Cathedral: Cathedral Ceiling .27,4 49.0 0.0 0.022 0.026 6 7 Wall- 1st Floor:Wood Frame, 16"o.c. 1,714 28.0 0.0 0.050 0.060 64 77 Door-front: Solid Door(under 50%glazing) 27 0.500 0.320 13 9 Door-Garage: Solid Door(under 50%glazing) 24 0.500 0.320 12 8 Door-bedrooml: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-greatroom: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-greatroom/su n room: Glass Door(over 50% glazing) 24 0.300 0.320 7 8 SHGC: 0.40 Window-Powder room:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-greatroom front 1: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-greatroom front 2: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 1 of11 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window-bedrooml 1:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-bedrooml 2: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bedrooml 3: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bedrooml 4:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-bedrooml closet 1: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bathroom 1:Wood Frame 5 0.300 0.320 2 2 SHGC: 0.40 Window-bathroom 2: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-bedrooml 5: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.40 Window-bedrooml 6:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.40 Window-greatroom rear 1: Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Window-greatroom rear 2:Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Window-greatroom rear 3:Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Window-greatroom rear 4:Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Wall-2nd Floor: Wood Frame, 16" o.c. 1,653 28.0 0.0 0.050 0.060 60 72 Door-familyroom front: Glass Door(over 50% glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-bedroom 2: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-familyroom rear: Glass Door(over 50% glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-bedroom 3: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Door-bedroom 4: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Window-guest bath: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-familyroom front 1: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-familyroom front 2: Wood Frame 17 0.300 0.320 5 5 SHGC:0.40 Window-bedroom2 1: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-bedroom2 2: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bedroom2 3:Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bedroom2 4:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-bedroom2 closet 1: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.40 Window-bathroom 1: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.40 Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 2 of11 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window-bathroom 2:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-bedroom2 5:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-bedroom2 6: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.40 Window-familyroom rear 1: Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Window-familyroom rear 2: Wood Frame 21 0.300 0.320 6 7 SHGC: 0.40 Attic:Wood Frame, 16"o.c. 671 28.0 0.0 0.050 0.060 30 36 Window-front 1:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-front 2: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-front 3: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-front 4:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window- rear 1: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window- rear 2: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-rear 3:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Window-rear 4: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Floor:All-Wood joist/Truss 1,516 22.0 0.0 0.042 0.047 64 71 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 corn ly with the mandato requirements listed in the REScheck Inspection Checklist. Na e-Title SignZi tureJ Date V-0 ABC OF Pd '� Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 3 of11 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 ` 'Field Verified Pre-Inspection/Plan Review PIaris Verified 'Complies? Coinrii6hts/Assumptions &•Req.ID Value Value, ' 103.1, Construction drawings and , ❑Complies :Requirement will be met. 103.2 documentation demonstrate ": ❑Does Not [PR111 ;energy code compliance for the w building envelope.Thermal i ❑Not Observable envelope represented on ,;" ❑Not Applicable construction documents. 103.1, Construction drawings and I p� =��❑Complies ;Requirement will be met. 103.2, documentation demonstrate m ❑Does Not 403.7 :energy code compliance for [PR3]1 lighting and mechanical systems. ° M , _, �N, ;�" ❑Not Observable ; Systems serving multiple ❑Not Applicable 00 dwelling units must demonstrate ;compliance with the IECC .Commercial Provisions. 302.1,,; " ""Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. 4037 Isized per ACCA Manual S based Btu/hr : Btu/hr j❑Does Not [PR2]2. , on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable 3 Manual J or other methods ; Btu/hr ; Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 112 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 4 of11 '"Section _ # ., ; ,Foundation.Inspection Complies? Comments/Assumptidns &Reg:ID 303 2 1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. 0011]2 ga protect exposed exterior insulation Z❑Does Not and extends a minimum of 6 in.below grade. ;❑Not Observable i ❑Not Applicable Snow-and ice-melting system controls;❑Complies Exception: Requirement is not applicable. [FO12]2 , 'l installed. :❑Does Not l� ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 5 of11 Section; %•� plans Verified FielB"Verifled " # , ; Framing/ Rough Iri°';Inspection Complies Comment§/Assumptions Req.lp Value Value r, f 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR1]1 v ;❑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, 402.5 '❑Not Observable ; [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products " �`'_ ' .�'❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or s r e ❑Not Observable :taken from the default table. ff �'❑Not Applicable 402.3.5 Fenestration in thermally isolated; U ; U- ;❑Complies ;Requirement will be met. [FR8]1 sunrooms in Climate Zones 2-8 ❑ Isolated ;❑ Isolated ;❑Does Not have maximum U-0.45. ❑ Not Isolated ❑ Not Isolated ;❑Nat Observable ❑Not Applicable 402.3.5 ;Skylights in thermally isolated U- ; U- ;❑Complies ;Exception: Requirement is [FR9]1 :sunrooms in Climate Zones 2-8 ;❑ Isolated ;❑ Isolated ;❑Does Not :not applicable. have a maximum skylight U- ;❑ Not Isolated ;❑ Not Isolated ;❑Not Observable ;factor of 0.70.All other sunroom :skylights must meet code ;❑Not Applicable requirements. 402.4.1.1 ;Air barrier and thermal barrier `, >w, z ❑Complies ;Requirement will be met. [FR23]1 'installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting � ' ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code , ;,J.. ❑Not Applicable ;limits. d ,,, , 4,02 4 5 y IC-rated recessed lighting fixturesnti, ❑Complies ;Requirement will be met. VR161? -sealed at housing/interior finish t E s ❑Does Not Q ad aand labeled to indicate:52.0 cfm r ❑Not Observable .{leakage at 75 Pa. 'id ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ` ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is []Does Not >= 3 inches in diameter and> � n 40 ❑Not Observable ;R-6 where < 3 inches. Supply and �� f �� ;return ducts in other portions of R WIT" ❑Not Applicable :the building insulated >= R-6 for diameter>= 3 inches and R-4 2 :for< 3 inches in diameter. 403.3.2 i Ducts, air handlers and filter = C '� ❑Complies :Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not ;joints/seams compliant with V . V w y; ;International Mechanical Code or � � � �� ❑Not Observable :International Residential Code as f � i ❑Not Applicable applicable. 403.3.5 Building cavities are not used as --" ❑Complies ;Requirement will be met. .[FR15]3 iducts or plenums. ❑Does Not ❑Not Observable [:]Not Applicable 1 High Impact(Tier 1) 11 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 6 of11 Sectionr Plans Vei�fied Field V60fie-d #f Framing/Rough In Anspectwn Value Value ,CompUes� Comments/Assumptions, .� i Req:ID 403 4' ,',. HVAC piping conveying fluids R- R ;❑Complies :Requirement will be met. „sabove 105 QF or chilled fluids ❑Does Not z4 below 55 QF are insulated to>_R- V 1 3 ;❑Not Observable ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC t � �� '� ❑Complies ;Requirement will be met. (FR24)1 ;piping. �� ❑ Does Not ❑Not Observable ❑Not Applicable 403'.5,3. Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]� :;�izR-3. ;❑Does Not _ 4 ;❑Not Observable ;❑Not Applicable '403 6 "",Automatic or gravity dampers are , a = ' .e ❑Complies ;Requirement will be met. (FR19F' installed on all outdoor air ❑Does Not intakes and exhausts. $ ; "z 4 � kkti ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) :2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 7 of11 ,'Section Y Plans Verified Fie1d Verified ..Insulation Inspection CoropIies? Comments/Assumptions RegaDo _. Value : ' �Value & 303 Teti`1;All installed insulation is labeled z ;❑Complies :Requirement will be met. [IN13]2 .`j or the installed R-values v-{ (. Does Not Provided. ,} rc ❑Not Observable k' K' ❑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. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable U ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and _ ❑Does Not [IN2]1 in substantial contact with the `underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ,.x ❑Not Applicable contact with the top side of arg ;sheathing, or continuous 4 ,insulation is installed on the WH gkunderside of floor framing and �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 ;❑ Wood :[--]Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass ;❑ Mass :[-]Not Observable [IN3]1 ;exterior,the exterior insulation U requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable j 303.2 Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not 'El Not Observable �x ❑Not Applicable Zz- 303.2 :Sunroom wall insulation installed ❑Complies ;Exception: Requirement is [IN9]1 per manufacturer's Instructions P* ❑Does Not ;not applicable. "" ❑Not Observable ❑Not Applicable 303.2 �Sunroom ceiling insulation is Complies :Exception: Requirement is [IN11]1 ;installed per manufacturer's = ❑Does Not ;not applicable. instructions. rt � �a [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact.(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 8 ofll Pfiim,Ver�fie-& Field,Verifieit # Final Inspection Provisions Value Value Compliesi Comments`/Assumptions :& R'eq 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, ;❑ Steel ;❑ Steel ;❑Not Observable 402.2.E[Fill' :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per N ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ;300 ftz. ❑Not Observable ❑Not Applicable 4. , 402.23 -'.]Vented attics with air permeable k ❑Complies ;Exception: Requirement is [FI22]z ' insulation include baffle adjacent ' ❑Does Not :not applicable. to soffit and eave vents thata j extends over insulation. ❑Not Observable I ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ;Requirement will be met. [FI3]1 insulation all-value of the ;❑Does Not ;adjacent assembly. :.[]Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 .ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 402� .4 2 -1 Wood-burning fireplaces have ❑Complies ;Requirement will be met. as ; [FI8]? tight fitting flue dampers and r � ❑Does Not outdoor air for combustion. gK � ; i ,�" t & � .� ��❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :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 ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch 4.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to ;❑Not Applicable ; !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated � ; �� "' ❑Complies !Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. , ,ems ems, �y ,p❑Not Observable ❑Not Applicable 403.1.1 jProgrammable thermostats ❑Complies ;Requirement will be met. TFI9h - i installed for control of primary skip 9G _❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to A 6_ ., r 3 code specifications. g ❑Not Applicable ' a❑Com lies ;:Requirement will be met. 403 1 2 �� ;Heat um thermostat installed � � "� �� ' pump �. �, � ,�r � �, � P [FI10]2 ' on heat pumps. 1 � �_ " k� ❑Does Not ! " ss ❑Not Observable ❑Not Applicable I]High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 9 ofll Plans Veeified'+ �Field'Verified [Sectio Final Inspection Provisions Complies -Comments/Assumptions &:Re `1U -. „ ry Value Value - . q' 409.5J ,;Circulating service hot water r� � t s ❑Complies ;Exception: Requirement is .',systems have automatic or =t �'�` ❑Does Not ;not applicable. accessible manual controls. , ❑Not Observable ❑Not Applicable All mechanical ventilation system �, ❑Complies :Requirement will be met. �[FI25]�. ?fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy f and air flow limits per Table ❑Not Observable R403.6.1. ` ❑Not Applicable 403 2= Hot water boilers supplying heat Complies ;Requirement will be met. [1`I26]2 " A. through one-or two-pipe heating r x ❑Does Not systems have outdoor setback r control to lower boiler water x _ °. ❑Not Observable ti ❑Not A licable ; temperature based on outdoors _s - ,u, PP f temperature. g 403 1 5 1 Heated water circulation systems y s ❑Complies ;Requirement will be met. [FI28]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- pipe. , � ❑Not Applicable Jsyphon circulation systems area j f xt y not present. Controls for 'jcirculating hot water system 3 pumps start the pump with signal jfor hot water demand within the ;occupancy. Controls i automatically turn off the pump t r x` {'when water is in circulation loop F , #is at set-point temperature and w � i no demand for hot water exists t j 403 5 fk2'•?Electric heat trace systems ` ,�,� �',❑Complies ;Requirement will be met. 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 desired water temperature in the piping 403 5 2 'Demand recirculation watery []Complies ;Requirement will be met. [FI30]2 systems have controls that ( ❑Does Not ' manage operation of the pump ",and limit the temperature of the e; k• `❑Not Observable water entering the cold water ❑Not Applicable a'piping to <= 1049F. € 403 5 4 ., 'Drain water heat recovery units a P ";❑Complies ;Requirement will be met. [F131]2,.� tested in accordance with CSA a ; ❑Does Not 1355.1. Potable water-side N pressure loss of drain water heat ❑Not Observable ❑Not Applicable recovery units <3 psi for pp ' individual units connected to one a'4 ib{ tad fi .]or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for - ,p individual units connected to � � �` ` three or more showers. n,Z i� `.a 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 ;fixtures have high efficacy lamps r ❑Does Not 'k t a° ,i4' ❑Not Observable n ❑Not Applicable 404.-1.1 Fuel gas lighting systems have ❑Complies :Exception: Requirement is [F123]3 no continuous pilot light. �� ❑Does Not ;not applicable. , b t4 �} ❑Not Observable fit ❑Not Applicable 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 1.3 Low Impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 10 ofll Section: ' Plans Verified Field°verified # k Final Inspection Provisions Value Value " . Complies Comments/Assumptionsf &,Reg;ID .,. 401.3 j Compliance certificate posted. ; ❑Complies ;Requirement will be met. [FI7]2 '� ❑Does Not 1 i ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for 1❑Complies :Requirement will be met. [FI1813 .°_ mechanical and water heating xa ❑Does Not ;systems have been provided. Jr. Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) "2 1 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Diviney NEW CONSTRUCTION Report date: 06/27/23 Data filename: Page 11 of11 o 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System• Water Heater: Name: Date: Comments ISSUES/REVISIONS ❑ ❑ ❑ ❑ ❑ 13'-1 I /4" 37-8 1/4" 1 5'-G 1/2" 1 I'-2 1/2" ELEV. 6.5' �o u� N i i CONCRETE SLAB IN UNFINISHED CRAWL SPACE FLUSH WITH SURROUNDING GRADE GARAGE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE n ARCHITECT.INFRINGEMENTS WILL m BE PROSECUTED N CONCRETE SLAB ON GRADE 2022 ALL RIGHTS RESERVED - N i Robert I. Brown .Architect, P.C. 2055 Bay Ave. Greenport NY :inf"o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 1 4'-7" 2 G'-G" 10'-G" 1 5'-7" I I'-3" 'THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND -DESCRIBED IN ACCORDANCE WITH THE LAW. 78'-5" FOUN ATION PLAN /�� Df;;iC�/ 41 y02 E J� ti`� Q�v EW ti J� �a CLIENT/OWNE > Gov DAN & SUE DIVINEY BId9 Dept cOpY from ZBA Final reviewed documents ZBA File *-7 r,_3 PROJECT TITLE Date.:jo / u / '0 7- NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TIME FOUNDATION PLAN SCALE JUNE 2,2022 1/4' DRAWING NO. ISSUES/REVISIONS GAS FIRED GRILL N COVERED DECK U/O D 0 o SCREENED PAM GRAD LEVEL ` PORCH 10 G"_/ z ( / ELEV. = 6.5' O O U U U U Lr Lr- REFRI THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE �- ARCHITECT.INFRINGEMENTS WILL K BE PROSECUTED 13'-1 13/4° GREAT (:Dx2022 ALL RIGHTS RESERVED --, ffe.=9.0' ROOM L--J OWALL T VENS KI CHEN BEDROO 0 Robert I. Brown 1F] Architect, P.C. I 205 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE J I CLOSET 631-477-9752 Q � ffe.=8.o' rr IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LIVENSED ARCHITECT,TO ALTER ANY ITEM ON TIHIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND U DESCRIBED IN ACCORDANCE WITH THE LAW. w FOYER m _ 00 F1 U rr PAVING PAVING UNDER UNDER \ '` NJj- E ❑ ROOF ❑ ROOF CLIENT/OWN DAN & SUE FIRST FLOOR PLAIT DIVINEY PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TITLE FIRST FLOOR PLAN Bldg Dept copy from ZBA Final reviewed M-1 m ZBA File x `-74 Date: /. SCALE JUNE a,2022 1/4" DRAWING NO. ISSUES/REVISIONS FREE-STANDING GAS FIRE PIT 0 N BALCONY DECK kj BALCO = DECK o rHESE PLANS ARE AN INSTRUMENT OF N I p_I I" SERVICE AND ARE THE PROPERTY OF THE MRCHITECT.INFRINGEMENTS WILL FAMILY BE PROSECUTED BEDROOM �n ROOM 2022 ALL RIGHTS RESERVED N BEDROOM 3 2 3' " BEDROOM Robert I. Brown 4 O Architect, P.C. — — El ❑ 2;o BaX Ave. Greenport NY — — — im o@ribrownarchitect.com 631-477-9752 CLOSET O rir IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHRTCr,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED 8'-G 3/4" ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. LAWN DRY Xy / 2J rA �Z 34 BALCONY F NE�� DECK CLIENT/OWNER J DAN & SUE SECOND FLOOR PLAN DIVINEY PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TITLE SECOND FLOOR PLAN Bldg Dept copy from ZBA TSCALE Final review ad documents JUNE 2,2022 1/4" ZBA Fifer `"7 W6 DRAWING NO. Date: 0/.. / C- Z_ ISSUES/REVISIONS BALCONY DECK BELOW LOW HEADROOM `n THESE PLANS ARE AN INSTRUMENT OF 25'-3" SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED 1 I'-3" - c4 N N Robert I. Brown Architect, P.C. AMC STORGE LOW HEADROOM STORAGE zoo Bay Ave. Greenport NY UNCONDITIONED UNCONDITIONED info@rlbrownarchitect.com 631-477-9752 1 O'-3" h IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON LOW THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND HEADROOM DESCRIBED IN ACCORDANCE WITH THE LAW. - O — (D 1 41 E`NyG C'.LIENT/OWNER DAN & SUE DIVINEY ATTIC PLAN PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TITLE ATTIC PLAN SCALE JUNE a,aozz 1/4' Bldg DeDt copy from ZBA DRAWING NO. Final rFuiewed documents ii �/-2 "Czzs- ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SEIRVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 63-1-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Lai i Y i L ` F � CLIENT/OWNER DAN &. SUE DIVINEY ROOF PLAN PROJECT TITLE NEW RESIDENCE 40o BAY ROAD,GREENPORT,NY DRAWING TTTLE ROOF PLAN SCALE JUNE 2,2022 1/4"=1-0" Bldg Dent copy from ZBA DRAWING NO. Final reviewed documents ZSA He x 7rr ,Z-- ISSUES/REVISIONS 1 TOP OF RIDGE EL. + 37'- 9" TOP OF WINDOW EL. +34'- 10" ATTIC FLOOR EL. +28'- 2" FINISH CEILING EL. +27'- 4" TOP OF WINDOW EL. +2G" -0" I SECOND FLOOR EL. +19'-4" FINISH CEILING EL. +18'-0" mg TOP OF WINDOW EL. +17'-0" El I u====fl ill KIL 1 10 FIRST FLOOR EL. +9'-0" THESE PLANS ARE AN INSTRUMENT OF GRADE EL. +G'-0" SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED WEST ( FRONT ) ELEVATION 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. TOP OF RIDGE EL. + 37- 9 i�0 Bay Ave. Greenport NY n o@ribrownarchitect.com 631-477-9752 IT'IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A TOP OF WINDOW EL. +34'- 10' LICENSED ARCHITECf,TO ALTER ANY PPEMON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 3X'N f <t 4J yr 2�CA ATTIC O FINISH CEILIONG EL. +27 r '-4" TF NEW�G TOP OF WINDOW EL. +2G"-0" CLIENT/OWNER DAN & SUE I DIVINEY SECOND FLOOR EL. +1 9'-4" # FINISH CEILING EL. +18'-0" TOP OF WINDOW EL. +1 T-0" PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TITLE i ELEVATIONS FIRST FLOOR EL. +9'-O" L Bldg Deot car from Z5A SCALE Final revw: UNE 2,2022 1/4 GRADE EL. +G'-0" ZBA File r 7(0 n 11-O n Mt = DRAWING NO. SOUTH SIDE ELEVATION ISSUES/REVISIONS TOP OF RIDGE EL. + 37-9" TOP OF WINDOW EL. +34'- 10" ATTIC FLOOR EL. +28'- 2" FINISH CEILING EL. +27'-4" TOP OF WINDOW EL. +20-0" SECOND FLOOR EL. +19'-4" FINISH CEILING EL. +18'-O" TOP OF WINDOW EL. +17- 0" I i I FIRST FLOOR EL. +9'-0" NORTH ( SIDE ) ELEVATION 'THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE .ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED .Robert I. Brown TOP OF RIDGE EL. + 37'-9" Architect, P.C. ?.05 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 TOP OF WINDOW EL. +34'- 1 O" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECITON OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND Ll Lj DESCRIBED IN ACCORDANCE WITH THE LAW. 0�TCn ATTIC FLOOR EL. +28'- 2" FINISH CEILING EL..+27'-4" {, TOP OF WINDOW EL. +20--0"77=== O I I I IN 1111 IN III 1 1111 1111 111 CLIENT/OWNER m DAN & SUE _ I SECOND FLOOR EL +19 -4" momIMMMMUMED IVINEY f 1II , Y li ilplll � � I ► III i�Ji � I �1 ► 1111111 I FINISH CEILING EL. +18'- 0" TOP OF WINDOW EL. +17-0" PROJECT TITLE ][STEW RESIDENCE .40o BAY ROAD,GREENPORT,NY ------ ------ ----- DRAWING TITLE c9pFIRST FLOOR EL. +9'-0° Bldg Dept wed from BA LEVATIONS -- — �-- I --� i-------- � i Final reviewed docum is ZBA File x "7Co Date: Q/ /� 7 t GRADE EL. +G'-0" SCALE JUNE a,2022 >/4"'="-0" EAST ( REAR ) ELEVATION DRAWING NO. a ISSUES /REVISIONS HOLDDOWN APP VED AS NW11) RIDGE RESIDENTIAL GENERAL NOTES ELECTRICAL AS NEEDED I/2" SPACING I E DATE: 023 g 1 . FUR�lISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOOLS, AND SERVICES ALLOWS HOLDDOWN M 15C. GENERAL NOTES NECESSARY AND F>EQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW /RIDGE TEN51 STRAP IN5TALt.�CN \ � -PI r 1 1. THIS PROJECT 15 CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE AND DETACHED ELECTRICAL SYSTFMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: / . CORNER STUD `� FEE OCCUPANCY OR CONNECTED TO 48Q' 8Y GARAGE. CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, JAL TRANSFER SHEAR s[ 1 NOTIFY ILDING DEPARTMENTAT 2.THE PROPOSED HEIGHT OF THE BUILDING 15 34'-6". SERVICES, FEEDER5, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO s - Me"O� USE IS UNLAWFUL APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES (2)1 6d COMMON y�M. ,IQ.�S 631-765-1802 8AM TO 4PM FOR THE 3. THE TYPE OF CONSTRUCTION IS TYPE V (B). RI w NAILS@G"O.C. H W 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND WITHOUT CERTIFICATE FOLLOWING INSPECTIONS; � AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND CPE EAT o �� 1. FOUNDATION-TWO REQUIRED c �+ STATE AND THE AF 4- PA WOOD FRAME CONSTRUCTION MANUAL 2018 HIGH WIND EDITION. INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND J015T HANGER. FOR POURED CONCRETE Of OCCUPANCY 5. DE51GN LOAD CALCULATION ARE BASED ON: ELECTRICAL DISTRIBUTION SYSTEMS. BEAM PER WFCM 5BC TABLE 2.4�^n(� F �� PROVIDING 6 EA. 8D COMNi0RNfVA'1 9K 2. ROUGH-FRAMING&PLUMBINQ LIVE LOAD: AS PER TABLES POO 1.5 * R30 I.6 OF RCNY5 2020. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 ELECTRICAL IN EACH END OF 1-1/4" 20 GAGE STRAPS 3. INSULATION DEAD LOAD: CALCULATED AS PER R301.3 OF RCNY5 2015. CODE OF NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-201 7 CROSS SECTION FOR 120 MFM�NPDS�p�WIND SPEED. SNOW LOAD: 20 PSI GROUND SNOW LOAD AS PER FIG. R301 .2(6) OF RCNY5 2020. (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), 4. FINAL-CONSTRUCTION MUST WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST, AS PER R30 1 .2.1 .4 FIGURE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION (NEMA) AND ANY OTHER E COMPLETE FOR C.O. APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT ALL CONSTRUCTION SHALL MEET THE R301.2(5)A OF RCNY5 2020. REQUIREMENTS WILL APPLY. REQUIREMENTS OF THE CODES OF NEW 3. ALL PRODUCTS U5ED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS I� -�r( '/�L�'rP� LOCATION LIVE DEAD DEFLECT LIMIT LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY N YOR( STATE. NOT RESPONSIBLE FOR 2ND.FL. (SLEEP AREA) 30 PSF 12 PSF L/360 4. ALL WORK OPJ THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE N. ""'°" N SEP ATTIC (SERVED BY STAIRS) 30 PSF 10 PSF LJ360 SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. ; , ROOF 20 PSF 15 PSF U360 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES Do,pMLPlpp^Dl.m.b "` 5 "` 2023 AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND ANY OTHER.APPLICABLE JURISDICTION. G. THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, :^I „ ;�:`a.°F 1 I'.M 415,6dp MMON N LS IN E7CE D OF 1-114"x 000 COMPLY WITH ALL CODES OF G. CARBON MONO'CIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES '. „ ' .. ;,�T__ R LATE L/SHEANECTION TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL """"' NEW YORK STATE & TOWN CODES CONNECTION WITH THE WORK. SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS i' ':p.p " (f.AtL^°GONNECTI N (TABLE 3.3B) WFCM 1995 FOR 120 MPH FASTEST WIN SPEED. A:� =THOLD THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED ARE NOT ACCEPTAc�LE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH � r, REC; ND CONDITIONS OF n OR IMPLIED IN THE USE OF THESE PLANS. SLEEPING QUARTERS ARE LOCATED. TOWNZBA RETAIN STORM WATER RUNOFF 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE 7• SMOKE DETECTOR5 IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE OF NEW PORK STATE, THE NFPA NATIONAL FIRE z PURSUANT 70 CHAP I C:F{ 236 DRAWINGS. FOLLOW DIMENSIONS ONLY. ALARM CODE NO. 72-1903 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING BOARD OF THE TOWN CODE. 8. CONTRACTOR(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR AREA, IN EACH 51 t FING AREA, AND ON EACH FLOOR LEVEL. OUTHOLD TOWN TRUSTEES DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS B.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE f LOCIP, NOTED. CONTRACTOR SHALL_FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO AND BURGLAR ALARMS AS NECESSARY. J015 N.Y.S.DE=. COMPLETE THE WORK. pM"=. ^Ipp"p.I .P eDR ei.,pDei ar,D z s> 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS NAILING SCHEDULE �m� '"'Q� "'"' PLUMBING A AND SPECIFICATIONS. VC ALL PLUMBING tArA�-�E (PER AF 4 PA AI�iERwAN WOOD COUNCIL WFCM FOR P OV E 8X 8d CCM CN N IS IN EA/HED OF 1-1/4"x ew �, a Ec WATER LINT-S,N"'7_D 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF ONE AND TWO FAMILY DWELLINGS 20 1 5 5BC HIGH WIND EDITION) AGE STRAP @ ROOF TO WALL WALL TO WALL AND TEST HOLE DATA TRUS$PLACf.rM;IG nrmuri V66' ING BEFORE COVERiNC'+4 OCCUPANCY. ALL TO FOUNDATION CONNECTIONS (TABLE 3.38) McDONALD GEOSCIENCE DEMOLITION JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING 5 R 120 MPH FASTEST WINJ SPEE . 121412020 1 . CONTRACTOR SHALL CLEAR AND EXCAVATE THE PROPERTY AS REQUIRED TO CONSTRUCT THI5 ROOF FRAMING EL. G.3' PROJECT. RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER MIXED SAND AND LOAM 2. CONTRACTOR SHALL REMOVE TREES AS DF-51GNATED BY THE ARCHITECT AND OWNERS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST Lu CEILING.IOI5T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP J015 OC R O PLUMBER CERTIFIG,4TlON FOUNDATIONS CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP s GRAY ORGANIC CLAYOL ON LEAD CONTENT BEFORE 1 . ASSUMED 501L BEARING CAPACITY, 1,500 Ib./ScI.Ft, RIDGE STRAP (EACH END) 2 PER TIE - LO O CERTIFICATE OF OCCUPANCY 2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ^ 4' 3. ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. p c BROWN CLAY CH RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END 0 SOLDE R USED IN KIATER WALL FRAMING EL. 5' 5'8' SUPPLYSYSTEMCANNOT GENERAL CONSTRUCTION WATER/N BROWN CLAY 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECE55ARe TO TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PEP,FOOT 61 CH EXCEED 2/10 OF 1% LEAD. COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN. OR TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd JOIST EA.SIDE UPLIFT CONNECTIONS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WCRK. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. N/0/F DANIEL AND SUZANNE DIVINEY 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES O WATER IN PALE BROWN 3. INTERIOR TRIM SHALL MATCH EXISTING. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,-4-1 6d PER 2x4, 2x6, 2x8 RESPECTIVELY CON N E C T I O N 5 D E T A I L 1000-43-05-23 F/NF SAND SP 00 4. FRAMING ELEMENTS: BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I'7 ELECTRICAL A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGAS FIR-LARCH STRUCTURAL GRADE NO.2 END JOIST OR FLOCKING (FACE-NAILED) 2-16d PER FOOT zoINSPECTION REQUIRED OR BETTER. _ DO NOTE. WATER,EINGOU D J�FFRF B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS. AND SHALL BE INSTALLED, CUT FLOOR TRAM I NG 13, 5-& 13E1_O%V SUREAC.E AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS APJD SPECIFICATIONS. JOIST TO SILL. TOP PLATE TO GIRDER(TOE-NAILED) 4-861 PER JOIST ELF"/;^rIONa AND CONTOUP. LINES REFERENCED TO • C. ALL SHEATHING TO BE APA RATED, EXP05URE 1 , THICKNESS AS INDICATED. BRIDGING TO.JOIST (TOE--NAILED) 2-8d EACH END "IA""I' be JUNE z, zozz D. ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1 , 3/4" MIN. THICKNESS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END KEY E. ALL HEADERS G-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK 1 `09 I WITH TRIPLE UPRIGHTS. ALL.HEADERS SHALL BE A MIN. OF (2)2"x8" OR A5 SHOWN ON DRAWING. LEDGE STRIP TO BEAM (FACE-NAI;,.cD) 3-1 Gd EACH JOIST is i © = Rf BAR tdl exterior lighting ® = VdELL fnstall d F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE z ,, THESE PLANS ARE AN INSTRUMENT OF JOIST ON LEDs>: TO BEAM (TOE-NAILED) 3-8d PER JOIST ¢ A = 5TAICE ,replaced or OR AS NOTED @ 8'-0"O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. h SERVICE AND ARE THE PROPERTY OF THE G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. BAND JOIST TO J'"%IST(E'';D-NAILED) 3-16d PER J015T 60 _ _ TEST HOLE repaired shall conform ARCHITECT. INFRINGEMENTS WILL H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON BAND J015T -1L OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT •6� z • = PIPE y 7ry BE PROSECUTED O�1 = MONUMENT to Chapter 11G DRAWING. ROOF 5" i11NG I N �, D , = WETLAND FLAG of the Town Code zozz ALL RIGHTS RESERVED I. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL 5TRUCUPAL PANT'S 8d (TABLE 3.8) "� in s? = UTILITY POLE CONNECTORS BY"SIMPSON" OR APPROVED EQUAL. Z �9 w Z J. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"xG" STUDS DIAGONAL BGA!.D SHEATHING T. M z � ZONED:R-40 I"x6" OR I"X8" 2-8d PER SUPPORT Q "�s Q �' Q 2 Q 'AIII',A OF loon o 08:18, oo SF(o. z AC) To'rIE LINES SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE I N 10" OR WIDEN: 3-8d PER SUPPORT i'Z�n/ p z U ARLAOF1o0o-43-05-08:14483SF(o332AC) TOTIDALWETLANDSBOUNDARY ATTACHED NAILING SCHEDULE. G U L_L_ P O IV K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 1 2° CEILING S '-'1THING \ I fV LET Ld z W (N}SDECADJACENTAREA/'rOWNOFSOUTHOLFJBUILDABLELAND) TIDAL WETLAND BOUNDARY,AS DELINEATED BY t•) Cr O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. GYPSUM WALLE{IQARD 5d coolers 7"EDGE/ 10" FIELD ENCONSDLTANTs oNADGDST6,zoz, Y a L. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. Q SOUTHOLD TOWN EXISTING LOT COVERAGE M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE WALL SHEIi,Yi11NG 8Z�� 3 Robert I BI'OW11 ROOF OF EXISTING HOUSE: 1,374 Sp TYPE CONNECTORS BY"SIMPSON" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE STRUCURAL FNI.,-L 8d (TABLE 3.9) DECK: 18o HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. FIBERBOAR!: 1 n,l I`L S ` TOTAL: 126 Architect, P.C. 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS, IMPACT RESISTANT AS Sd 3"EDGE/6" FIELD Z � A�j � M".�l 9� TOTAL: 1,66oSF � ` .QS 1,660/1q,g83(BUILDABLE LAND)=u.5'% sOUTHOLD TOWN PROPOSED LOT COVERAGE: info@ribrownarchitect.com { ' o ao5 a�Ave. Greenport NY REQUIRED. FLOOR JH�iA.THING -' f 6. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. z o 3 STRUCURAL PA,wFLS Q o PROPOSED HOUSE : 1,516 SF 7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/$ PA WCFM-1995.(SEE NAILING N GARAGE: 63i-477-975Z SCHEDULE) 8d 6"EDGE/ 1 2" FIELD Q m ` \. 341 GREATER THAT J I" Q SCREENED PORCH: 123 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED I Od 6"EDGE/G" FIELD EXISTING NATURAL VEGETATION A J TO WETLAND u FRONT ROOFOVERHANG: 92 DIAGONAL BOARD SHEATHING Q BOUNDARY TO REMAIN AS NON-DI URBANCE BUFFER M BASF DECK/BALCONY qlU MEMBRANE. I" OR LESS 2-8d PER SUPPORT Q z 4'WIDECLEnREDPATH/ ! W;?'i,N'D FLOOR BALCONY: 112 9. FLASHING AT ROOF CONNECTIONS, VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. T TO BE MAINTAINED - 10. STEP FLASHING SHALL 15E USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT ROOF FRAMING 3 8d PER SUPPORT Z 0 ,, r(�'-'AI 2,594SF to 2,59.1/Iq,,}83(BUILDABLE LAND)=17.9% IT IS A VIOLATION OF THE.LAW FOR ANY PERSON, STEP FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND F 3 PER RAFTER \\W '"S Y ZZ PROJECT LIMITING ' IJNLESSACTING UNDER THE DIRECTION Or,A RAFTER TO TO' PLATE (TOE-NAILED) / Q FENCEnIMITOFsi E CHIMNEY, AND ROOF AND WALLS. Z m ¢ DISTURBANCE LICENSED ARCHITECT,TO ALTER ANY ITEM ON 1 1. INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CEILING JOISJ TO TAP PLATE(TOE-NAILED) 3 PER JOIST Q lal Y z 3 FX EDGE OF LA NYSDEC EXISTING LOT COVERAGE: THIS DRAWING IN ANY WAY. ANY AUTHORIZED CEILING JOIST O PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP a e> w EXISTING House: 1,35,}SF 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED _j ALTER�TIt1N MUST BE NOTED,sr:AIT:D,AND M Z J ` DECK AND STEPS: zoc FIBROUS GLASS INSULATION. NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP a LLI� D �'' rn DTSCRIBEDINACCOR"DANCE WITH THTIAW. RIDGE STRAP ~ z: _ '� PROP. -F 'TWIDE,APPRO E, SHED: 126 (R-6.5 PER INCH) BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. (EACH END) 2 PER TIE W Z v o_ Boo SF ON URI BUFFER 6' z DRIVEWAYAND PATIO: 751 12. NEW INTERIOR DOOR5 SHALL BE "'""". BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END O 00 NorE _ w ri TOTAL 2,441 SF �r U THERE WILL BE NO '•'� , A" 2 0 44 13. NEW HARDWARE SHALL_ MATCH EXISTING. RIM BOARD TO RAFTER(END NAILED) 2-16d EACH END z Z GRADE CHANGES/ (� 441/14,483(AD)ACENTAREA)=15.zh, NE 7 DRY S NO IMPORTED FILL � 14. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO A5TM C36, AND SHALL BF 16'DIAx -17v _0; ~ NYSDEC PROPOSED LOT COVERAGE: F1ED WALL FRAMING `� � M Q ,�E AR "5HEETROCK 5Vv" BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM 'WALLBOARD THICKNESS SHALL BE 1 T EXISTING SHED TOBE E >EOF A EX EDGE OF LAWN 0 PROPOSED HOUSE 1, 16 SF C TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT -i REMOVED 5 [� I/2" (' eoRciisc EKED r� U GARAGE: 341 F TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOIST EA.51DE Z BALCO. ABOVE V J SCREENED PORCH AND STEPS: 140 15. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND SPACKLED THREE (3) COATS. ALL EXTERIOR 1125E PAVERS 4e -•,, � mqQ CORNERS SHALL HAVE METAL CORNER BEADS. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. Q NSANDPATIO I I 4,oSF WOODDE.CK Z FRONT ROOF OVERHANG: yz AND BALCONY ABOVE 17 SF 45T4 S AE6 �' 0 EL EAST DECK/BALCONYAND STEPS: 427 HEADER TO HE,�,UER(FACE NAILED) 16d 16"O.C.ALONG EDGES nsF4'"4'3" 3.r w WEST zNn FLOOR BALCONY/DECK: nz WOOD STEPS FIN 15H E5 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2x6, 2x8 RESPECTIVELY „ " 3 I'.c•^ WEST STEPS BEYOND ROOF OVERHANG: 5 � a BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, Z w - CONCRETE PADS(C,l GARAGE&A/C UNITS): I. NEW FLOORS SHALL BE AS DESIGNATED ON THE FINISH SCHEDULE. Sg PROPOSED(4'"4') 7 3 42 SHOWER ENCLOSURE 1 PROPOSED1,5,6SF 4 BEDROOM 2 STORY HOUSE t . PAVERS IN SAND: ll2 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. END J0I5T OR BLOCKING (FACE-NAILED) 2-16d PER FOOT OVER GRAVEL BED PIPED I o TO ZONE 1 DRVWELLS Do ATTACHED !' F.F EL.+po o' 3. CERAMIC TILE FLOOR 5'IALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN V) -V. -i L- w ro TOTAL: z,7g2SF �N SET ADHESIVE. FLOOR FRAMING 'JI GARAGE ELECTRIC - EALECTTRI POWER PANEL , •7 ,, CONCRETE PADS FOR HEAT DO "� SF ROOF „•,. FUruRJ 2,792/14,483(ADIACENT AREA)=1 io 4. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED v FFFT. O 93 JOIST TO �iLL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST PUMPS I FFFI,.+6.6' OVERILING U DO'EAC I XZD TALI 39 S F CONC LE ON CONCRETE PA`O (n I.EPC71!hG RINGS EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BRIDGING TO JOIST(TOE PJAILED) 2-8d EACH END Z Ex!snNGorHELecTRICAND AP DN r7 ?'UT',�1'gAIRDNE RECOMMENDATIONS. COLOR TO BE SELECTED. BLOCKING TO JOIST(TOE NAILED) 2-8d EACH END CABLE LINES TO BE BURIED .J DR'""NE O ' 'UT RE; I FI`itiErii"TORE CLIENT OWNER 5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK wAA'Neas R�,CEI ' O ' I nRFC„sTcorcRE e �� II'',,� 111 PERECDHS STANDARDS BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T '� EMOVEC C fO VA OWLS �'" O O �� ftIVEWAV 2- DANIEL & SUZANNE PAINTED. PAINTING SHALL BE TWO (2) COATS BENJAMIN MOORS AQUA PEARL LATEX JCI5T ON LEDGE TC BEAM (TOE-NAILED) 3-8d PER JCI5T 39' Y REP ACE dwATERMETER �•Z N PERVIOUS RAV C,)A/ 125 j PAINTED, COLOR TO A SELECTED . BAND JOIST i C JOIST(Ef"JD NAILED) 3-16d PER JOIST i N4.21' O"YY (206'DA x3'DLLS 1 25, 0s D I V I N EY G. INTERIOR TRIM SHALL BE SANDED SMOOTH, 'RIMED, AND FINISHED WITH TWO (2) BAND J015T-1O SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT NOTE: ENTIRE PROPERTY IS WITHIN H w COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT . u 5SF STEPS o"SF o FRED UTIL."P LE DRAINAGE CALCULATIONS ROOF 5HEATHING , FEMA FLOOD ZONE AE6. FLOOD UTIL. POLE OVERHANG SFCQ PROPOSED ILA - HVAC STRUCURAL PAIJELS 8d (TABLE S.8) pro ) ZONE LINE IS NOT APPLICABLE in EDGE PAVEMENTSANITARY SYSTEM ZONE 1(GARAGE,FRONTCOLONADE AND SOUTH MAIN ROOF'): 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES DIAGONAL BC?,?.D SHEATHING 1D us 1ROVI E(3)F X Z=IAX3 212-5 F I"x6" OR I"h8" 2-8d PER SUPPORT uyI--I �;> PROVIDE(3)6'DIA x 3'6"D DRYWELLS(234.6 CF) NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES �p ,I.�-�1�1 w w AS INDICATED ON THE PLANS AND AS REQUIRED BY THE RESIDENTIAL CODE OF NEW I°X 10" OR WIDE'IR 3-8d PER SUPPORT i m ra c pro'i't e 1 e v I Q ZONE z(NORTH MAIN ROOF): PROJECT TITLE YORK STATE 2020, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO Y ' 1 Q BAY ROAD 796.oSFx0.17= 135•3CF WORK. CEILING 5HEATHING ^ O PROVIDE(2)6'DIAx3'6"DDRYWELLS(I56.4CF) 2. PROVIDE AIR-HANDLERS, DUCTWORK, AND CONTROLS AS NECE55APlYTO GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD I v' &1 I n�/,�0 Q� (� PUBLIC WATER IN STREET NEW RESIDENCE COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. WALL 5H EATHING l J C.l� _ ' STRUCURAL PANEL 8d (TABLE 3.9) V 100, 7rj' PUBUCDWEWNG WATER DwaIC W ON 57' PUBLIC ON 50' S0 400 BAY ROAD, GREENPORT, NY DWELLING ON PUBUC WATER PUBLIC WATER PUBUC WATER PLUMBING FIBERBOARD PANELS a21 n � � IT PUBLIC WATER 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, AND SERVICES BASED ON SURVEY BY PECONIC SURVEYORS SCTM No l000-43-05-08 7/1 6" Sd 3"EDGE/6 FIELD m PROPOSED NECESSARY TO COMPLETE ALL NEW PLUMBING V✓ORK REQUIRED BY THE DRAWINGS „ 25/32" 8d 3"EDGE/6 FIELD Q.-� � � (JOHN METZGER) AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2020, OR >_ SITE PLAN LAST DATED OCTOBER 29,2021 EED '�•' DRAWING TITLE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. C) SCTM No.1000- o o8 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH HARDBOARD 8d (TABLE 3.9) Z rr r 43- 5- ID(\LOT PRQC REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE PARTICALBOAR.D PANELS 8d (TABLE 3.9) Q I = 2O 18,50o sftoTIE LINES f13Afi�+ING UIy�tLSUR EY;, SITE PLAN APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES" AS PUBLISHED BY DIAGONAL BOARD SHEATHING �^ �F.FQ>UNppY1pN LOCATION THE NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I';X6"OR 1".Xr' 2-8d PER SUPPORT HAS gEE;�pppftOVED. GENERAL NOTES 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I"x 10"OR WIDER 3-6d PER SUPPORT . SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF FLOOR 5HEATHING SOUTHOLD. STRUCURAL PANELS ,B10�rC►( � SCALE 4. THE CONTRACTOR SHALT.OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, I"OR LESS 8d 6"EDGE/ 12" FIELD ,' REV.SEPT.6,zoz3 NOTED CERTIFICATIONS, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND GREATER THAN I" I Od GTDGE/G" FIELD and ductVva.'� DRAWING NO. FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. DIAGONAL BOARD SHEATHING FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT required• I"XG"OR. 1"x8" 2-8d PER SUPPORT testjjjg I"x 10"OP.WIDER 3-8d PER SUPPORT GLAZED BASEMENT SLAB cRAwL CLIMATE FENESTPATION SKYLIGHT FENESTRATIN CEILING WOOD FRAME MA55 WALL FLOOR 'yam ZDIF U-F WALL R-VALUE a SPACE WALL ACTOP. U FACTOP. R-VALLIE WALL R-VALUE R-VALUE R-VALUE SHGC R-VALUE DEPTH RNALUE 4 0.35 0.55" 0.40 49 20 OR 13+5 8/ I3 19 10/ 1 3 10,2FT 10/ 13 Must provide Manuals , ,,-Ind S pr, ,>* NYS Energy Cade HARDWARE 5 C H E D U LE ISSUES/REVISIONS NO. LOCATION DESCRIPTION MAKE/MODEL FINISH NOTES DOOR 5CH EDU LE No. LOCATION SIZE MODEL MAKE SWING HARDWARE NOTES I CRAWLSPACE DOOR HASP AND PADLOCK STAINLESS STEEL HINGES STAINLESS STEEL TO BE SELECTED BY OWNERS: EXTERIOR CRAWLSPACE 2 MAIN ENTRY DOOR PLUMBING 5 C H E D U LE No. ROOM ITEM QUANTITY NOTES C I CRAWLSPACE ACCESS 4'-0" W x 2'-0" H CUSTOM CUSTOM PAIR I PAINTED WOOD HINGED GLASS WEATHER SHIELD ASHLAND BRUSHED NICKEL OUTSWING 3 DOORS HINGED DOOR HANDLE SQUARE BACK PLATE PVD FIRST FLOOR 4 INTERIOR CLOSET DUMMY KNOBS WITH MAGNETIC TOP EMTEK PROVIDENCE SATIN NICKEL REGULAR ROSETTE, I KITCHEN SINK I I ENTRY 3'-4" x 8'-0" 2 P IPA ATCHES PRIVACY OPERATION 2 KITCHEN DISHWASHER I 2 BEDROOM I 2-G08 PAIR 0 SIGNATURE WEATHERSHIELD - EMTEK 3.5" x 3.5"SQUARE HINGES CORNER PLAIN BEARING SATIN NICKEL OUTSWING MORTISE HINGES 3 KITCHEN DISHWASHER I 3 SUNROOM 1-3 180 SIGNATURE WEATHERSHIELD LHR 3 INSWING 4 KITCHEN REFRIG/ICEMAKER I 4 SUNROOM 1-3 180 SIGNATURE WEATHERSHIELD LH - OUTSWING 5 INTERIOR DOOR KNOB EMTEK PROVIDENCE SATIN NICKEL REGULAR ROSETTE, PASSAGE PRIVACY OPERATION 5 POWDER ROOM TOILET 1 5 SUNROOM/GREATROOM 1-3 1 80 SIGNATURE WEATHERSHIELD RHR 3 INSWING EMTEK 3.5"x 3.5"SQUARE HINGES CORNER PLAIN BEARING SATIN NICKEL G POWDER ROOM LAVATORY I G GREAT ROOM 2-GO80 SIGNATURE WEATHERSHIELD PAIR MORTISE HINGES OUTSWING 7 BATHROOM I LAVATORY I 7 GARAGE 310" x 810" THERMA-TRU REE13 LH 7 SSF 1 100 (20 MIN. FIRE RATED) G INTERIOR DOOR KNOB EMTEK PROVIDENCE SATIN NICKEL REGULAR ROSETTE, 8 BATHROOM I LAVATORY I PRIVACY PRIVACY OPERATION SECOND FLOOR EMTEK 3.5" x 3.5"5QUARE 9 BATHROOM I TOILET I HINGES CORNER PLAIN BEARING SATIN NICKEL 8 FAMILY ROOM 2-GO80 SIGNATURE WEATHERSHIELD PAIR INSWING MORTISE HINGES 10 BATHROOM I SHOWER 9 BEDROOM 2 2-G080 SIGNATURE WEATHERSHIELD PAIR - 11 BATHROOM I TUB OUAIR 7 P KEYED LOCKSET/ KNOB 10 FAMILY ROOM 2-GO80 SIGNATURE WEATHERSH OUTSWING IELD PAIR THUMB TURN 12 EXTERIOR SOUTH HOSE BIBS I i BEDROOM 3 2-G0 PAIR 13 EXTERIOR EAST OUTDOOR SHOWER/ HOSE 1 80 SIGNATURE WEATHERSHIELD OUTSWING BIBB PAIR 8 POCKET DOOR CONTINUOUS TRACK GRANT #1 200 ALUMINUM WITH I 2 EA STOPS #1213 12 BEDROOM 4 2-G080 SIGNATURE WEATHERSHIELD - WTH 2 EA CARRIERS 14 EXTERIOR WEST HOSE BIBB I OUTSWING I SET PER DOOR FLOOR TRACK GRANT #110 FLOOR GUIDE AT 15 LAUNDRY WASHER I INTERIOR INTERIOR OF POCKET MARCH 31,2023 EDGE PULUFLUSH HANDLE ACCURATE C52002 B FLUSH US 15 2 PER DOOR I G LAUNDRY FLOOR DRAIN I PULLS, CONCEALED SCREWS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE FIRST FLOOR LOADED ELDGE ACCURATE 000 PULL PUSH US 1 5 I PER DOOR 17 GUEST BATH SHOWER I ARCHITECT.INFRINGEMENTS WILL 13 CLOSET 410"x 8'0" PAIR t BUTTON REVERSE (2) 2'0"x 8'0" BE PROSECUTED 18 GUEST BATH TOILET I 2022 ALL RIGHTS RESERVED 14 CLOSET 210" x 8"0" RHR 5 19 GUEST BATH LAVATORY I 15 BEDROOM 1 218" x 8110" RH G 9 BI-FOLD DOOR DUMMY KNOB EMTEK PROVIDENCE SATIN NICKEL HEAVY DUTY W/TOP TRACK ONLY 20 BATHROOM 2 LAVATORY 1 I G CLOSET 210" x 8"0" POCKET 8 Robert I. Brown 17 BATHROOM I 2'G" x 8'O" RH C 21 BATHROOM 2 LAVATORY 1 Architect, P.C. 18 MUDROOM 210" x 81 0" 10 GARAGE DOOR MOTORIZED OPENER WITH LIGHT 22 BATHROOM 2 TOILET 1 20005 Bay Ave. Greenport NY REMOTE CONTROL info@ribrownarchitect.COm 15 POWDER ROOM 210" x 810" LHR G 631-477-9752 23 BATHROOM 2 SHOWER I FINISH SCHEDULE SECOND FLOOR No. ROOM 24 BATHROOM 2 TUB I ITISAVIOLATIONOETHE LAW FOR ANY PERSON, FLOOR WALLS CEILING BASEMOLD CEILING MOLD NOTES UNLESS ACTING UNDER TI IE.DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 20 BEDROOM 2 2'8"X 8'0" RH G CRAWLSPACE 25 EXTERIOR NORTHEAST HOSE BIBB 1 THIS DRAWING IN ANYWAY.ANY AUTHORIZED 001 CRAWLSPACE WA N/A N/A N/A N/A N/A ALTERATION MUST BE NOTED,SEALED,AND 21 CLOSET 2'0" x 811011 POCKET 8 DESCRIBED IN ACCORDANCE WITH THE LAW. 22 BATHROOM 2 210" x 810" RH FIRST FLOOR d^ ROVIDED BY OWNERS.TO BE SANDED AND STAINED.3 COATS POLY FINISH Q9(�REO 101 GREAT ROOM RECLAIMED WOOD GYP.BD. GYP.BD. RBS WM753 70LOP TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 }p,• 23 BEDROOM 3 210" X 8'0" R G AT EACH END OF EACH BOARD) USE SQUARE HEAD SCREWS O' �•''��YY 24 CLOSET 2'G" X 710" " u 102 KITCHEN RECLAIMED WOOD GYP.BD. QBEADBOARD PANELS WINDOW SCHEDULE RH 4 (2) 1 8 x G8 '• GYP.15DW w1 AZEK BEAD SIZE MODEL MANUFACTURER LITES QUANTITY NOTES 103 MUDROOM CERAMIC TILE BOARD WAINSCOTING TO 42" GYP, BD. 25 LINEN CLOSET 2'8" x 810" RHR 4 AFF WITH CHAIR RAIL TOP GYP.BD.wlm AZEK BEAD A 2'G"X 2'G" CUSTOM I I INSERT BY OWNERS is OQ� 104 POWDER ROOM CERAMIC TILE BOARD WAINSCOTING TO 42" GYP.BD. � 2G BEDROOM 2 2'G" x 7'0" ANDERSEN 400 SERIES LH G AFF WITH CHAIR RAIL TOP B P-9 J" x 0-4�" WDH 18G2 I / I 8 DOUBLE HUNG/TEMPERED ROVIDFD BY OWNLR5.TO BE SANDED AND STAINED.3 COATS POLY FINISH WOODWRIGHT GLASS 105 BEDROOM I RECLAIMED WOOD GYP.BD. GP.BD. RB5 WM753 OLOR TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 " " T EACH END OF EACH BOARD) USE SQUARE HEAD 5CRW5 ANDERSEN 400 SERIES 7 CLOSET 2 G x 8 D BI-FOLD 9 GYP.BD.WITH AZEK BEAD 'ROVIDED BY owNERs.To BE SANDED AND STAINED.3 coATs POLY FINISH C T-G" x 4'-5 WOOD41%RIGHT 1 I MULTI-GLIDE PASS-THRU CLIENT/OWNER I OG CL05ET RECLAIMED WOOD BOARD WAINSCOTING TO 42" GY. BD. RB5 WP 1753 "4"FLAT AZEK ,OLOR TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 AFF WITH CHAIR RAIL TOP TRIM BOARD Q� 28 LAUNDRY 2'G" x 8'D„ TEACH END OF EACH BOARD) USE SQUARE HEAD SCREWS DOUBLE HUNG/TEMPERED DAN & SUE LH 5 GYP.BD.WITHCHAIR AZEK BEAD Z, ANDERSEN 400 SERIES D 278x G48 WDH2GG2 1 / 1 7 107 BATHROOM I CERAMIC TILE BOARD WAINSCOTING TO 42" GYr BD. WOODWRIGHT AFF WITH CHAIR RAIL TOP GLASS 29 GUEST BATH 210 x 8'0° LH G 108 UNCONDITIONED DECKING AZEK TRIM BOARDS AZEK Ben BOARD E 2-7�8" x 0-4 Z" WDH 2GG2 ANDERSEN 400 SERIES DOUBLE HUNG/TEMPERED DIVINEY 5UNROOM 109 GARAGE 2"SLAB J'GYP.BD.(FIRE RATED) J"G1TBD. ANDERSEN 400 SERIES DOUBLE HUNG/TEMPERED ATTIC F 2'-5 8" x 0-4 8" WDH 24G2 WOODWr<IGHT 9/ 9 2 GLASS G P-9-a" x 3'-4 Z" WDH 1832 ANDERSEN 400 SERIES 1 I 2 DOUBLE HUNG/TEMPERED secon0 FLOOR 8 e WOODWRiGHT / GLASS 30 TOP OF STAIRS 3'0"x G'd" LHR 5 'ROVIDED BY OWNERS TO BE SANDED AND STAINED.3 COATS POLY Fw15H -i" Z� I ANDERSEN 400 SERIES DOUBLE HUNG/TEMPERED PROJECT TITLE 201 FAMILY ROOM/HALL RECLAIMED WOOD GYP.BD. GYP.E. .OLOR TO BE SELECTED, 10"W BOARDS TO BE GLUED AND FACE NAILED(2 H 2 I 8 x G 4 8 WDH 2OG2 / I 4 T EACH END OF EACH BOARD) USE SQUARE HEAD 5CREW5 WOODWRIGHT GLASS NEW RESIDENCE GARAGE GYP.BD.WITH AZEKBeAD ANDERSEN 400 SERIES DOUBLE HUNG/TEMPERED 202 GUEST BATH CERAMIC TILE BOAR WAINSCOTING SCO RAIL T 42 GYP.B 1 2'-5 g" x 0-4 8" WDH 24G2 WOODWRIGHT 1 / I 10 GLASS EGRESS GYP.BD.WITH AZEK BEAD �„ ANDERSEN 400 SERIES DOUBLE HUNG/TEMPERED 40o BAY ROAD,GREENPORT, NY 3 I GARAGE REAR 5'0" x 8'0" CUSTOM CARRIAGECUSTOM CARRIAGE PAIR 203 LAUNDRY CERAMIC TILE BOARD WAINSCOTING To 42" GYP.BE J 2'-5 8 x4-0 8" WDH 24310 WOODWRIGHT I / I 8 DOORS DOORS OUTSWING I CUSTOM CARRIAGE DOORS AFF WITH CHAIR RAIL TOP GLASS 'ROVIDED BY OWNERS.TO BE SANDED AND STAINED.3 COATS POLY FINISH. 32 GARAGE DOOR 810" x 910" CANYON RIDGE CLOPAY OVERHEAD I 0 DESIGN 33 TOP 13 204 BEDROOM 2 RECLAIMED WOOD GYP.BD. GYP.BD .OLOR TO BE SELECTED. 10"W BOARDS TO 5E GLUED AND FACE NAILED(2 DRAWING TITLE T EACH END OF EACH BOARD) USE SQUARE HEAD SCREWS ROVIDED BY OWNERS.TO BE SANDED AND STAINED.3 COATS POLY FINISH SCHEDULES 205 BEDROOM 3 RECLAIMED WOOD GYP.BD. GYP. BD. _ OLOR TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 �T EACH END OF EACH BOARD) USE SQUARE HEAD SCREWS ROVIDED BY OWNERS.TO BE SANDED AND STAINED.3 COATS POLY FINISH NOTES 206 BEDROOM 4 RECLAIMED WOOD GYP.BD. GYP.BD, _ -OLOR TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 T EACH END OF EACH BOARD) USE SQUARE HEAD SCREWS ROVIDED BY OWNERS.TO BE SANDED AND STAINED.3 COATS POLY FINISH 207 CLOSET RECLAIMED WOOD GYP.BD. GYP.BD. ZOLOR TO BE SELECTED. 10"W BOARDS TO BE GLUED AND FACE NAILED(2 GYP.BD WITH AZEK BEAD REV Se T EACH END OF EACH BOARD) USE SQUARE HEAD SCREWS SCALE 205 BATHROOM 2 CERAMIC TILE BOARD WAINSCOTING TO 42" GYP.BD. Pt'6' 202 3 1"=20' AFF WITH CHAIR RAIL TOP DRAWING NO. ATTIC 301 ATTIC/STORAGE 'ADVANTECH GYP.BD. GYP.BD. 5UBFLOOR 302 ATTIC/STORAGE J"ADVANTECH GYP.BD. GYP,BD. 5U5FLOOR ISSUES/REVISIONS B C p A10 All All (3) 2"X 10" P.T. r (3) 2"X 10" P.T. u r J � u L J L 1 + (3) 2"X 10" P.T. N t� 2'-G" 21 G" ~� (3) 2"X 10" P T. � r — 2'-G" O G'-10" 1 1'-5" 1 P-5" G'-10" 1 2'-5" N N O L J v I I nl (3) 2"X 10" P.T. n r m _ I - ® I I N L J 3'-0 1/2" 13'-1 1 3/4" 37-8 114" 1 5-5" I 1'-4" I2 31 811 F ..:•• :':f :4'.rti' ., ., erg- .fy , _ .: � . . 1. :r F AIR VENT TYPICAL. I 3 v I PROVIDE TOTAL 10 EA. ': ( CRAWL5PACE AREA 1373 I 0 Y — ELEV. = 6.5' 5F. EACH VENT COVERS In UNFINISHED CRAWL 5PASE _I .:... •:.,'.`..o•.`• . 5 001 - - - - - -- � _/ - - � - - - 7777. N ;c t •; . 6? 4"TH POURED CONCRETE SLAB IN - — cq m_ UNFINISHED CRAWL SPACE I .`.F .�:~ FLU5H EICONTROLOUNDIN A5 DE O 'I I THESE PLANS ARE AN INSTRUMENT OF 8 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL p SHOWN. BE PROSECUTED. 2' 2G-I 2022 ALL RIGHTS TS RESERVED ED 310 .. I L L L L I Robert I. Brown I G"x I G" FILLED CONCRETE 1 BLOCK PIERS �r I A co Architect, P.C. A10 I 10' " GARAGE 10'-7 " I 10-G 0-G 10-7 J CI 20 Bay Ave. Greenport NY info@ribrownarchitect.com`? CONCRETE SLAB ON GRADE I I _ = N L 631-477-9752 N I ` I N I � •T: — +':'..' �,. ,:r { :• / .! G = IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 31_8u UNLESS ACTING UNDER THE DIRECTION OFA .: LICENSED ARCHITECT TO AI TFR ANY ITEM ON THIS DRAWING IN ANY WAY ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND ' ❑ DESCRIBED IN ACCORDANCE WITH THE LAW.In ;•; I 7 3'-8' - - - - - L AP ' I + " • •• t: 8 3''8" 2I-I 1 7-5I 10" 3-G" I I -3" h ,,,"•>�` I` 1011 Il . ❑J �❑ - Lp� �❑Joy�t T 0 2'-3" m 10' I" 2'-3" 7' 13'-G 112" 13'-G 112" 9'-9 I/2" 14'-7" 2G'-5" CLIENT/OWNER 1 17 78' S" DAN &. S U E DIVINEY FOUNDATION PLAN PROJECT TITLE 01 51 10, 5' NEW RESIDENCE 400 BAY ROAD,GREENPORT, NY DRAWING TITLE FOUNDATION PLAN SCALE REV.SEPT. 5, 2023 1/4" DRAWING NO. E ISSUES/REVISIONS B C D A10 All All S-I 1" 24'-0" 6'-I i" 1 2'-3" 21-81' 30 H. GUARD RAIL WITH 2"SQ. PAINTED WOOD BALUSTERS AND N GAS FIRED GRILL I? N L-J\\\ �p PROVIDE 4"x 4"TREX DECKING. COLOR TO BE SELECTED o COVERED DECK N l� Ln L(D O O i O 37-8" Lj [)()VV N O F 4 Q O G" 6'-2" 10'-10" (DI 3'-2 1/2" D 4'-1 -10" O D '-2 1/2" D4' 1/2 UNCONDITIONED O I I'-2 I/2" PATIO RAD LEVEL �p SUNROOM F > O 108 0 _' m O U�I KITCHEN DESIGN FABRICATION m � O N ELEV. = G.5' AND INSTALLATION BY OTHERS c� 5 o O o� az to O 2'-5" 2'-7" DO w m POSED RECLAIMED WOOD u fjQ EAM ABOVE PROVIDED BY LEELZ S 3 0 Q 1 It OTHERS, INSTALLED BY O 2'-IUG H O H CONTRACTOR THESE PLANS ARE AN INSTRUMENT OF — T E _ 17- 71 SERVICE AND ARE THE PROPERTY OF THE 3'-I0 I/2" 5'-3" 3I E q g I A: Y, ARCHITECT. INFRINGEMENTS WILL 4' 6 I/2" BLUESTONE HEARTH ON Q BE PROSECUTED I Q CONCRETE DEAFENING 0 I I zoaz ALL RIGHTS RESERVED 1 v GREAT ROOM Mm U E r �I UNDER COU TER ffe.=1o.o l o l N ER I—— GARB GE C N BATHROOM I co 18" KITCHEN r -11 107 1 I �II BEADBOARD PANEL CEILING B DROOM I 3-1/2" !1EAVY DUTY w:> w - g Robert I. Brown STEEL COLUMN TO N1co 0 102 w 105 8 N Architect, P.C. CON;RE�E FOOTING uW� I'-5" /17 BELOW u-1U) _ 36" HIGH HANDRAIL TO CODE 01z z w r 20 Bay Ave. Greenport NY 12 J z A info@ribrownarchitect.com GARAGE 1= 3 I/2" HEAV DUTY STEEL r A I 0 631-477-9752 ' COLUMN 5E CONCRETE I06 I Lu��FOOTING BEL W 16 WALK-IN CLOSETS 105 0 o TO BE OUTFITTED -------------------- �r - !8 1 5 BY OTHERS UNLESS IT IS A IO ACTING UNDER OFT E LAW DIRECTION OF PERSON, ffe.=7.5' N N O MUDROOM LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED �l 103 = 14 N - ALTERATION MUST ftF.NOTED,SEALED,AND 1 DESCRIBED IN ACCORDANCE WITH THE LAW. W FOYER 7'-5 1/2" PROVIDE" FIRECODE GYP. rD 3' S 1/2" 3'-2 1/2" 3'-G" G O BD. TAPED AND 5PACKLED ON ALL WALLS AND UNDER ROOF. 3, 0, 19 I 2'-0" 2'-1 Ill 2'-0" �-C USE FIRE-RATED CAULKING AT iv 13 Hg I I [F. ALL GAPS. Do POWDER ROOMA U I EGRESS EGRESS 'n 104 Oj O AVING UNDER I/2"= 4 ROOF T 3 '-I I" 12'-3" 4'- '-7 I/2" 10'-6" 2' I I" 9'-2" 3'-5 I/2" I 1'-2 I/2" PAVING UNDER ROOF A U15 p N ' N 2'-2 12' 10'-3" 2-2' ❑ ❑ � CLIENT OWNER 27'-2" 14' 7 112° DAN & SUE DIVINEY PROJECT TITLE FIRST FLOOR PLAN NEW RESIDENCE 0' 5' 10' 1 5' 40o BAY ROAD,GREENPORT, NY DRAWING TITLE FIRST FLOOR PLAN SCALE REV SEPT.6,2023 1/4"=1'-0" DRAWING NO. ISSUES/ REVISIONS B C p A10 All All 3G" H. GUARD RAIL WITH 2" 50. PAINTED WOOD BALUSTERS AND 2-1/4" MAHOGANY OVAL TOP FREE-STANDING GAS FIRE PIT PROVIDE APPROPRIATE GAS LIVE AND EL TRIC PROVIDE-i"x 4"TREX DECKING. COLOR TO BE N BALCONY DECK SELECTED 12'-1 1" 3G" H. GUARD RAIL WITH 2"SQ. I I D 10 O PAINTED WOOD BALUSTERS AND 2-1/4" MAHOGANY OVAL TOP ❑ BALCONY DECK H 12 25 Q CGOB2'-I" 2'_5�� 2'_7�� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE 13'-1 11/4" H H ARCHITECT. INFRINGEMENTS WILL O BE PROSECUTED Og BLUESTONE HEARTH ON 10'-10" �t 2022 ALL RIGHTS RESERVED BEDROOM 3 CONCRETE DEAFENING *; BEDROOM 2n BEDROOM 4 205 'I 20G I I A A m 204 Robert I. Brown .r .." BATHROOM 2 2'-f FAMILY ROOM II I I I I 208 Architect, P.C. N 0 I I I I I I ® . ` 20 Bay Ave. Greenport NY _ 24 4 1/2" 201 w II II II .%��* 22 5 5'-4 1/2" 3'-2" 2'- I/2" -g" 2'-g" 3'-2 1/2° II II II 22 21 1n0@rlbrownarchltect.com w 3" H x 5" CURB AROUND IJD 2 — N II I I II 631-477-9752 WASHER/DRYER ASL ? w SHOWN 23 J z I II WALK-IN CLOSETS A Q I I EXPOSED RECI�IMED WOOD I I CLOSET TO BE OUTFITTED A 10 co L) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, COLLAR TIES ,q�OVE BY OTHERS LAUNDRY ROOM CABINETRY ZrJ II I1 II 21 207 UNLESS ACTING UNDER THE DIRECTION OFA DESIGN FABRICATION AND O LICENSED ARCHITECT,TO ALTER ANY ITEM ON INSTALLATION BY OTHERS 2O THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. i 8'-G 3/4" 0 1CP f.W, .. C B 1 LnT I O GUEST BATH g U �T y0 202 � BALCONY DECK OO O CLIENT/OWNER DAN & SUE DIVINEY SECOND FLOOR PLAN Oak PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT,NY DRAWING TITLE SECOND FLOOR PLAN SCALE rev. SEPT.6,2023 1/4"=i-0" DRAWING NO. ISSUES/ REVISIONS B C p A10 All All BALCONY DECK BELOW 0 0 0 0 1 T-0 1/2" 5'-3 3/4" 5'-3 3/4" 5'-3 3/4" 4'-5 1/2" i� in LOW HEADROOM _ 1 5'-G 1/2" 1 1'-2 1/2" I 22'-5" - THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 20222 ALL RIGHTS RESERVED 13'-10" N N Robert I. Brown ® N Architect, P.C. ATTIC/5TORGE CATHDRAL CEILING IN ® r UlIttlIBtT ONLU BEDROOM BELOW v 22o Bay,Ave. Greenport NY info@ribrownarchitect.com N 4'-4 1/2" 301 0 631-477-9752 10'-3" A m O A10 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LOW HEADROOM LICENSED ARCHITECT,TO ALTER ANY ITEM ON m THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 30 DESCRIBED IN ACCORDANCE WITH THE LAW. N In Ea�o CO 4 D 4 1 G'-3" 1 O'-01 1 5'-G 1/2" 1 I'-2 1/2" LOW HEADROOM 6-1 1/2" 5'-3 3/4" 5'-3 3/4" 5'-3 3/4" 3'-1" 0 Uj 0 O CLIENT/OWNER DAN & S U E DIVINEY PROJECT TITLE NEW RESIDENCE A T T I C PLAN 40o BAY ROAD, GREENPORT, NY OI cJ I 10, 15 I DRAWING TITLE 97-1-4 ATTIC PLAN SCALE REV SEPT. 6, 2023 1/4' DRAWING NO. ISSUES/REVISIONS B C D A10 All All BALCONY DECK N U1 if N N m v THESE PLANS ARE AN INSTRUMENT OF C) O 1) O ARCHITECT.TECT. INFRINGEMENCE AND ARE THE TS PROPERTY LOF THE I (L o 0 o BE PROSECUTED O J cJn O 0 2022 ALL RIGHTS RESERVED N N L to N N O p C) Op w w Robert I. Brown N Architect, P.C. 0 20 Bay Ave. Greenport NY o N N info@ribrownarchitect.com Ln Ln 631-477-9752 N N o A 0O O A10 Q 0 IT IS A VIOLATION OF THE 1 AW FOR ANY PERSON, w a_ N O UNLESS ACTING UNDFR THE DIRECTION OF A O LICENSED ARCHITECT,TO ALTER ANY ITEM ON J J V� THIS DRAWING IN ANY WAY. ANY AUTHORIZED N ALTERATION MUST BE NOTED,SEALED,AND N N 0 DESCRIBED IN ACCORDANCE WITH THE.LAW. m Ln LL cp N O 0 0 LLJw o (BRED Aq N o 0 0 in Ln I j O Q O L dirt o " IL C 4 0 t� Qk- o�tvEw'�o N Ln CLIENT/OWNER � BALCONY DECK w DAN & SUE 0 DIVINEY ROOF PLAN PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT, NY DRAWING TITLE ROOF PLAN SCALE MARCH 33,2023 1/4" ="-0" DRAWING NO. ISSUES/ REVISIONS SPARK ARRESTOR AND CHIMNEY CAP (� FIELD STONE VENEER ON CHIMNEY PER ARCHITECT'S SAMPLE G n � TOP OF RIDGE EL, + 40' - MIN. 40 YEAR MIN. 40 YEAR FIBERGLASS/ASPHALT FIBERGLASS/ASPHALT ARCHITECTURAL ARCHITECTURAL MIN. 40 YEAR ROOFING SHINGLES ROOFING SHINGLES FIBERGLASS/ASPHALT " HORIZON ARCHITECTURAL RDI PLANI III I I ROOFING SHINGLES IPLAP 5 1 D.. (TYPICAL) i ! TOP OF WINDOW EL. +28" - 4" I BATHROOM CEILING EL. +28" -4" 4H s s 7 O MIN. 40 YEAR FIBERGLASS/ASPHALT Li ARCHITECTURAL I ROOFING SHINGLES 1 i SECOND FLOOR EL. + 20' -4" �t = FINISH CEILING EL. +19' -0" tGRADE G"WHITE R' SHINGLESPOSURE ! ' o I PROVIDE 2'SO x I 2-1 12" BLUEST E AP O WITH ROUGH H EDGES CIO (TYPICAL) ALIGN EOrTOM 1 OF CAP WITH F ( ! EXPOSED FOU ION I ' WALL GRADE A I G"WHITE I CEDAR'R� R'SHINGLE FIRST FLOOR EL. +10' - 0" j F WITH 5" EXPOSURE I � O O O O GRADE EL. +G' - 0" MARCH 31,2023 WEST ( FRONT ) ELEVATION 1 51 THESE PLANS ARE AN INSTRUMENT SERVICE AND ARE THE PROPERTY OFF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED .L 1` TOP OF RIDGE EL. + 40'- G Robert I. Brown 12 Architect, P.C. 317 - 2o Bay,Ave. Greenport NY in?o @ribrownarchitect.com 631-477-9752 GRADE A I G"WHITE TOP 2f WINDOW E +35'- G NGLE5 WITH 5" EXPOSURE � 12 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 5 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST RE NOTED,SEALED,AND 12 DESCRIBED IN ACCORDANCE WITH THE LAW. 1 12 �10.25 FLOOR + 0' - 71" 4 F-- FINISH CEILING EL. +29' - 4" D TOP OF WINDOW EL. +28" -4" -fL � i I ( ; I O t i t t CLIENT/OWNER 1 i } DAN & SUE SECOND FLOOR EL. +20' - 4" ! DIVINEY FINISH CEILING EL. + 1 9' - 0" i TOP OF WINDOW EL. + 1 8' - 0" I ! i YI € 9 I �p PROJECT TITLE ` NEW RESIDENCE I y 40o BAY ROAD,GREENPORT, NY FIRST FLOOR EL. +10' - 0" L2666 2666 DRAWING TITLE < LAI ELEVATIONS WEST AND SOUTH GRADE AND FEMA H.F€GEL.C4-0 - SCALE REV SEPT. 6, 2023 1/4'=i-o" S O U T H SIDE ELEVATION 5' 51 DRAWING NO. ISSUES /REVISIONS TOP OF RIDGE FL + 40' - G ' 12 Sr— GRADE A I G" CEDAR'R� R' SHINGLES GRADE A I G"WHITE WITH 5" EXPOSURE lok TOP OF WINDOW EL. +35 - G " CEDAR'R* R'S 12 WITH 5" EXP _ 8.5 IC F + - 71" FINISH CEILING EL. +29' -4" _ GRADE A I G"WHITE TOP OF WINDOW EL. +28" -4"� CEDAR'R$ P'SHINGL WITH 5" EXPOSURE O 12 5 SECOND FLOOR EL. +20' - 4" N FINISH CEILING EL. +1 9' -0" O 6) TOP OF WINDOW EL. +18' -0" m N € to � 0 GRADE A I G"WHITE I CEDAR'R t R' SHINGLES ILIWITH 5" EXPOSURE FIRST FLOOR EL. +10' - 0" GRADE AND FEMA B.F.E. EL. +G'- 0" 0, 5, 1 0, 1 5' MARCH 31,2023 NORTH ( SIDE ) ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED 24" LEAD COATED Robert 1. Brown COPPER FLASHING TOP OF RIDGE EL. + ' _ G 1 Architect, P.C. z MIN. 40 YEAR 20 a�Ave. Greenport NY FIBERGLASS/ASPHALT 24" LEAD COATED in�o@rlbrownarchitect.com ARCHITECTURAL COPPER FLA5HING 24° LEAD COATED COPPER FLASHING ROOFING SHINGLES 631-477-9752 24" LEAD COATED MIN. 40 YEAR COPPER FLASHING FIBERGLASS/ASPHALT TOP OF WINDOW EL. +35' - G�S" IT IS A VIOLATION OF THE LAW FOR ANY PERSON,ARCHITECTURAL UNLESS ACTING UNDER THE DIRECTION OF A MIN. 40 YEAR ROOFIIJG SHINGLES PIBERGLAS.S/ASPHALT LICENSED ARCHITECT,TO ALTER ANY ITEM ON ARCHITECTURAL THIS DRAWING IN ANY WAY. ANY AUTHORIZED ROOFING SHINGLES ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. , MIN. 40 YEAR FIBERGLASS/ASPHALT ID ARCHITECTURAL ATTIC F + = 1" -�\FO ROOFING SHINGLES FINISH CEILING EL. +29' 4" QO TOP OF WINDOW EL. +28" - 4" I j 24" LEAD COATED COPPER FLASHING CLIENT/OWNER MIN. 40 YEAR FIBERGLASS/ASPHALT DAN & SUE i ARCHITECTURAL UJ ---- -- ROOFING SHINGLES a 1 � SECOND FLOOR EL. +20 - 411 DIVINEY FINISH CEILING EL. +1 9' -0" j TOP OF WINDOW EL. +18' - 0" IFE SHOWER GRADE A I G"WHITE PROJECT TITLE ENCLOSURE CEDAR'R� R'SHINGLES J WITH 5" EXPOSURE NEW RESIDENCE 400 BAY ROAD, GREENPORT, NY i I I 1 I DRAWING TITLE r FIRST FLOOR EL. + 10' - o ELEVATIONS 1-----� �! EAST AND NORTH SCALE GRADE AND FEMA BFE EL. +G' - 0" REV Aug.18,2023 1/4" =i-o" 2866 " HARDI BOARD DRAWING NO. ATTACHED TO SUPPORT PIERS ITH 01 51 10, 15, E A S T REAR ELEVATION CONSTRUCTION PREMIUM 7 J"SPRAY-IN CLOSED CELL FOAM ALUMINUM STEP FLASHING. ISSUES/ REVISIONS INSULATION (R-50) �'CD-X PLYWOOD RATED SHEATHING 7 7'' SPRAY-IN MIN. 40 YEAR TOP Of RIDGE EL. + 40' - 6 i $ LO5ED CELL FOAM FI ERGLASS/ASPHALT NSULATION (R-50) ARCHITECTURAL 3- ROOFING SHINGLES ALUMINUM STEP FLASH NG. ALUMI UM STEP FLASHING. ALUMINUM STEP FLASHING. I N , �rr.,•:�:;�W' `�s,.,a>:i .al�::;€t:. #t�asl�-` `. r;a€,; > . ° :, -L. +35' - 6 in CATHEDRAL CEILING 7 " SPRAY-IN 2x6 STUD FRAMING, TYF. CL05ED CELL FOAM INSULATION (R-50) IC FLOOR EL. + 0' - 71"2"SPRAY-IN CLOSED CELL FOAM INSULATION (R-13) EXPOSED 3"X 8" DRESSED COLLAR TIES � PLUS 3 " F.G. BAIT INSULATION (R-15) FINISH CEILING EL. +29' -4" FOR WHOLE ASSY MIN. R-29 ',,; ,; WAWCEILING BREAK TOP OF WINDOW EL. +28" -4" � 14"TJI 560 @ 16" O.C. a� ALUMINUM STEP FLASHING. R-22 BATT INSLUATION O 0 RECLAIMED WOOD FLOORING FURNISHED AND INSTALLED BY OTHERS 3/4"ADVANTECH 5UBFLOORING SECOND FLOOR EL. +20' -4" FINISH CEILING EL. +!9' -0" 14"TJI 560 @ 16" O.C. 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I t SECUTED 2022 ALL RIGHTS RESERVED _e14l TOP OF RIDGE EL. + 40' - 6 z' Robert I. Brown I Architect P.C. TOP OF WINDOW EL +35' - 6 1" 1® ao5 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 2'5UBFLOORING ONLY ATTIC FLOG EL. + — L-" I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2x6 STUD FRAMING, TYP. UNLESS ACTING UNDER THE DIRECTION OF A FINISH CEILING EL. +29' - 4" 2"SPRAY-IN CLOSED CELL FOAM INSULATION (R-13) LICENSED ARCHITECT,TO ALTER ANY ITEM ON PLUS THIS DRAWING IN ANY WAY. ANY AUTHORIZED 3 k F.G. GATT INSULATION (R-1 5) ALTERATION MUST BE NOTED,SEALED,AND TOP OF WINDOW EL. +28" — 4"� DESCRIBED IN ACCORDANCE WITH THE LAW, FOR WHOLE AS5'Y MIN. R-29 (2) 2x8 HEADER, TYF. �REDgq O Q A., SLY �J A �W.IU SECOND FLOOR EL. +20' - 4" v FINISH CEILING EL. + 1 9' - 0" TOP OF WINDOW EL. +1 8' - 0" CLIENT/OWNER f DAN & SUE 101, DIVINEY �p O 6"x 6" P.T. POST m BUILT OUT AND CLAD WITH�"AZEK P P BOARDS TO 10" 5Q. I PROJECT TITLE FIRST FLOOR EL. + 10' - 0" € NEW RESIDENCE =. 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( I.. ._ SCALE k P MARCH 31, 2023 1/4"=1'4' S E CT I O N B DRAWING NO. y ISSUES/REVISIONS P Of RIDGE EL. + 40' - G logo MIN. 40 YE FIBERGLA RAL RO ING SHINGLES " CD-X PLYWOOD RATED SHEATHING 7 J"SPRAY-IN CLOSED CELL PO INSULATION O ¢ TOP OF WINDOW EL. +28" - 4" co m SECOND FLOOR EL. +20' - 4" E v FINISH CEILING EL. +1 9' - 0" TOP OF WINDOW EL. +18' - 0" 2xG STUD FRAMING, TYP. "SPRA -IN CLO ED CEI L FOAM INSULATION (R-1 3) PLUS 3 " F. . GATT INSULATION (R-15) F R WHOLE A55'Y MIN. R-29 O FIRST FLOOR EL. +10' -0" 1• GRADE AM FEMA 15.F.E.EL. +0 - ._1,..1:'�`-;�....._I',-_—__r. t_ f. »t • i 1. ,. } i .. i t ;�. �2. .. t ,. { _ .., t .,_„ .,..,., f .». € 1 EE{.._.,i{j 4�� €'I ,._ ,.._..,� ,j)j_ I, .,. .. _. f ' k I _ 1 I • {...._.i...,... THESE PLANS ARE AN INSTRUMENT O i t a__ SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFR INGEMENTS WILL BE PROSECUTED 51 101 1 1 5 1 S E C T I ON C . TOP OF RIDGE EL + 40' - G aoaa ALL RIGHTS RESERVED 14-1 12 — 3 r— Robert I. Brown YEAR Architect P.C. GLASS/ASPHALT ALUMINUM STEP ARCHITECTURAL FLASH I N G R OFING SHINGLES 12 20 Bay.Ave. Greenport NY 1 E, in?o@ribrownarchitect.com CID PLYWOO 631-477-9752 TED SHEAT 7 -IN 4j 12 h C O5E OAM 12 �10.25 IN N (R-50) 4 I— IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED TOP OF WINDOW EL. +28" -4" ALTERATION MUST BE NOTED,SEALED,AND 5 I/2" DESCRIBED IN ACCORDANCE WITH THE LAW. ED �• x'i* oil TTT +5ECOND FLOOR EL. +20'-4" VEV � I FIN15H CEILING EL. +19'- 0" TOP OF WINDOW EL. +1 8'-0" CLIENT/OWNER o I� DAN & SUE DIVINEY PROJECT TITLE FIRST FLOOP? EL. +10'- 0" Iu1 NEW RESIDENCE at• 40o BAY ROAD,GREENPORT, NY GRADE AND FEMA B.F.E.EL. +G' - p DRAWING�r _._�.. __..... . ............. __.._...._. -- G TITLE t _ I , ,. .•. ;_ _; _ .1 .,_,.�, SECTIONS C D __I� i ; � 1 - 1 � v.., i j !�-! 4 � �-I `-`__I.. '_..._„_ �►•�! _- - ._..... -E ��" '€ 1..�.........�.�._- ....__ ._._._I E-�t I � f...»,,...._.�..1 I I I t t } 0' 51 10, 1 5' S E C T I ON D SCALE MARCH 31,2023 1/4"=i-0" DRAWING NO. ISSUES/REVISIONS r (3) 2"X 10" P.T. r . .. — J L — J L — 0 F — L J o I I r X --- N L 4"x 10" LEDGER BOARD BOLTED TO FOUNDATION WALL W/(2)4" CARRAIGE BOLTS @ 1 2" O.C. — , — II II II � II UNFIN1511ED qRAWL SPA E J �-- — — — — — — — THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE _ ARCHITECT. INFRINGEMENTS WILL — — — — i — — — — I 0 0 BE PROSECUTED r u v ( I 2022 ALL RIGHTS RESERVED x x x I _ �_ _ E Iv J (2) 13/4" 1 1-I 4" MI ROL AM I Robert I. Brown I [2) I /4'x I I-14 MI-,ROLLKTAWAM ( I-3/ 'x I -I/4" MICR LLA U I I Architect, P.C. E 1 7— -7 _J L — —� L_ — I 205Bay,Ave. Greenport NY o o g ox °' o ino@ribrownarchitect.com x _ < 631-477-9752 GARAGE I I ( x 2 O _ J IT IS A VIOLATION OF THE LAW FOR ANY J ON, CONCRETE SLAB ON GRADE L_ U UNLESS ACTING TING UNDER DIRECTION THE ECTION OF A I I O OO — 12 U U_ LICENSED ARCHITECT,TO ALTER ANY ITEM ON � 2 m THIS DRAWING IN ANY WAY. ANY AUTHORIZED_ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. x x m m I - - - - - - - - - - - - - � II J F_ OF IT � IT � I— L LEI LE�l LE�l CLIENT/OWNER DAN & SUE DIVINEY PROJECT TITLE F I R S T FLOOR FRAMING PLAN NEW RESIDENCE 40o BAY ROAD, GREENPORT, NY 0' 5' 10' 1 5' DRAWING TITLE FIRST FLOOR FRAMING PLAN SCALE MARCH 31,2023 1/4'=i-o" DRAWING NO. ISSUES/REVISIONS D W oho 0 oho 0 DO t) S R O '" FFr Ln 13~_ U `. O v THESE PLANS ARE AN INSTRUMENT OF O _ O SERVICE AND ARE THE PROPERTY OF THE o ARCHITECT. INFRINGEMENTS WILL o u1 BE PROSECUTED ,ten o 2022 ALL RIGHTS RESERVED Ln d v FLL 511 13 TTER HEAD K(3 1-3/ "x 14 LVL /(2) ' STE 1.PLAF ES -� Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OP THE I,AW FOR ANY PERSON, UNLESS ACTING UNDER TI IF DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ull THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND HI I DESCRIBED IN ACCORDANCE WITH THE LAW. rEll �o CLIENT/OWNER DAN & SUE SECOND FLOOR FRAMING PLAN DIVINEY 0' 5' 10' 1 5' PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT,NY DRAWING TITLE SECOND FLOOR FRAMING PLAN SCALE MARCH 31,2023 1/4" =i-0" DRAWING NO. ISSUES/REVISIONS IT -F O l9 O ~ I THESE PLANS ARE AN INSTRUMENT OF ® SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED O 2022 ALL RIGHTS RESERVED II II ° II 0 II II II Ln Ln II II o II II II U II II II � II Robert I. Brown f LL 5H B TTER H EAC EK(3 1-3/ "x 14 LVL V 1/(2) "STE L PLA FE5 I I I I I I Architect, P.C. I I I I I I zo5 Bad Ave. Greenport NY I I I I I I info@ribrownarchitect.com Q u u 631-477-9752 J J C_U L IT IS A VIOLATION OF THE,LAW FOR ANY PERSON, UNLESS ACTING UNDER THE.DIRECTION OF LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORI7ED cn ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. N U / ATTIC FLOOR FRAMING PLAN CLIENT OWNER 01 51 10, 151 DAN & SUE DIVINEY PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT,NY DRAWING TITLE ATTIC FLOOR FRAMING PLAN SCALE MARCH 31,2023 1/4' =i-0" DRAWING NO. ISSUES/REVISIONS B C p A10 All All BALCONY DECK N ul N N C — m O � ui � w 0 w w wp � O J Ln 0 N N THESE PLANS ARE AN INSTRUMENT OF In Ln SERVICE AND ARE THE PROPERTY OF THE N N ARCHITECT. INFRINGEMENTS WILL 0 o BE PROSECUTED 0 0 2022 ALL RIGHTS RESERVED 0 0 lu w N IL IL 0 O C) w Robert I. Brown N N N N Architect, P.C. O O A A I o ao Bay Ave. Greenport NY 0 0 in?o@ribrownarchitect.com w w 631-477-9752 0 N Ln N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, � lf \ \ N UNLESS ACTING UNDER THE DIRECTION OF A (� Oc6 — 0 LICENSED ARCHITECT,TO ALTER ANY ITEM ON 0 u OWAY.ANY w 1 ALTERA THIS TION MUST BE NOTED,SEALED,ANDZED N w n O O p 0 DESCRIBED IN ACCORDANCE WITH THE LAW. w Ifl 0 j O ft- Q T) Lu o �� Tf � Ln N _� BALCONY DECK �63 c J yp`Tk o w O J Cn CLIENT/OWNER R O O F PLAN DAN &. SUE DIVINEY PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT, NY DRAWING TITLE ROOF FRAMING PLAN SCALE MARCH 31,2023 1/4" =i-o" DRAWING NO. ISSUES REVISIONS F — -1 I F-1 I I F] I L -J J I F-1 I I El I L -J L -J ELECTRICAL LEGEND UNFINISHED CRAWL SPACE • LIGHT SWITCH Ell 3 = THREE WAY Wi D = DIMMER F = FAN f LIGHT CONTROL TIMER SWITCH FOR OUTDOOR HEATERS OUTLET F GfI= GRO220 VOLTUND FAULT INTERUPT 4 = QUAD OUTLET s 220 = t FIXTURE SUBSURFACE MOUNT PROVIDED BY OWNER Y IF NO MARKING THEN ASSUME RECESSED; CONTRACTOR TO PROVIDE 7 L L==-J] —1 wrl L-lz� CEILING FAN/LIGHT 77 FO V,ALL SCONCE PROVIDED BY OWNER ( -'; — — L- — —L THESE PLANS ARE AN INSTRUMENT OF-J INFRARED HEATER: FLUSH MOUNT RECESSED SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL IN CEILING - CD-40 BY INFRATECH BE PROSECUTED CA15LE Q- NETWORr\CA13LE TO-5V7 ITCH AT 2021 ALL RIGHTS RESERVED GARAGE s FRONT DOOR L.E.D. LIGHT STRIP ALARM KEYPAD CONCRETE SLAB ON GRADE L -J Ep I HERM05TAT Fr7: -x VENT Robert I. Brown CARBON MONOXIDE DETECTOR �4 A rchitect P.C. SD SMOKE DETECTOR 20 Bay,Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION Or THE IAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND F -1-1 IT -17 DE SCRIBED IN ACCORDANCE WITH THE LAW L L NOTE: ALL ELECTRIC SERVICE MUST BE LOCATED ABOVE EL. 6.0' ABOVE M.H.T. oar C R A W L S P A C E PLAN CLIENT OWNER 01 51 10, 15' F73 F7�3 r*-,l DAN & SUE I r7q Em DIVINEY PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT, NY DRAWING TITLE CRAWLSPACE ELECTRICAL PLAN SCALE REV. SEPT.6,2023 1/4"="-0" DRAWING NO. ISSUES/ REVISIONS GAS FIRED GRILL Ile FA /LIGHT \ / FAN/LIGHT � � IR D()Wj \ \ \ —_ �wl AT _-- --------- — WP HEATERS ON 1 WP TIMER SWITCH, 6 At W / 42 S S S N/LIGHT 42� 1 �F E � AFF AFF �� I � - R, P, R,L[ TIME WITCH -- ELECTRICAL LEGEND Fpp UP ID, LIGHT SWITCH cPun ertop \\ \ D = DIMMER AY \ / r F = FAN * LIGHT CONTROL s \ TIMER SWITCH FOR OUTDOOR HEATERS \ h I R IIA 2 1 S \\ R / I R // \ j \ I ® \ / \ OUTLET I fr I 1 \ / I // ;<, \ lxc/ \ GFI= GROUND FAULT INTERUPT / it R_(�)L/ 1 \\ // i o I ,;: \ I 420 QUAD OUTTLEET I I / R R R FIXTURE S URFACE MOUNT PROVIDED BY OWNER • S / / � \ \ I NOT PROVIDEITWO I I _.-� �----�' (2) EACH QUAD IFLUSH I I I -- IF NO MARKING THEN ASSUME RECESSED; THESE PLANS ARE AN INSTRUMENT OF I ref FLOOR OUTLET IN I CONTRACTOR TO PROVIDE \ \ � � \ \ \ � SERVICE AND ARE THE PROPERTY OF THE R\ 1 I \ GREAT ROOM. 1 \ I \ 0,7 — O @ CEILING FAN/LIGHT ARCHITECT. INFRINGEMENTS WILL Ji \ \\ LOCATIONS TO E \ \ I / 105 / ppp p / DETERMINED IN FIELD. \ \ / � BE PROSECUTED 4 _I / 102 �rece tacl�e.ifi 7 \ R \ Rye /I // F� WALL SCONCE PROVIDED BY OWNER aozi ALL RIGHTS RESERVED I 1 counterf!o r - \ "l�" R �-- p/ \ / I® INFRARED HEATER. FLUSH MOUNT RECESSED / / / IN CEILING - CD-40 BY INFRATECH / / / / / (a-TV CABLENETWORK CABLE S 1 S W i _ ' 1 // \\ / �---_` // 106 / L.E.D. LIGHT STRIP ALARM KEYPAD 108 ,, --- 3 SD �D ---- 4 Robert I. Brown � // 4 THERMOSTAT Architect, P.C. �5 / T S WP (a VENT ao55 Bay,Ave. Greenport NY / $� e T int?o@ribrownarchitect.com / 103 ==T111 i CARBON MONOXIDE DETECTOR POWER FOR HEAT PUMPS / � dWP � 631-477-975Z AS REQUIRED W // n S I SD SMOKE DETECTOR / T / cJ. / \ T FI TU E BO E WP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, / DOOR OPENER WITH LIGHT -- -= UNLESS ACTING UNDER THE DIRECTION OF A RO \ / \ i 1 04 i 3 LICENSED ARCHITECT,TO ALTER ANY ITEM ON / \ THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE.WITH THE LAW. ❑ I ED q,q Ns KEYPAC CLIENT/OWNER F I R S T FLOOR PLAN DAN & SUE 01 5' 10, 1 5' DIVINEY PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT, NY DRAWING TITLE FIRST FLOOR ELECTRICAL PLAN SCALE MARCH 31,2023 1/4" =i-0" DRAWING NO. ISSUES/REVISIONS FREE-STANDING GAS FIRE PIT PROVIDE GAS LINE AND ELECTRIC SERVICE WP � -- -QN✓P i \ Kc WP WP ELECTRICAL LEGEND I � / I I db/ $ LIGHT SWITCH / DIMMABLE LED LIG 3 = THREE WAY �\ \\ / '✓, /I_ \ STRIPS ONTOP OF D = DIMMER 3'X 8" COLLAR - AN $ LIGHT CONTROL BEAMS X TIMER SWITCH FOR OUTDOOR HEATERS 206 � � OUTLET 204 _ GFI= GROUND FAULT INTERUPT 220 = 220 VOLT THESE PLANS ARE AN INSTRUMENT OF 4 = QUAD OUTLET SERVICE AND ARE THE PROPERTY OF THE 1 I \ II II I R R R �- FIXTURE : ARCHITECT. INFRINGEMENTS WILL S= SURFACE MOUNT PROVIDED BY OWNER BE PROSECUTED \ SD I I I I I I I I I I I 08 ---- IF NO MARKING THEN ASSUME RECESSED; 2021 ALL RIGHTS RESERVED CONTRACTOR TO PROVIDE SD I \ 20 I I I I ' I I \ / \ O @ CEILING FAN/LIGHT FO WALL SCONCE PROVIDED BY OWNER I IR INFRARED HEATER: FLUSH MOUNT RECESSED IN CEILING - CD-40 BY INFRATECH ELEC. F_j I ) I I I I TV CABLE 5E NETWORK CABLE Robert 1. Brown RYER 3 R / / I _/ II / II I� S 203 / R / `\ { \ I I // I 207 i" L.E.D. LIGHT STRIP Architect, P.C. SD _J _---__ / \ \ / _-_-, A ALARM KEYPAD 20 Bd Ave. Green port NY / / S D 4 ,r? Bay Ave. l, /-( -"_— co Q I I // \\1-1 �Q__ / ,__, _ info@ribrownarchitect.com T THERMOSTAT ASHER j i T 631-477-9752 I / 3 �� _ ® VENT DN~ I \ CO CARBON MONOXIDE DETECTOR �� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �T 2 22 i `� \ R \ ll-'J wr UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT,TO ALTER ANY ITEM ON \ \ I SD SMOKE DETECTOR THIS DRAWING IN ANY WAY. ANY AUTHORIZED O F XT RE B VE \ \ \ I ALTERATION MUST BE NOTED,SEALED,AND I U \\ \\ 1 DESCRIBED IN ACCORDANCE WITH TIIF.LAW. x G _ T S IT H EL W 3 3 ',( 4 ;4 a, dt-k C . .1 11 LJ ,z :, .. SECOND FLOOR PLAN CLIENT/OWNER w Q C-e.S DAN & SUE DIVINEY PROJECT TITLE NEW RESIDENCE 40o BAY ROAD, GREENPORT, NY DRAWING TITLE SECOND FLOOR ELECTRICAL PLAN SCALE MARCH 31,2023 1/4'=i-0" DRAWING NO. ISSUES/REVISIONS BALCONY DECK BELOW LOW HEADROOM ELECTRICAL LEGEND LIGHT SWITCH 3 = THREE WAY / D = DIMMER F = FAN E LIGHT CONTROL ATTIC/STORGE i ® ® TIMER SWITCH FOR OUTDOOR HEATERS UNCONDITIONED ' AIR HANDLER I ® OUTLET GFI= GROUND FAULT INTERUPT THESE PLANS ARE AN INSTRUMENT OF 1 220 = 220 VOLT SERVICE AND ARE THE PROPERTY OF THE \ 4 = QUAD OUTLET ARCHITECT.INFRINGEMENTS WILL \ FIXTURE : BE PROSECUTED \\ ® If NOURFACE MARK MARKING OUNT THEN ASSOVIDED UME REBCESO EDER HOT WATER HEATER zo2l ALL RIGHTS RESERVED \ CONTRACTOR TO PROVIDE CEILING FAN/LIGHT FO WALL SCONCE PROVIDED BY OWNER \�\ ® INFINACEI CEILING HEATER: CD-40 BY INFRATECHCESSED Robert I. Brown \ CABLE NETWORK CABLE Architect, P.C. F L.E.D. LIGHT STRIP ` LOW HEADROOM 4 ALARM KEYPAD 205 Bay.Ave. Greenport NY 3 5E info@ribrownarchitect.com Q THERMOSTA 631-477-9752 ® VENT DI \ CO CARBON MONOXIDE DETECTOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON, — \ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON S SD SMOKE DETECTOR THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND LOW HEADROOM DESCRIBED IN ACCORDANCE WITH THE I.AW. Jsi � L VJAO CLIENT/OWNER DAN & SUE DIVINEY ATTIC PLAN 01 51 10, 1 51 PROJECT TITLE NEW RESIDENCE 40o BAY ROAD,GREENPORT, NY DRAWING TITLE ATTIC FLOOR ELECTRICAL PLAN SCALE MARCH 31,2023 1/4'=i-0" DRAWING NO. ISSUES REVISIONS F - -1 F - -1 17- - -1 I El I I El I 1 1-1 1 L -J L I I I ❑ I I F I I El I I El I J L -J f=R7TNT— ABOVE ABOVE FLOOR VEN Tez ABOVE Otftvfftt� ABOVE ABOVE7- NOTE: DUCTWORK SHALL BE MOUNTED TIGHT TO JOISTS ABOVE FLOOR VENT ABOVE7 F .15 1 FLOOR VENT RE TURN AIRUNfINI5HED CRAWL SPACE ABOVE F GARAGE 1 ABOVE —FOO I1 F1 I THRM05TAT CONTROLLED CONCRETE SLAB ON GRADE 1 L 4DAMPER AIR A H tIP THESE PLANS ARE AN INSTRUMENT OF HANDLE R FLOOR VENT SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL ABOVE F;= BE PROSECUTED FLOOR VE— 20 21 ALL RIGHTS RESERVED 1 F,7 FLOOR VENT • L\ -ABOVE L FLOOR VENT Robert I. Brown .C. Architect, P 2f -j 20 Bay Ave. Greenport NY L in?o@ribrownarchitect.com F 1 1 631-477-9752 r -1 Fr -1 LEI IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND NOTE: ALL MECHANICAL EQUIPMENT AND DESCRIBED IN ACCORDANCE WITH THE LAW. MATERIAL MUST BE LOCATED ABOVE EL. 8.0' AI30VE M.H.T. CRAWLSPACE PLAN 01 51 10, 15 off PEZ4 LAUNDRY ROOM BATH 3`0 VENT 3"0 VENT MASTER BATH HAND _71 SINK HAND HAND WASHING TOILET 3HOWET 5HOWET1 TUB TOILET SINK I SINK CLIENT OWNER MACHINE SECOND IF LOOP DAN & SUE DIVINEY PLUMBING RISER PROJECT TITLE NOT TO SCALE NEW RESIDENCE 3`0 VENT (Z�) 400 BAY ROAD,GREENPORT, NY POWDER ROOM KITCHEN MASTER BATH F DRAWING TITLE DISH DISH _71 WASHER WASHER HAND HAND BASEMENT MECHANICAL PLAN HAND I SINK SINK I SINK TOILET SINK TUB TOILET I PLUMBING RISER DIAGRAM 5HOWEK FIRST FLOOR SCALE REV. SEPT.6, 2023 1/4"="-0" CO DRAWING NO. TO NEW I/A SEPTIC SYSTEM ISSUES/REVISIONS GAS FIRED GRILL COVERED DECK D W oQo p 5CREENED PORCH �OR VENT �OR VENT 0 0 �OR VENT YA 4 FRI OR VENT FOR VENT I Frr-- 2 I, L- ® Il Il I I I I XA r T E KICK VENT I II II II A3 I o� Q fi I I i I I I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OFF THE 102 L Ji I I 1 5 I I BE PROSECUTED INFRINGEMENTS WILL I I I 2021 ALL RIGHTS RESERVED I I �OR VENT AIR RET RN AIR RETURN I I I I I A6 E I I I I I I l 06 Ioa o II II II AIR SUPPLY IIII LffII 'I Robert I. Brown ffe.=8.0' AIR DOWN TO LJ LJ u 11ANDL DUCTS IN CRAWL5PACE NOR VENT Architect, P.C. 03 DOR VENT 205 nIo@rlbrowe.narch tect com mop-VE NY 631-477-9752 104 IU fi 14 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 6 UNLESS ACTING UNDER THE DIRECTION OF OR VENT LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Q��A r•+. r `1 41 U CLIENT/OW NE FIRST FLOOR PLAN DAN & SUE 01 51 ► o1 151 DIVINEY PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT,NY DRAWING TITLE FIRST FLOOR MECHANICAL PLAN SCALE MARCH 31,2023 1/4"=i-o" DRAWING NO. ISSUES/ REVISIONS FREE-STANDING GAS FIRE PIT PROVIDE GAS LINE AND ELECTRIC SERVICE -Z z f1 NILING VENT ®[LING VENT ®[LING VENT O 205 Q THESE PLANS ARE AN INSTRUMENT OF 206 2 21 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 204 BE PROSECUTED a: " 2021 ALL RIGHTS RESERVED ®ILING VENT 208 20I 18 19 — Robert I. Brown AIR RET RN Architect, P.C. ort NY 20fG AIR RET RN 207 ®ILING VENT 1n�0@r brownarch feet com ®ILING VENT 631-477-9752 A ®ILING NT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BR NOTED,SEALED,AND ®1 I DESCRIBED IN ACCORDANCE WITH THE LAW. © U VEDq,g4, PU 41 SECOND FLOOR PLAN CLIENT/OWNER DAN & SUE DIVINEY PROJECT TITLE NEW RESIDENCE 400 BAY ROAD,GREENPORT, NY DRAWING TITLE SECOND FLOOR MECHANICAL PLAN SCALE MARCH 31, 2023 1/4'=i-o" DRAWING NO. ISSUES/ REVISIONS BALCONY DECIK BELOW LOW HEADROOM AIR HANDLER RUN CROSS DUCT TIHESE PLANS ARE AN INSTRUMENT OF ALONG CEILING SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL ® BE PROSECUTED OT WATER HEATER 2021 ALL RIGHTS RESERVED ATTIC/STORGE UNCONDITIONED Robert I. Brown F— Architect, P.C. L�JN,'HEADROOM zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 D I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON TH IS DRAWING W ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND LOW HEADROOM DESCRIBED IN ACCORDANCE WITH THE LAW.— CLIENT/OWNER DAN & SUE DIVINEY ATTIC PLAN 0' 51 10' 1 5' PROJECT TITLE NEW RESIDENCE 4oco BAY ROAD, GREENPORT,NY DRAWING TITLE ATTIC MECHANICAL PLAN SCALE MARCH 31,2023 1/4" DRAWING NO. I � l