Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48396-Z
Of SOU lyo�o Town of Southold * * P.O. Box 1179 53095 Main Rd �o2�COUNT%l���c Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46936 Date: 03/27/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING—Additions/Alterations Location of Property: 2355 Village Ln Orient, NY 11957 Sec/Block/Lot: 2 6.-1-13 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/07/2021 Pursuant to which Building Permit No. 48396 and dated: 10/13/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for with ZBA #7588 dated 3/17/2022. 6/15/2026 Corrected to change top line from demolition to single family dwelling—additions/alterations only. The certificate is issued to: Scofield Frederic C Jr Tr Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-0843 12/31/2025 ELECTRICAL CERTIFICATE: 48396 2/15/2024 & 6/24/2025 PLUMBERS CERTIFICATION: James Hannon 10/23/2025 l Autho iz d Si nature ho�aaf 80oryo�o Town of Southold * * P.O. Box 1179 moo: 53095 Main Rd uan. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46936 Date: 03/27/2026 THIS CERTIFIES that the building DEMOLITION Location of Property: 2355 Village Ln Orient, NY 11957 Sec/Block/Lot: 26.4-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/07/2021 Pursuant to which Building Permit No. 48396 and dated: 10/13/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for with ZBA #7588 dated 3/17/2022. The certificate is issued to: Scofield Frederic C Jr Tr Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-0843 12/31/2025 ELECTRICAL CERTIFICATE: 48396 2/15/2024 & 6/24/2025 PLUMBERS CERTIFICATION: James Hannon 10/2 /2025 i utho ' e Si ature z�,=u � TOWN OF SOUTHOLD , sUfFntkeoGy� BUILDING DEPARTMENT y x TOWN CLERK'S OFFI&E AMENDMENT Wo • `� SOUTHOLD, IVY c EULDNG 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 #: 46396 Date: , 10/13/2022 Permission is hereby granted to: Scofield Frederic C Jr Tr 11305 Spaulding St Omaha, NE 68164 To: Construct interior alterations (interior demo) to existing one family duelling as applied for with flood permit. Additional approvals / permits will be required. Replaces 946146 �*�UTIZ02�3-�►iVIEIV6- -ERN IT to include additions and alterations as applied for, with ZBA .47566, HPC and SCHD approvals. At premises located at: 2365 Village Ln, Orient SCTM #473669 Sec/Slock/Lot# 26.-1-13 Pursuant to application dated 4/7/2021 and approved by the Building Inspector. To expire on 411312024. Fees: PERMIT RENEWAL $350.00 -AMENDMENT TO PERZVIIT _ $20.0..20 Total: $550.20 Building Inspector � SufF I/ TOWN OF SOUTHOLD BUILDING DEPARTMENT y x ' 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#: 48396 Date: 10/13/2022 Permission is hereby granted to: Scofield Frederic C Jr Tr 11305 Spaulding St Omaha, NE 68164 To: Construct interior alterations (interior demo) to existing one family dwelling as applied for with flood permit. Additional approvals / permits will be required. Replaces #46148 At premises located at: 2355 Village Ln, Orient SCTM #473889 Sec/Block/Lot# 26.-1-13 Pursuant to application dated 4/7/2021 and approved by the Building Inspector. To expire on 4/13/2024. Fees: PERMIT RENEWAL $350.00 Total: $350.00 Building Inspector E OFS°&ryo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT • e TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46148 Date: 04/26/2021 Permission is hereby granted to: Renewal Date: 01/03/2025 Scofield Frederic C Jr Tr 11305 Spaulding St Omaha, NE 68164 To: Construct interior alterations(interior demo)to existing one family dwelling as applied for with flood permit. Additional approvals/permits will be required. Premises Located at: 2355 Village Ln, Orient, NY 11957 SCTM#26.4-13 Pursuant to application dated 04/07/2021 and approved by the Building Inspector. To expire on 01/03/2027. Contractors: Fees: Renewal Fee $225.00 Total 225 Bui nspector O�g11FFD1, TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 46148 Date: 4/26/2021 Permission is hereby granted to: Scofield Frederic C Jr Tr 11305 Spaulding St Omaha, NE 68164 To: Construct interior alterations (interior demo) to existing one family dwelling as applied for with flood permit. Additional approvals / permits will be required. At premises located at: 2355 Village Ln SCTM #473889 Sec/Block/Lot# 26.-1-13 Pursuant to application dated 4/7/2021 and approved by the Building Inspector. To expire on 10/2612022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $350.00 Building Inspector pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scofield Frederic C Jr Tr Address: 2355 Village Ln City: Orient St: NY Zip: 11957 Building Permit#: 48396 section: 26 Block: 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Indoor Fes' Basement F Service 5-0 Solar F— Outdoor 1 st Floor (✓ Pool r Spa F— Renovation F— 2nd Floor 1- Hot Tub F Generator F- Survey rF-1 Attic "We Garage ri Battery Storage (- INVENTORY Service 1 ph W Heat Duplec Recpt 42 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph F— Hot Water GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Cooktop 1 Ceiling Fan 3 Combo Smoke/CO 7 Transfer Switch UC Lights 8' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 27 4'LED Exit Fixtures Other Equipment: Fridge, DW, Cooktop, Hood, 200A Panel 30 Circuit/ 30 Used Notes: One Story House w/ Finished Attic Storage Inspector Signature: Date: June 24, 2025 Sean Dev in Electrical Inspector sean.devlin(D-town.southold.ny.us 2355VillageLnHouse SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 1 1 97 1-0959 C0U01�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Frederic C Scofield Jr Tr Address: 2355 Village Ln city:Orient st: NY zip: 11957 Building Permit#: 48396 section: 26 Block: 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Service Only Inspector Signature: Date: February 15, 2024 S. Devlin-Cent Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 Q �4 ru tl ' BUILDING DEPARTMENT F E B 1 2 202 1 TOWN OF SOUTHOLD t..5 CERTIFICATION Date: I.2.3 I S Building Permit No. Owner: ���' I� ✓t C' S �� (Please print) 1I66 Plumber: .. ... �ii�'►'1 .5._. . F'1..�/l,n d:`1_ ... . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � (Plumbers Signature) Sworn to before me this day of 20 DANIELLE HARRIS NOTARY PUBLIC STATE OF NEW YORK `�•Notary Public SUFFOLK COUNTY , :County' LIC.#01 HA6208645 COMM. EXP.JULY 6,2 ho�apF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 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: /0 On, �064ev A cw�Avt/A&kW A) c DATE 1 II SOY INSPECTOR pF SOUjyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] F NDATION 1 ST [ ] 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: N : A DATE INSPECTOR pF SOUTyOIo q 1, �UICDING - -TO�I� g OUTHOL DEP . coo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ]- FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C DATE INSPECTOR soUly�� # # TOWN OF SOUTHOLD BUILDING DEPT. co 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: DATE 3.21-2 INSPECTOR �o��%F SO(lTh°� `f(i 1 * # TOWN OF SOUTHOLD BUILDING DEPT. uto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [v�FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ],nP.R•E C/O [ ] RENTAL R MARKS: DATE INSPECTOR rjf so(/Ty�{o 1 j(� * TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKIN [ ] 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: S o DATE INSPECTOR INSPECTOR OE SOUjyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 1 NSPEC ON [ ] 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 RE 7: AD IRV( l DATE INSPECTOR g SOGT,�,o� # # TOWN OF SOUTHOLD BUILDING DEPT.- "����+� 631-765-1802 �4 ' INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION J . ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: CJ r ✓1 t DATE INSPECTOR OF SOUTyO� � - G� °Z kv,f -- -- * # TOWN OF .OUT O BUILDING H LD f�LJJDIN DEPT.� � G 631-765-1802 1 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. .1 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: i 7 f r 4— LA.- n ro DATE INSPECTOR oF souryo� * . * TOWN OF SOUTHOLD BUILDING'DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] R GH 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: (� t( 0 n 0,1, �h c DATE INSPECTOR pF SOGTyo<o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUGPLBG. FOUNDATION 2ND [ TION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D 1 I t in: & - a 4z,n -A(,o a t� f GA- vgavwLi�l My NIM.A _ vvoL 4D &-t lidni- DATE INSPECTO \ SO �� Ulyolo b �,5 # # TO N OF SOU HOLD BUILDING DEPT. �o • �o `�courm N�` 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �OLECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O 4l1`�kJ REMARKS: ol f, DATE L� . INSPECTOR �O�NOF SOOTyO� 1 � 1 �" �� f •� `Q � - \: # # TO N F SOUTHOLD BUILDING DEI 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE `L INSPECTOR b'J 1 - Insulation Certificate 1 LI CONSTRUCTION lobsite Address: 2355 Village Lane, Orient, NY 11957 USA This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. ❑ Open Cell F E S 1 0 2026 6 El Closed Cell :. Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements. The spray polyurethane foam and fiberglass insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness** R-Value 2x6 Old roof rafters Closed Cell Spray Foam R-42 At 5-1/2" inches 2x8 New roof Ceiling Closed Cell Spray Foam R-49 At 6-1/2" inches 2x4 Existing exterior walls Mineral wool R-15 At 3-1/2" inches 2x4 New exterior walls Kraft faced fiberglass R-15 At 3-1/2" inches 2x6 New exterior walls Kraft faced fiberglass R-19 At 5-1/2" inches Crawl space ceiling Mineral wool R-23 At 5-1/2" inches Rim joists Closed Cell Spray Foam R-15 At 2" inches Crawl space exterior walls Closed Cell Spray Foam R-23 At 3" inches **Nominal thicknesses are representative of field Contractor: Eli Construction Services Date of installation: From 09/04/2024 to 09/13/2024 INC. Phone: (631) 869-5171 Customer: Ross Brothers Construction 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631) 869-5171 info@eliconstruction.com CONSTRUCTION Bunch, Connie From: Fuentes, Kim Sent: Friday, March 27, 2026 9:39 AM To: Bunch, Connie Cc: Marina DeConciliis Subject: RE: Scofield - 2355 Village Lane, Orient, SCTM No. 1000-26-1-13 - photos of as-builts for final HPC approval Frederick Scofield, 2355 Village Lane, Orient, SCTM No. 1000-26-1-13. BuildingPermit ermit #48396, HPC Res. No. 01.04.2021.2 Amended Hi Connie,. During the March 26, 2026 Meeting of the HPC, the Commissioners indicated their approval with the completed project. A Certificate of Occupancy can be issued. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IMPORTANT: All surveys/site plans and architectural/engineered plans submitted to this ofJ`ice shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineeredlarchitectural plans that indicate a revision date, and are signed and sealed by the design professional. From: marina deConciliis<marina@kdcarchitecture.com> Sent: Monday, March 23, 2026 4:10 PM To: Fuentes, Kim<kim.fuentes@town.southold.nv.us> Cc: meryl kramer<meryl@kdcarchitecture.com> Subject: Fwd: Scofield -2355 Village lane- photos of as-builts for final HPC approval Hi Kim, Would it be possible to add final review and approval of 2355 Village lane to the agenda? The owners need final HPC approval on the completed construction. Please see photos reattached below. As per my recent email and Ahmad's comment about the fence,the owners plan to leave it unpainted but are agreeable to painting it if the commission would prefer it to be. Thank you. Marina de Conciliis AIA Kramer+deConciliis Architecture PLLC 631.477.8736 l kdcarchitecture.com 260 Hortons Lane,Southold,NY 11971 Mailing Address:PO Box 1600 From: marina deConciliis<marina@kdcarchitecture.com> Sent:Thursday, February 12, 2026 10:16 AM To: Fuentes, Kim <kim.fuentes@town.southold.nv.us> Cc: meryl kramer<mervl@kdcarchitecture.com> Subject: 2355 Village lane-photos of as-builts for final HPC approval Hi Kim, Please see attached photos of the as-built renovation and addition at 2355 Village Lane Orient for final HPC approval. Let us know if anything else is required and when this could be placed on the HPC agenda for review. Thank you. 2 f �� - •ter_, 4 Y �t till ' m �ril�il IEIL II�IIlIJII ,IIIiI.Jlll C1111111Iil ii��ll lI1111111I l�IlIN ,. �/ � .. .,,fir.►:-1+�•.o�,."..;f l;t ... .a.. � Not ; * z 5 �- �, u.•� +. 4��r'�.a/`a�r. ��•.a�i�( DTI+ Oil f ISLM { -IN 4 II i - � � l I I II Illlllll ILl.U1J� 11 �� - ���,►«I� 4 l��[1�11 1 �' ' � ire± `,,' �L��_ .� •� 4 !t �� �iR:� Y Marina de Conciliis AIA Kramer+deConciliis Architecture PLLC 631.477.8736 1 kdcarchitecture.com 260 Hortons Lane,Southold,NY 11971 Mailing Address:PO Box 1600 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 7 ids 1 1 1 • • ' 6..r • 11 FOUNDATION(IST) ' 1 ROUGH FRAMINQ PLUMBING A MIA _ o 1 m J �� INSULATION.STATEENERGY • I /� SUMMON no 100,11 as M 1"A i V /Am, Mimi ® 1 AIR . e o0 SCENE MUMMA MEN 10 &,9U / / !IT L. e • r I - =O��gUFfO(,�coGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 11.79 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMI For Office Use 04 3 ; PERMIT NO. Building Inspe .!� �_3 ":- : i r Applications and forms must 66.filled out in their entirety.Incomplete ` `° JUN 2 2 2023 applications will not be accepted. Where,the Applicant is not the owner,an Owner's Authorization-form(Page 2)shall be completed. -NJ 1 .•±lra 4 y b. 1, Date: June 20, 2023 OWNER(S)-'OF'PROPERTY: Name: Frederic C. Scofield Jr Tr SCTM #1000- 26. - 1 -13 Physical Address: 2355 Village Lane, Orient NY 11956 Phone#: 402-680-4705 Email: rickscofield@centurylink.net 'Mailing Address_11305 Spaulding St,_Omaha, NE_68164_ CONTACT PERSON: Name: Meryl Kramer Architect Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: (631)477 8736 Email: meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect PC Mailing Address: ; PlO;Box-1600, Southold, NY 11971 _ Phone#: ;.;<;;(631),477:8736 Email: meryl@mkarchitect.com CONTRACTO'R:INFORMATION I�"".-:I Name: To Be Determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure IlAddition C)JAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 350,000 [\Arilithelotbere-graded? ❑Yes F[1No Will excess fill be removed from premises? ❑Yes ®No 1 ;•PROPERTY INFORMATION Existing use of property: Single Family_ Residence_ Intended use of property: Single Family Residence - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑Check"BOX After Reading:~The owner/contractor/de�sigp,p'roffeessional is responsible.for all drainage and storm water issues as provided by ,Chapter 2N of the Town Code..APPLICATION IS HEREBY MADE.tolthe_Bwlding?Department'for the issuance of a-Building Permit pursuant to-the Building Zone ,Ordinance of the Town,of Southold,Suffolk,County,New York and other applicable Laws,17r.dmances'or Regulations,for the construction of buildings; - addition's,alterations.orfor removal or demolition as herein described:The applicant agreestosom�plywith all applicable laws,ordinances;building code, .housing,code and.negulations and to admit authorized inspectogNompre�, ise,s,,anil in buildings)for neltessar inspections.False statements made herein are punishable as'a Class A misdemeanor pursuant td Section 210.45 of the New"Y rk,stateaPenal Law Application Submitted By(pri t name): Meryl KrapwWV Architect IEAuthorized Agent ❑Owner Signature of Applicant: �� Date: STATE OF NEW YORK) SS: COUNTY OF SUTTa I ) Meryl Kramer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 NU-d— T -� T� of V u rP—, ,20 otary Public TRACEY L.DWYER "NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01OW6aas9oo OUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRESJUNE80,2ba(v I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 =o�OgUFFQ(�coGy�S TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• � Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtolAM.gov Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use Only PERMIT NO. r O Building Inspector: 4 APR — 7 2021 Applications and forms must be filled out in their entirety. Incomplete - applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: April 7, 2021 OWNER(S)OF PROPERTY: Name: Frederic C. Scofield Jr Tr- SCTM# 1000- 26. - 1 - 13 Physical Address: 2355 Village Lane, Orients NY J(q;5 7 Phone#: 402-680-4705 Email: rickscofield@centurylink.net Mailing Address:11305 Spaulding St, Omaha, NE 68164 CONTACT PERSON: Name: Meryl Kramer Architect Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: (631)477 8736 Email: meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect PC Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: (631)477 8736 Email: meryl@mkarchitect.com CONTRACTOR INFORMATION: Name: Fokine Construction Services Mailing Address: PO Box 477, Shelter Island, NY 11964 Phone#: 631 749 2130 Email: fokinebuild@hotmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure IkAddition CRAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 500,000 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? es ❑No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property Single Family Residence _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,. additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all,applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A.misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted y( r'nt name)- VI ,,,K ramer Architect (RAuthorized Agent ❑Owner ------------.__Y.-- ---_ �_. _ -__ — _ Signature of Applicant: Date: 4/7/21 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified In Suffolk County Coer►rnlgglan PUpirnllIAPrll14,2c� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 ,20a 11 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT 0 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 1;51 Telephone (63-1) 7654802 Fax (63-1) 765-9502 hltps://www.southoldtownn�gov APPLICATION FOR BUILDING PER VA Date Received .... ....... For Office Use Only PERMIT NO. Building Inspector: NOV 2020 Applications-and forms must be filled out in their-entirety.Incomplete T, T� app!icationsmill not be accepted. Where the Applicant is not the owner,.an Owner's Authorization form(P6ge,2)shall be completed.. Date: November 16, 2020 OWNER(S)OF PROPERTY: Name: Frederic C.Scofield Jr SCTM#1000- 26.- 1 - 13 Physical Address: 2355 Village Lane, Orient NY 11956 Phone#: 402-680-4705 TEmail: rickscofieldC¢urylink.net Mailing Address:11305 Spaulding St, Omaha, NE 68164 CONTACT PERSON: Name: Meryl Kramer Architect Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: (631)477 8736 Email: meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATIONi Name: Meryl Kramer Architect PC Mailing Address: PO Box 1600, Southold NY 11971 Phone#: (631)477 8736 merylC&mkarchitect.com CONTRACTOR INFORMATION: Name: To Be Determined Mailing Address: Phone#: ,DESCRIPTION OF PROPOSED CONSTRUCTION E]New Structure IkAddition [Alteration []Repair F-1 Demolition Estimated Cost of Project: Dother $ 350,000 Will the lot be re-graded? E]Yes®No Will excess fill be removed from premises? E]Yes ®No PROPERTY INFORMATION Existing use of property: Single_Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES, PROVIDE A COPY. CI78Ck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by . Chapter236 of the Town Code. APPLICATION IS HEREBY MADE to the Building 11 Department for the issuance of a Building Permit pursuant to the Building,Zone Ordinance of the Town of Southold;Suffolk,;County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False,statements made herein are. punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Me Kramer Architect IgAuthorized Agent ❑Owner Signature of Applicant: Date: �I. �• ?,D STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 M E R Y L K R A M E R a r c h i L e c l 2 6 0 H O R T O N S L A N E POST OFFICE BOX 1600 SOLITHOLD. NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m LETTER OF AUTHORIZATION Frederic C Scofield Jr 11305 Spaulding Street Omaha, NE 68164 1 hereby authorize MERYL KRAMER ARCHITECT PC to act as our agent in obtaining all permits required by TOWN OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions to 2355 Village Lane, Orient, NY 11957. z. r 3 20 .y0 Owner ate l FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 20, 2020 TO: Meryl Kramer(Scofield) PO Box 1600 Southold,NY 11971 Please take notice that your application dated September 10, 2020: For permit:to construct additions and alterations to existing single-family dwelling at: Location of property: 2355 Village Lane, Orient,NY County Tax Map No. 1000—Section 26 Block 1 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 5,227.2 sq. ft. lot in the 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 front yard setback of 35 feet. The site plan shows a front yard setback of 18 feet 4 inches. In addition, the proposed construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. f Authors S gn ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 20,2020 RENEWED: August 19,2021 AMENDED: August 19,2021 TO: Meryl Kramer(Scofield) PO Box 1600 Southold,NY 11971 Please take notice that your application dated September 10,2020: For permit:to construct additions and alterations to existing single-family dwelling at: Location of property: 2355 Village Lane, Orient,NY County Tax Map No. 1000—Section 26 Block 1 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 5,227.2 sq. ft. lot in the 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 secondary front yard setback of 20 feet. The site plan shows a front yard setback of 18 feet 4 inches. In addition,the proposed construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission Approval. This Notice of Disapproval has been amended to reflect the newly passed Local Law No. 9-2021 as shown on the latest plans last revised on 8119121. Author zed Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark,ZBA I.. r APPLICATION s • PAGE- 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION `T'his form is to be filled out in duplicate- SECTION 1: GENERAL PROVISIONS APPLICANT to read and si 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. b. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. T Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. i,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,T E BA PESTWONVLEDGE,TRUE AND ACCURATE. (APPLICANT'S SfbNATURE I An DATE April 30, 2021 SECTION 2 PROPOSED DA—LOPMENT(To be comnleted by APPLICAN n NAME ADDRESS TEL PH NE APPLICANT Meryl Kramer Architect, PO Box 1600, Southold, NY 11971 631 4778736 BUILDER Fokine Construction, PO Box 477, Shelter Island, NY 11964 631 749 30 ENGINEERSL Maresca, 188 W Montauk Hwy, Hampton Bays, NY 11946 6317289 80 SIA 4e E4 �R nJECT LO=Ohf: To avoid delay in proeessiug the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. Address: 2355 Village Lane, Orient, NY 11957. SCTM 1000 - 26. - 1-13 Located at the southeast corner of Village Lane and Willow rient. See attached. FDP(93) -- WILLOWSTREET - • a,;. 75 WILLOW STREET •+ " ------------ x� i ° a 2300 VILLAGE LANE VILLAGE 2380 VILLAGE LANE SOP 42440 VILLAGE LANE xr� ;.-"' - Scofleld .� Residence 2355 Village lane OAK Orient,W 11957 EM A-001 APPLICATION PAGE 2 OF 4 —~- DESCRIPTION OF WORK (Check: all app6cabic boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY_ STRUCTURE TYPE ❑ New Structure IR Residential (1-4 Family) N Addition ❑ Residential (More than 4 Family) ® Alteration ❑ Noa-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S $500,000 H. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements.(Including Culvert Work) ❑ Road. Street or r$rr-tdge Construction ❑ Subdivision (New or Expansion) M Individual Water or'Seyfr System ❑ Other (Please Specffy)� After completing SECTION 2, APPLiCAIXU. should submit form to Local Administrator for review. SECTION 3. FLQODPLAIN DETERMINATION 'To be completed by I�CAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is hnj located in a Special Flood hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable Cl The proposed development is located in a floodway. F$FM Panel No. Dated C7 See Section 4 for additional instructions. SIGNED DATE APPLICATION 4# PAGE 3 OF a SECTION 4• ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR1 The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lo[ dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodprooftng of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For G..fl pi otidjiroofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory (loodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting<thhis finding must also be submitted. ❑ Other: E N 5: PERMIT DETERMINATI e com leted b LOCAL ADMINI T R I have determined that the proposed activity. A.❑Is B.❑ Is not . in conformance with provisions of Local Law +� . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated tee. 1f$OX 8 is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the, Board of Appeals. APPLICATION a _ PAGE40F4 APPALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioms SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)_ NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES ONO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? O YES 0 NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISI'RATORI Certificate of Compliance issued: DATE: BY: J r BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson OF S�UTyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes F, , v, Town Annex/First Floor, Robert Lehnert,Jr. • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYCOU Southold,NY 11971 NTI RECEIVED :- http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ` Tel.(631)765-18.09•Fax(631)765-9064 Southold Town Clerk 1vDINGS, DELIBERATIONS AND DETERMINATION s MEETING OF MARCH 17,.2022 :.' .'.. ZBA FILE: #7588 NAME OF APPLICANT: Fredrick C. Scofield Intervivo Trust .PROPERTY LOCATION: 2355 Village Lane, Orient,NY SCTM No. 1000-26-1-1.3 SEORA DETERMINATION: 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.ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County.Department_of Planning issued its reply dated October 4, 2021. stating that this application is considered a matter for local determination as there appears to be no.'significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 26.8. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 11,590 parcel located in an R-40 Zoning District. The parcel measures 94.01 feet fronting Village Lane along the northerly property line, 141.89 feet along willow street; 85.60 feet on the East side and 125.89 feet on the South side. The parcel is improved with a one-story dwelling, an accessory garage, and an accessory shed. All is shown on a survey by Barrett Bonacci, and Van Wheele, L.L.S. dated November 11, 2019. BASIS OF APPLICATION: Request for Variance from Sections 280-124; and the building inspector's August 19, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single- family dwelling; at 1) located less than the code required minimum secondary front yard setback of 20 feet; located at 2355 Village Lane, Orient,NY SCTM# 1000-26-1-13. RELIEF REQUESTED: The applicant requests a variance to add an addition to the rear of the house that results in a non-conforming 18.3 feet secondary front yard setback where the Town Code requires a minimum secondary front yard setback of 20 feet. ADDITIONAL INFORMATION: According to the applicant,Village Lane is the primary front yard section of the property. Willow street is the secondary front yard section of the property. The applicant's representative testified that an Innovative Advanced (I/A OWTS) Septic Plan is proposed to be installed. An I/A OWTS Plan was submitted, prepared by Michael Marinis,LPE, last revised April 21,2021,which depicts the proposed system located on the southwest portion of the property. Page 2,March 17,2022 #7588, Scofield SCTM No. 1000-26-1-13 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3, 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. The neighborhood is a designated historic district'with non- conforming parcels and dwellings that all pre-date zoning and therefore . do not conform to current zoning code. The existing house on the parcel and garage do not conform to the required modern zoning setbacks. The proposed non-conforming addition is about 3 square feet in size and is more conforming than the existing house. The proposed variance relief will not change the character of the neighborhood. 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 existing home is pre-existing non-conforming and most of the existing home has non-conforming setbacks from Village Lane and Willow Street. The proposed variance relief is more conforming than the existing setback of the subject dwelling. 3. Town Law §267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 8.5% relief from the code.However,the size of the addition in the non-conforming setback area is only about 3 square feet and has received the required Certificate of Appropriateness .from the Southold Town Historic Preservation Commission. 4. Town Law $267-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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has not been self-created. The applicant's family has owned the property since before the establishment of zoning codes in 1957. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of an area variance while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to GRANT the variance as applied for, and shown on the Architectural plans prepared by Meryl Kramer, Architect, last revised September 21,2021, and labeled Site Plan;A-100-103;A-200 and R-001, and I/A OWTS Plan prepared by Michael Marinis, L.P.E. last revised April 21,2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) Sanitary System approved by the Suffolk County Department of Health. 1A B Page 3,March 17,2022 #7588,Scofield SCTM No. 1000-26-1-13 This approval 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 That 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 not 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 apossible denial by the Building Department of a buildingpermit, and may require a new application and 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 as 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 other feature.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 procuredi-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 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 Weisman (Chairperson) Dantes, Acampora, Planamento and Lehnert. This Resolution was duly adopted (5-0). A�1 Leslie Kanes Weisman, Chairperson Approved for filing /2022 Mariella Ostroski,Chairperson our uni44 Town Hall Annex Anne Surchin,Vice Chair ,,��g etio 54375 Main Road,NYS Route 25 Allan Wexler `�� ' �,; ^�w� PO Box 1179 Fabiola Santana Southold,NY 11971 S MEW Telephone: 631 LG 765-1809 Tara Cubie P ) Jeri Woodhouse Z kimf@southoldtownny.gov Poui N s o Kim E.Fuentes, Coordinator 0 ��0 y a G RESERVATION Town of Southold Historic Preservation Commission Certificate of Appropriateness DECEMBER 8,2022 RESOLUTION #1.04.21.2 Amended O Frederic Scofield RE: 2355 Village Lane, Orient,NY SCTM# 1000-26.-1-13 RESOLUTION: WHEREAS, 2355 Village Lane, Orient, NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant's architects Meryl Kramer and Marinade Conciliis submitted a proposal of alterations and additions to the existing single-family dwelling; and WHEREAS, the scope of work included the raising of the existing foundation and constructing two additions to the existing single-family dwelling. The two additions add a total of 212 square feet of space to the existing footprint of the dwelling, as applied for; and WHEREAS, the window, shutters, siding and roofing details are all described in the proposed plans, as applied for; and WHEREAS, the applicant's representatives presented to Commissioners with an outline of the project during two pre-submission conferences on October 22, 2020 and October 29, 2020, and, HPC—Scofield Page 2,December 8, 2022 SCTM No. 1000-26-1-13 WHEREAS, a public hearing was held on January 4, 2021,, where the applicants and their architects submitted final drawings of the scope of work and outlined the project for the commission, and, WHEREAS,on January 4, 2021,the Commission granted the applicant a Certificate of Appropriateness; and WHEREAS, on November 14, 2022,the applicant submitted a set of plans and requested an Amendment to Certificate of Appropriateness in order to raise the foundation of the single family dwelling an additional six(6) inches; and WHEREAS,the applicant submitted floor plans and elevations prepared by Meryl Kramer, R.A., dated November 9, 2022; and WHEREAS, a pre-submission conference was held on December 8, 2022. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work as amended and detailed in the above referenced application meets the criteria for approval under Section 170-8 (A) of the.Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for an Amended Certificate of Appropriateness. Motion made by: Commissioner Surchin Motion Seconded by: Commissioner Woodhouse AYES: Chairperson Ostroski, Surchin, Wexler, Santana, Cubie, Woodhouse RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: December 8, 2022 our Unig4 Anne Surchin,Vice Chair �.�`� e tie 54375 Main Road,NYS Route 25 Allan Wexler `� ' z,. ^�l�� PO Box 1179 Marina de Conciliis a LO r Southold,NY 11971 u Jeri Woodhouse 80UTkOLD • �-�� � o Telephone: (631)765-1809 David Mammina = POW ' Y, o kimf@southoldtownny.gov Daryl Ketcham "°° + im Kim E.Fuentes, Coordinator A AMENDMENT RFSERVATfON Town of Southold Historic Preservation Commission—. Certificate of Appropriateness Q May 23,2024 WE RESOLUTION #01.04.2021.2 Second Amen a9entMAY 3 1 2024 Owner: Frederic Scofield Smiling Department Town of Southold RE: 2355 Village Lane, Orient, NY SCTM# 1000-26.-1-13 RESOLUTION: WHEREAS, 2355 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant's architects Meryl Kramer and Marina de Conciliis submitted a proposal of alterations and additions to the existing single-family dwelling; and WHEREAS, the scope of work included the raising of the existing foundation and constructing two additions to the existing single-family dwelling. The two additions add a total of 212 square feet of space to the existing footprint of the dwelling, as applied for; and WHEREAS, the window, shutters, siding and roofing details are all described in the proposed plans, as applied for; and WHEREAS, the applicant's representatives presented to Commissioners with an outline of the project during two pre-submission conferences on October 22, 2020 and October 29, 2020, and, WHEREAS, a public hearing was held on January 4, 2021, where the applicants and their architects submitted final drawings of the scope of work and outlined the project for the commission, and, WHEREAS, on January 4, 2021, the Commission granted the applicant a Certificate of Appropriateness; and HPC—Scofield-AMENDED Page 2, December 8, 2022, Amended May 23, 204 SCTM No. 1000-26-1-13 WHEREAS, on December 8, 2022, the Commission granted an amendment to the Certificate of Appropriateness in order to raise the foundation of the single family dwelling an additional six(6) inches; and WHEREAS, on May 13, 2024, the applicant's representative requested another amendment to the Certificate of Appropriateness to add a HVAC Condenser Platform with a Screened Enclosures measuring 4 feet, 1 inch wide by 2 feet, 4 inch deep by 6 feet 10 inches high; and WHEREAS, the applicant's representative submitted a site plan, last revised November 28, 2022; and floor plans and elevations depicting a proposed HVAC and screened enclosure, last revised May 13, 2024, all prepared by Meryl Kramer, R.A.; and WHEREAS, a work session and regular meeting was held on May 23, 2024 by the Commission; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work as amended and detailed in the above referenced amended application and architectural plan meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for an Amended Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Mammina Motion Seconded by: Commissioner Woodhouse AYES: Commissioners Surchin, Woodhouse, Mammina and Ketchum (4-0) (Commissioner de Conciliis recused) RESULT: Passed Signed: �( _ Dated: May 29,2029 Kim E. Fuentes Coordinator for the Historic Preservation Commission y ►Y 1y�q Edward Webb,Chairperson Town Hall Annex Anne Surchin,Vice Chair �IQl �,a0 54375 Route 25 Robert Harper PO Box 1179 Joseph McCarthy Southold,NY 11971 Mariella Ostroski Fax(631)765-9502 Fabiola Santana Telephone: (631)765-1802 Tracey Dwyer,Administrative Assistant www.southoldtownny.gov Town of Southold Historic Preservation Commission January 04,2021 RESOLUTION #01.04.21.2 Certificate of Appropriateness RE: 2355 Village Lane,Orient,NY,SCTM#1000-26:1-13 Owner: Scofield Frederic C Jr Tr RESOLUTION: WHEREAS, 2355 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicant's architects Meryl Kramer and Marina de Conciliis submitted a proposal of alterations and additions to the existing single-family dwelling. WHEREAS, the scope of work included the raising of the existing foundation and constructing two additions to the existing single-family dwelling. The two . additions add a total of 212 square feet of space to the existing footprint of the dwelling, as applied for, and, WHEREAS, the window, shutters, siding and roofing details are all described in the proposed plans, as applied for,and WHEREAS, the architects presented commissioners with an outline of the project during two pre-submission conferences on October 22, 2020 and October 29,2020,and, WHEREAS, a public hearing was held on January 4,2021,where the applicants and their architects submitted final drawings of the scope of work and outlined the project for the commission,and, NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8(A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Harper SECONDER: Commissioner Santana AYES: Webb, Surchin,Harper,McCarthy, Ostroski and Santana RESULT:Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Tracey L.Dwyer,Application Coordinator for the Historic Preservation Commission Date:January 05,2021 M E R Y L A R A M E R a r c h i t e. c .260 HORTO.NS. LANE POST OFFICE BOX 1600 SOUTHOLD. NY 11971 4 7. 7 - 8 7 3 6 m k a r c h i t e c t c o m LETTER.OF AUTHORIZATION Frederic C;Scofield.Jr 11305 Spaulding Street Omaha, NE 68164 I hereby authorize MERYL KRAMER ARCHITECT PC to act as our agent in obtaining all permits required.by TOWN OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions to 2355 Village Lane,Orient, NY 11957. Owner Efate f BUILDING DEPARTMENT- Electrical lnsjJector Y_s s `.' i S3. ' ra TOWN OF SOUTHOLDrA f Town Hall Annex- 54375 Main Road - PO'Bof 0079 9 2024 Southold,`New' York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765,9502 ,., jam eshCcrD-southoldtownny.gov seandCa�southoldtownny..gov .: APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/5/24 Company Name: prime electric Electrician's Name: michael hunter License No.: me-52402 Elec. email:mike@primeli.biz Elec. Phone No: 6313875660 01 request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave holbrook ny 11741 JOB SITE INFORMATION (All Information Required) Name: scofield Address: 2355 bill q e- h , Cross Street: main road IJ Phone No.: 6313875650 Bldg.Permit#: 48396 email:mike@primeli.biz Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): need inspection on 200amp underground service Square Footage: Circle All That Apply Il5 UNOvVYI $ qf�/43/ Is job ready for inspection?: YES ❑NO ❑Rough In Final Do you need a Temp Certificate?: YES ❑NO Issued On 02 �3 Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# na ❑New Service❑Fire Reconnect[]Flood Reconnect❑✓Service Reconnect v❑tJnderground❑Overhead # Underground Laterals R1 1 2 H Frame R1 Pole Work done on Service? ✓ Y RN Additional Information: need new meter set and tie in on pole,u guard in place PAYMENT DUE WITH APPLICATION a 1��� �� � l60@ rtic tr o 6 U 679 C7 O�g�EEO�,�coG BUILDING DEPARTMENT-Electrical Inspector co x TOWN OF SOUTHOLD oy �► !� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol Telephone (631)765-1802 Temporary Certificate # / Date ruar 2 2024 Customer Name - Electrician Name /h7-e tc i c Address 2395 Phone it 3/ • 87•Sjo5V e-mail Ve-mail 4 rja* j Phone License# Size o?oo A Phase I Overhead Underground_L/ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N es 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 verification i"for s fr the date ove. Authorized by ffQlk BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road PO'Bo)€El l79 -9 .0024 rn Southold, New York 11971-0959 ZIP4A# Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(ab-southoldtownny.oov seand(cr�southoldtownnv.aov, APPLICATION FOR ELECTRICAL INSPECTION _ ELECTRICIAN INFORMATION (All Information Required) Date: 2/5/24 Company Name: prime electric Electrician's Name: michael hunter License No.: me-52402 Elec. email:mike@primeli.biz Elec. Phone No: 6313875650 D I request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave hol brook ny 11741 JOB SITE INFORMATION (All Information Required) Name: scofield . Address: 2355 Vtll q c Lin . -al;nta' Cross Street: main road Phone No.: 6313875650 Bldg.Permit#: 48396 email:mike@primeli.biz Tax Map District: 1000 Section: QL Block: l Lot: l BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i need inspection on 200amp underground servic HST-LlI A a A t rvitee-1 ID on J 4. Square Footage: Circle All That Apply 1b L1�Y1oym S 1�3/ Is job ready for inspection?: ❑� YES 0 NO ❑Rough In Final Do you need a Temp Certificate?: YES ❑NO Issued On 02 �i3o Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# na ❑New Service[:]Fire Reconnect❑Flood Reconnect❑✓Service Reconnect[.](Jnderground❑Overhead # Underground Laterals ✓ 1 2 H Frame ✓ Pole Work done on Service? ✓ Y N Additional Information: need new meter set and tie in on pole,u guard in place ,u PAYMENT DUE WITH APPLICATION 60 rtic o 6 U 6-9 C7 P4- 4 a-2, PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. N//p 0/4-- Panel Pump Exhau t� 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 Cookto.p Cy. Minisplit Blower AC A Hood Blower Service Amps HaveCDPsed Sub Amps Have Used Comments BUILDING DEPARTMENT- Electrical Inspector. TOWN OF SOUTHOLD , o Town Hall Annex - 54375 Main Road - PO Bok, -1179 -)np CIO ,Y Southold, New York 11971-0959 4 per Telephone (631) 765-1802 - FAX (631) 765-9502 ! t� iamesh(a)southoldtownny.aov - sea nd(cr southoldtownny.gov. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/5/24 Company Name: prime electric Electrician's Name: michael hunter License No.: me-52402 Elec. email:mike@primeli.biz Elec. Phone No: 6313875650 El I request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave hol brook ny 11741 JOB SITE INFORMATION (All Information Required) Name: scofield Address: 2355 Vtll Q t- Lin . Cross Street: main road Phone No.: 6313875650 Bldg.Permit#: 48396 email:mike@primeli.biz Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): need inspection on 200amp underground servic C4Z,9- LO Square Footage: Circle All That Apply• Ib J�MpVm tv S l(e3/ Is job ready for inspection?: 0 YES ❑ NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: YES ❑NO Issued On 02 Z Temp Information: (All information required) Service SizeIS/11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# na ❑New Service❑Fire Reconnect❑Flood Reconnect❑✓Service Reconnect[•](Jnderground❑Overhead # Underground Laterals ✓ 1 2 H Frame �/ Pole Work done on Service? d Y N Additional Information: need new meter set and tie in on pole, u guard in place .r•;. PAYMENT DUE WITH APPLICATION rt,c o 1,U 6-9 C7 p4t- Wi 6 CJ PERMIT# Address: Switches Outlets GFI's f Surface i r Sconces H H's Lcl UC Lts I g Frid a HW POOL Fans t Mini Fr. WAD �� Panel Pump Exhau tj� 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 Cj Minisplit Blower AC A Hood Blower Service Amps7 Hav sped Sub Amps Have Used Comments FF Town Hall Annex `�y®� �Gy�; Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 W Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 20, 2023 Owner: Frederick C. Scofield Jr Tr Location of Property: 2355 Village Lane, Orient NY 11956 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submi ' this form): Meryl Kramer Capacity(check applicable line): Owner X. Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/2" STROKE; The construction type designation shall be AS1999 6611999 AiIII999 "IV"or SAV99 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE, CONSTRUCTION 66F19 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING -U. L '... �'i_ "FR9' FLOOR AND ROOF FRAMING STANDARDS AND CODES COUNTY OF SUFFOLK D [ECIEVE D F E B 1 4 2023 BUM DING YDEPT. STEVEN BELLONE TOWN OP SOUTHOL D SUFFOLK COUNTY EXECUTM DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER February 3,2023 Mr. Frederic Scofield, Jr. 11305 Spaulding Street Omaha,NE 68164 Subject: Variance Hearing SCDHS Ref. R-21-0843; Property of Scofield Property Location:2355 Village Lane, Orient—t/o Southold—SCTM No. 1000-026.00-0 1.00- 013.000 To Whom It May Concern: Your request to appear before the Board of Review of the Suffolk County Department of Health Services has been received. The review of this case has been scheduled for February 16, 2023 at 11:30 a.m. in the Suffolk County Department of Health Services' Conference Room, 360 Yaphank Avenue — Suite 2C, Yaphank,New York 11980. You and interested parties are requested to appear, with or without counsel. On that occasion, you may produce any informatio or evidence you wish to be considered concerning the above-referenced property. Should you ave y questions,please call (631) 852-5800. Very y s, John gen, P.E. Chie Pu 'c Health Engineer Cha r,Board of eview Encl Cc: Board of Review File—Yaphank Mr.Edward Lyons —Reviewer Town of Southold Planning Department Ms.Meryl Kramer Barrett,Bonacci,Van Weele,P.C. Evan&Lynn Lewis 2440 VLG Lane,LLC Richard Gillooly John B.Henry oDivision Of Environmental Quality o Board Of Review o 360 YaphankAvenue,Suite 2B o Yaphank NY 119800 10 Phone(631)852-5801 Fax(631)852-5825 PublicIiealth Prevent.Promote.Protect. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Gregson H.Pigott,MD,MPH, Commissioner From: John Sohngen,P.E.,Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R-21-0843; Property of Scofield—2355 Village Lane, Orient—t/o Southold—SCTM No. 1000-026.00-0 1.00- 013.000 Hearing Date: February 16,2023 Board Members:Nancy Pierson,Ken Clunie Reviewer:Edward Lyons Statement of Problem Residential Construction. Standards require that the distance,between sanitary leaching.structures and shallow-private wells be at least 150 feet.. The applicant is proposing to install a sewage disposal system to serve a single-family dwelling that does not conform to standards in that the nearest leaching structure is less than 150 feet from the onsite and neighboring shallow wells. The Private Water System Standards require that the distance between shallow private wells and sanitary leaching structures be at least 150 feet. The applicant is proposing to utilize a well to serve a single-family dwelling that does not conform to standards in that the shallow well is less than 150 feet from proposed onsite and neighboring sanitary leaching structures. The Private Water System Standards require that the distance between private wells and storm drainage structures to be at least 50 feet. The applicant.is proposing to utilize a well to serve a single-family dwelling that does not conform to standards in that the well is less than 50 feet from proposed onsite storm drainage structures. Findings and Facts 1. The applicant is proposing a minor addition to an existing 3-bedroom single-family dwelling on a parcel having an area of 11,590 square feet (sf). The addition will be approximately 190 sf. 2. The parcel is located in Groundwater Management Zone 4, and is depicted as one lot on the 1981 tax maps. 3. The existing sanitary system to be removed consists of a cesspool only, and the existing onsite private well will remain to serve the dwelling. 4. The new sanitary system will consist of an innovative and alternative onsite wastewater treatment system (I/A OWTS) with an effluent pump station and two pressurized shallow drainfield(PSD)rows with room for 50% expansion of the drainfield.Both PSD rows will have Gregsori H..Pigott,MD,MPH, Commissioner Hearing Date:February 16,2023 Subject: Findings and Recommendations of the Review Board Regarding: R-21-0843; Property of Scofield—2355 Village Lane,Orient—t/o Southold—SCTM No. 1000-026.00-01.00- 013.000 a length of 17 feet(ft.) I(A OWTS have increased nitrogen removal capabilities compared to a cesspool or conventional sanitary system(septic tank plus leaching). 5. The proposed FA OWTS unit is the Fuji Clean CEN5 unit. The Fuji Clean CEN series have received General Use approval from the Department. 6. Soils conditions are acceptable, with 0 to 1.0 ft. of dark brown loam, 1.0 to 3.0 ft. of brown silt, 3.0 to 4.0 of water in brown silt, and 4.0 to 10.0 ft. of water in pale brown fine to coarse sand with gravel. 7. Groundwater was encountered at 3.0 ft: below grade at elevation 0.6 ft. based on NAVD 1988 Datum. The system will be designed based on a highest expected groundwater elevation of 1.0 ft. 8. As per the groundwater contributing areas and source water assessment maps prepared by Camp-Dresser McKee (CDM) in 2009, as part of the Comprehensive Water Resources Management Plan (CVJRMP) for Suffolk County, groundwater flow direction is west- southwest towards Orient Harbor. 9. Public water is not presently available in this area. Many of the properties in this area are supplied by shallow wells because a standard depth well with 40 feet of water above the well screen cannot be installed due to high chlorides. In such cases, wells can be made shallower, but the separation distance required between sanitary leaching structures and wells increases from 100-ft.to 150 ft. Because of the size of the subject parcel,proximity to surface waters, the presence of existing structures on neighboring properties, and presence of existing structures and underground utilities on the subject lot a well and sanitary system cannot be located on the parcel in accordance with all current Department separation distance requirements. 10. The applicant submit a letter from Gregor Well Drilling, Inc. (dated November 17, 2021) indicate the existing well has a total depth of 22 ft., a static water level of 3.5 ft. and approximately 18.5 to 13.5 ft. of water above the well screen (depending on well screen length,which is unknown). 11. A.water sample of the existing well was taken on January 8,2021 and showed water quality in the well to be in conformance with drinking water standards with the exception of iron, PFOS, and PFOA, which exceeded the New York State Maximum Contamination Limits. (MCL). The applicant is proposing to install Department approved treatment systems to reduce the iron,PFOS,and PFAS to below the MCL. 12. The proposed sanitary system does not meet the minhnum required separation distances from shallow drinking water wells, as follows: Crregson H. Pigott,MD, MPH, Commissioner Hearing Date:February 16,2023 _ -i Subject: Findings-and Recommendations of the Review Board Regarding: R-21-0843; Property of Scofield N 2355 Village Lane, Orient—t/o Southold—SCTM No. 1000-026.00-01.00- 013.000 a. Approximately 52 ft. between the proposed leaching structures and the proposed onsite well, where 150 ft. is required. The leaching structures are- located downstream from the well with respect to the groundwater flow direction. b. Approximately 104 ft. between the leaching structures and the neighboring well on the property to the south (SCTM No. 1000'-026.00-01.00-012.001), where 150 ft. is required. The leaching structures are located downstream and lateral from the well with respect to the groundwater flow direction. c. Approximately 97 ft.between the leaching structures and the neighboring well on the property to -the west (SCTM No. 1000-026.00-01.00-017.001), where 150 ft. is required. The leaching structures are located upstream from the well with respect to the groundwater flow direction. d. Approximately 119 ft. between' the expansion leaching structures and the neighboring well on' the property to the west (SCTM No. 1000-026.00-.01.00- 015.001);where 150 ft. is required. The leaching structures are located upstream and lateral from the well with respect to the groundwater flow direction. 13.The proposed on-site shallow drinking water well does not meet the minimum required separation distances from sanitary system structures, as follows: a. Approximately 52 ft. from the proposed leaching structures, where 150 ft. is required. The leaching structures are located downstream from the well with respect to the groundwater flow direction. . 14.The proposed on.-site shallow drinking water well does not meet the minimum required separation distances from storm drain structures,as follows: a Approximately 35 ft. from the proposed onsite storm drain structures, where 50 ft. is required. The onsite storm drain structures are located downstream and lateral from the well with respect to the groundwater flow direction. 15.The applicant's design professional submitted a technical report dated November 2022 indicating the proposed onsite sanitary leaching structures will not have a negative impact on the onsite or neighboring wells. 16. The applicant submitted a copy of their. New York State Department of Environmental Conservation letter of no jurisdiction for the proposal dated June 17, 2021 (DEC ## 1-4738- 04807/00001). 17. The applicant submitted a copy of their Town of Southold Zoning Board of Appeals approval letter dated March 22, 2022 for the proposal(Appeal No.7588). Gregson H. Pigott,MD,MPH, Commissioner Hearing Date:February 16,2023 Subject: Findings and Recommendations of the Review Board Regarding: R-21-0843; Property of Scofield—2355 Village Lane,Orient tIo Southold SCTM No. 1000-026.00-01.00- 013.000 Determination It was a 3 to 0 determination.of.the Board to grant the request for the variances for the locations of the proposed new sanitary system and shallow private well,with the following condition: • Treatment for the excess iron, PFOS, and PFOA in the well water shall be provided, and covenants shall be filed in accordance with Department requirements and procedures. Although the separation distances between the proposed new shallow well and sanitary system and those on neighboring properties and onsite are less than those required by standards, the structures have been.located in the best possible locations for protection of drinking wa..ter wells and surface waters. The onsite private well will be connected to treatment systems to reduce the iron, PFOA, and PFOS present in groundwater to below the drinking water MCL. The site has soil and groundwater conditions that will permit the operation of the new sewage disposal system, and the proposal should not result in any degradation of groundwater quality. Furthermore,the system to be installed will include an innovative and alternative onsite wastewater treatment system with leaching capacity designed in accordance with current standards, and will be an improvement over the existing system being removed. The granting of the requested variances is not a formal approval to construct an addition to a dwelling and.install an onsite sanitary system on the subject property. RatherJt is a determination on the specific variances requested, based upon factors noted in §760-612 of the Suffolk County Sanitary Code (Sanitary Code). In compliance with§760-612A(1)(a),the proposed variances are in general conformity with the Sanitary Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760- 612A(1)(b). The granting of the requested variances will not adversely affect the design of an adequate on-site water supply and/or.sewage disposal system, taking into account soil conditions, depth to groundwater, and site-specific physical conditions, and as such, is consistent with criteria specified in §760-612A(1)(e). As per §760-612 of the Sanitary Code,the approval of the variances is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. February 28,2023 4ChairBoard E. / Review *Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective December 1,2020. M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Fortiori Southold Building Department Via: Appointment/Drop Off 6 3 1 - 4 7 7 - 8 7 3 6 Address Town Hall,Southold NY Date: September 10,2020 m k a r r h i t a r t r n m Re: 2355 Village Lane,Orient-Disapproval for HPC WE ARE SENDING YOU x Attached []Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 1 9/10/20 Disapproval Set(5 pgs) 1 9/10/20 Building Permit Application D D� I E3 D THESE ARE TRANSMITTED as checked below: S E P 1 0 2020 X For Disapproval ❑ For your use ❑As Requested ❑ For review and comment r'TJT17 Plniper DEPT. REMARKS: eITHOLD We are submitting for disapproval. We would like to get on the docket for the Historical Preservation Commission for the first week of October(5th?) -we would like a pre-submission hearing for that date. Please call us at 631477 8736 as soon as the disapproval is issued. Thank you-Ruth M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE April 7,2021 POST OFFICE B O X 1 6 0 0 Town of Southold Building Department SOUTHOLD, NY 1 1971 Town Hall Annex 6 3 1 - 4 7 7 - 8 7 3 6 54375 Route 25 PO Box 1179 m k a r c h i t e c t c o m Southold, NY11971 RE: SCOFIELD RESIDENCE TAX MAP#1000-26AA3 2355 Village Lane Orient,NY 11957 To Mike Verity, Chief Building Inspector: We are requesting a demolition permit for the above reference property. The scope of work for this demolition permit would be the full demolition of the interior finishes. Our reason for requesting this demolition permit is we are waiting for our Health Department Approval; it was submitted on 3/26/21.Since the property is historic and currently vacant the contractor would like a better understanding of how the structure is framed and time to plan for any unforeseen structural circumstances. • A set of floor plans(2 pgs)dated 4/6/21 are included with this letter. Feel free to call or contact me should you need any other information or have any questions. Sincerely, Meryl#R. KlraArchitect,AIA, LEED AP cc: Frederic Scofield Jr. M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 June 20,2023 RE: 2355 Village Lane Tax Map#1000-26-1-13 To Whom It May Concern: We are submitting the following documents for a building permit for the additions and renovations to the above mentioned property. • Four sets of signed and sealed architectural drawings • One set of SCDHS Stamped drawings • Res Check report A Zoning variance was granted with appeal#7588 on March 22,2022. A Certificate of Appropriateness was granted by the Historic Preservation Commission with Resolution#01.04.21.2 on January 4,2021. If you need any more information, please feel free to call or email me. Very truly yours, Meryl Kramer Architect P.C. ' *MW By: Meryl R. KrImer,AIA LEED AP, President Meyer, Nancy From: meryl kramer <meryl@mkarchitect.com> Sent: Tuesday,August 1, 2023 10:24 AM To: Meyer, Nancy Subject: Re: 2355 Village Lane The current permit was demo only. We already renewed it once and construction wont start until later this fall. Will that be a problem to renew again? If not,then amending is OK with me. Thank you Meryl Kramer AIA,LEED AP Principal Meryl Kramer Architect PC 631.477.8736 1 mkarchitect.cdm 260 Hortons Lane,Southold,NY 11971 Mailing Address:PO Box 1600 On Aug 1, 2023, at 10:04 AM, Meyer, Nancy<nancvm@southoldtownny.gov>wrote: Ok great,thanks Meryl. Rather than issue another permit for this project, I'm just going to amend the current permit to include this work consisting of the additions, alterations, and raising of the house. Is this acceptable to you? From: meryl kramer<mervl@mkarchitect.com> Sent:Tuesday,August 1, 2023 9:55 AM To: Meyer, Nancy<nancvm@southoldtownny•gov> Subject: Re: 2355 Village Lane Good morning Nancy, I see that the dimensions were somehow turned off on the plans. My apologies. The bedroom does exceed the_mnm.umJ_0_s'q.ft_ar_ea_r_equirement: Thank you, Meryl Meryl Kramer AIA,LEED AP Principal Meryl Kramer Architect PC 631.477.8736 1 mkarchitect.com 260 Hortons Lane,Southold,NY 11971 Mailing Address:PO Box 1600 On Aug 1, 2023, at 9:17 AM, Meyer, Nancy<nancym@southoldtownny.gov>wrote: Good morning Meryl, I am reviewing the plans and application for the Scofield project. On your proposed floor plan, page A-101, there aren't any dimensions given to the spaces. Since it is so small;canyoua please confirm_thatbedroom 2 meets the regaired-mirsimum floor area of q.::_ Thank you, 1 Southold Town Building Department P.O.Box 1179 Permit#: 48396 53095 Main Rd Southold,New York 11971 Permit Date: 10/13/2022 (631)765-1802 Expiration Date: 4/13/2024 Parcel M: 26.-1-13 BUILDING PERMIT RENEWAL LETTER Dated: 12/11/2024 Applicant: Scofield Frederic C Jr Tr Location: 2355 Village Ln, Orient Work Description: DEMOLITION Construct interior alterations(interior demo)to existing one family dwelling as applied for with flood permit. Additional approvals/permits will be required. ` Replaces#46148 *8/1/2023 AMEND PERMIT: to include additions and alterations as applied for,with ZBA#7588, HPC and SCHD approvals. A FEE OF$225 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Scofield Frederic C Jr Tr Address: 11305 Spaulding St Omaha,NE 68164 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. / a MAP OF JOHN HSUBDIV/S/0N MAP FILEp APR/L 19,. WOODH 8. OODH USE D F SCTM: a 9,5 1000_ _ / 76, 4'�•�� S /5`_ 26 O„ E MAP NO 1124,5 23PR/ATE GE LANE •1 DRAINAGE CALCULATIONS APPROXIMATE LOCATION / = a WIRE FE/\/ 61p ft , WELL PER 7tOWN OF SOU7HOLD R£QUIREMEN7S. STORAGE FRONDED FOR A 2'RAINFALL IN _ ORYW£LLS(MIN.), I'HIGH CONCRETE GALLEYS FROND£32 CF/VF OF S7r7RAGE PER SF PENCE _`� SY57EM!Y OF EXISTING WELL �/ ?o, r� MAOLB t _��. +S � DRAINAGE REQUIRED � STOWAGE REWIRED.- 4, I ROOF 848 S7-X 1.0 X(2=:j -142 CF S TOTAL 142 CF FMAD RO 150, /' STORAGE PROVIDED142 • LEYS 4.3 I (5) t5t3x 4.75W 2 CF PERx1 H L£AaANGALLEY GALLEYS o cF APPROXIMATE LOCATION 4.4 N sYSTEM� OF EXISTING NEIGHBORING EXISTING / / \ SANITARY SYSTEM 2 DRAINAGE REQUIRED / \ ' SHED / �0 S727RAGE REWIRED: 4. rg• %Of/ 150,0, ROOF, 185 SF X 1.0 X(2=Z 31 CF b:o -410 N/Nc TOTAL 31 CF 4.3 SrORAGE FRONDED: +� I J / 31 LYW2 CF PER CONGWE7£GALLEY = a97 GALLEYS EXISANG WATER SERVICES "- EA REMAIN () 32 I, (1) 8.5'L X 4.75V X 1W LEACHING GALLEY 32 CF • 70 (£xrsn/vc WATER SERVICE / SITE DATA �N I Fkjs TO GARAGE/S FOR OUTSIDE OWNER ........................................... FREDERIC C. SCOF/ELD ✓R. TR /• G �iy "' 11305 SPAULDING STREET C, ry' HOSE BIB ONLY. NE 68164 [ � OMAHA, �1\ V c P a 4.4s APPLICANT (CR ...................................... FREDERIC C. SCOF/ELD JR. 4ijY) ao, -ws // 11305 SPAULDING STREET ws ws M-- A-',-ws------ws-- ws � (O OMAHA, NE 68164 PROPOSED miicAsTAcOVcn£� 50, RE0'0) C` / h• APPROXIMATE LOCATION SITE ADDRESS ............................... 2355 VILLAGE LANE OF EXISTING WELL LEACHING GALLEYS g5 N ORIENT, NY 11957 '\ r1 p , O 2) nvV Hof CO �, ,Q SHEET SHEETx .75Lx1H- 5£EDETAl4 LOT AREA ..................................... 11,590 SF (0.266 ACRES) ry�i`I / APPROMMA7F LOCH DON OF VE MIN I�L / £X/SANG SANITARY SYS7EM ' J _ � l = GROUNDWATER MANAGEMENT ZONE ZONE /V o TO BE ABANDONED A9 4 O O SCDHS STANDARDS +4! - �Proh / // 3 ......... SINGLE FAMILY DWELLING (CON7RAC7OR 70 VERIFY) 4.S O� ,gyp ` / 4 � J� USE ....................................... / O/ + 2 ZONING .......................................... R-40 PROPOSED 1 S70RY ADDI DON �wj/ / / 36 Maple a ,^ ",v J 00 N w/CRAWL SPACE (2x93) 4� �, ry 41 O GENERAL NOTES / O •ry �¢� �' �R SOIL •h) / O p SANITARY CALCULATIONS 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY BARRE7T, l O� j 4.6+ 8 O R I N G ��J� 4 4�M �jU ry J �j� EI,O PROPOSED 3 BEDROOM DWELLING 0110 GPD/BEDROOM= 330 GPD BONA CCI & VAN WEELE P.C., DA 7E'D NO VEMBER 11, 2019. / R G Cl + / .T J Q G CON7RAC70R TO ADJUST (ij 78 Q W // SN 2�o IT pGNIN SYSTEM DESIGN: 2. SEE ARCH17EC7URAL PLANS PREPARED ,BY MERYL KRAMER ARCH17ECT P.C. DA7ED EX/SANG WATER SERVICE AS `� a ROOF GO. I /�• �' Iv o 0- O O 0 �E l/A 0WIS DECEMBER 4, 2020. NEEDED, IF NECESSARY �� (7YP) \ / O h ��O Q �� / 0A' REQUIRED- 330 GPD RA7FD SYSTEM N 3 PROPOSED. (1) FUJICLEAN USA CENS SERIES FIBERGLASS= 450 GPD J. EX/SANG UNDERGROUND UAL/TY LOCA 77ONS PROVIDED BY PRECIS/ON MARK-OU73; INC. EX/S77NG STEPS qPp• o, h� �, p DAMP JUL Y 11, 2020. / TO BE REMOVED (TYP.) k 4.? N R e / Q mry PRESSOR/ZED SHALLOW DRAINFIELD-LEACHING SYSTEM DESIGN 135' 2 SCDHS RESIDEN77AL OWTS DESIGN HANDBOOK (TABLE 13) 4. SUBJECT PROPERTY LIES WITHIN FEMA FLOOD ZONE(S) AE (EL 6) PER FEMA FIRM MAP � o t 6.2 / NUMBER 36103CO068H LAST REVISED SEP7EMBER 25, 2009. - c / I PROPOSED I/A OWTS 2 �'/ rr PERCOLA 77ON RA 7E 1-5 MIN.//NCH CGW7ROL PANELAva 5. ALL ROOF LEADERS TO CONNECT TO UNDERGROUND DRAINAGE SYS7EM. c OPOSED MAC80R BLOWER UN/T CATEGORY 1 / A 0W1S 3.0 GPD/SF (BA CKFILL W77N SP/SW) - 1� STORY (INSTALL ABOVE EL. B.0) , �� / Q Q / v / -�_4DD177ON I cy m LEACHING FIELD: 6. SUBJECT PROPERTY/S DESCRIBED PROPERTY. ) / Cv J O GEOMA 7RIX GEOMA T MODEL 3900 / �, (RjWL SPACE / 7. ELEVADONS ARE REFERENCED TO N.A.VD. 1988. Cl RA ANG: 3.25 SQ.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRAINFIELD - J CONFIGURA77ON DOSING RA7F• 0.25 GAL./L.F. (SCDHS STANDARD) 8. ALL MECHANICAL EQUIP., INCLUDING l/A' OWTS CONTROL PANEL TO BE INSTALLED ABOVE EL. L, 4.7' ' Q 8.0 � � 10.8'/ �RAISE EXISTING RESIDENCE BY. PROP.4.4 Exlsnn/c TREE 4,7 "f'' 17, so+• aw 4.4.0 3. >4 APPLICA77ON RATE ALLOWED: 0 GPD/SQ.FT. 9. ALL CLEANOUTS TO MADE ACCESSIBLE FOR MAINTENANCE. a► o+ (+2'--1/4") TO FF EL.=8.0 STOOP 70 BE REMOVED F4 �' 4 GEOMA 7R/X GEOMA T 3900. J 25 SQ.FT./LF OF k AND RECONSTRUCT CRAWL (4x4.5) (Trn) 4; U) s9 LEACHING AREA 10. ADJOINING PRIVATE WELL LOCA77ONS SHOWN ARE FROM SCDHS RECORD PLANS. / SPACE "_? / \ REQUIRED LENGTH OF LEACHING FIELD: 330 GPD/(3.0 (2 BEDROOMS) S N GPD/SF)/3.25 SQ.FT./LF= 33.8 LF 11. THERE ARE SURFACE WA7ERS OR WF7ZANDS WITHIN 300 FEET OF SUBJECT PROPERTY. M pie iqL PROVIDE 2 ROWS A T 17 LF/ROW= 34 LF OF GEOMA TRIX (ORIENT HARBOR-APPROXIMA TEL Y 140 FEET USING GOGGLE EAR7H) EXISTING �� C- J GEOMA T MODEL 3900 SCDHS APPROVAL STAMP PROPOSED I I q`m 50+ PROP. GEOMAT 3900 (2 ROWS) 1 STORY GRADE-LEVEL ORIFICE DESIGN.' N N MASONR Y PA 770 / +•5 0 �' cr PROP. ORIFICE (1/8 0 ®210.C) USING PIPE AND PUMP CALCULA TOR SOFTWARE FROM GEOMA 7R/X / y / DWELLING \ 13'x14' "� y q xP. Nl �ew57 \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SYSTEM / w 4 7s \ NUMBER OF ORIFICES PER LA 7ERAL: i 7 (14 TOTAL) \ / N O. 2355 - a EXCAVATION INSPECTION REQUIRED NUMBER OF LA7ERALS.• 2 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A k �' h O \ FOR SANITARY SYSTEM SPACE ORIFICES AT.• 2.0 FT O.C. SINGLE FAMILY RESIDENCE ONLY RIDGE EL 21.16 PROP. / {. // O o� PROPOSED DRAINAGE' O ORIFICE DIAMETER.• 1/8 IN. APPROXIMATE LOCATION / / / STEPPING \ b -� sYs•7£M}2: (1)PRECAST �pl/ $ BY HEALTH DEPARTMENT RESIDUAL HEAD AT LAST ORIFICE. 5 FT. �1 a F.F. EL STONE 16SF h a \ OF EXISTING CESSPOOL �, k s,se 22.3, RIM 5.0t n, O CONCRETE AGYd/NC MINIMUM FLOW RA IF PER ORIFICE. 0.43 GPM o / / INV• 3.4-* v_„� _ - GALLEY(✓.5Wk4.751x1 H- ( USING 2 IN. DIA. MAIN & MANIFOLD, 1 IN. D/A. LATERAL PIPE V / S££D£TA14 SHEET 2) O $f0' S �Q� = INS EL 3�. =O Abal�donment of the existing sanitary system must be in TOTAL DYNAMIC HEAD: 6.2 FT DATE 6/13/23 H,�c",. R ' . No. R-21-0843 / \ EX/SANG OVERHEAD WIRES 1t7 BE 4.4 S`TQOP MIN. - N• �" �' lw = cohformance with the Department's requirements. ESTIMATED ACTUAL FLOW 6.1 GPM D/SCONNECIEO. '� ° 4' ew 4 s°s bmit completed form WWM-080 as proof PUMP MODEL PF1503 APPROVED NEW ELECTRIC SERVICE 70 BE i +4.6 LEACHING FIELD DOSING: z - o; 2 r FOR MAXIMUM OF 3 BEDROOMS UNDERGROUND. / 2 / ^ Design Professional's Certification Required. USING 34 L.F. OF GEOMA TTIX GEOMA T MODEL 3900.- CONTRACTOR 70 COORDINATE WITH ,� R' R R R O �/ \ Submit P.E.or R.A.Certification For 34 LF x 0.25 GAL./LF = 8.5 GAL./DOSE EXPI RES THREE YEARS FROM DATE OF APPROVAL / LOCAL UAUTY COMPANY / ��-R R R R a The Installation and Construction of the Sewage Disposal System DOSE LEACH/NG FIELD A T 8.5 GAL. PER DOSE C) +4.6 Use Form WWM-073 PUMP SIZING: / k / / \ iq PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL fPF1503 (OR APPROVED IN ACCORDANCE WITH BOARD OF {�nN a LStSt SL SE APPROVED EQUAL) PROVIDING A 20 GAL. VESSEL VOLUME REVIEW DETERMINATION DATED 2/28/23 _ _ _ _ _ - - - 20 GAL. VESSEL VOLUME > 8.5 GAL./DOSE (PUMP VESSEL SIZE IS - - ° ADEQUA 7E) a.sa• , a ,• •5:0e OMIT OF DISTURBANCE 7O V. N 4 00 94.01 SUBJECT TO COVENANTS St RESTRICTIONS LIBER D13204 • PROPOSED //A OWTS- � PROPERTY LINES PUMP BASIN: TEST HOLE ORENCO PUMP BASIN MODEL P82460F1 (30 GAL. VOLUME VESSEL) PAGE 4.63 FU�^LEAN USA fIBERGL4SS o/ CENS SERIES WITH (2) DEAD N.T.S ADD AN77-FLOA TA 77ON FLANGE' SQUARE (SEE DETA/L, SHEET 2) / MEN OR APPROVED EQUAL EL 3.s O D' 1 A / RIM= 5.,3.f DARK BROWN LOAM(OL) ��yOW 5 EE1 As (SEE DETAILS; SHEETS 2 & 3) EL. 26 1.0' 1112812022 RELOCA IF SANITARY AND DRAINAGE SYSTEM / 4.37 4.35 0 PROPOSED ORETJCO PUMP 4.41 BROWN SYLT(ML) SITE c, � 8/29/2022 LZ SCDHS COMMENTS DATED ✓ULY 12, 2022 �V AND BAS7N (SEE to F a 6/7/2022 LZ SCDHS COMMENTS DA7ED APRIL 15, 2022 � � --mEx. o.s J.01 � S,�EgS o CALCULAnaVS AND DETAIL y WA7ER IN BROWN SYLT d� NP`I/ 3/1 012022 MJW SCDHS COMMENTS DA7ED JANUARY 5, 2022 SHEETS 2 & 3) o (MV 5 SEE f 121312021 MJW SCDHS COMMENTS DA 7ED OCTOBER 8, 2021 RIM= 5 0.* 4.97 � EL -a 4 4.0' a 911512021 M✓W SCDHS COMMENTS DA I-ED MA Y 13, 2021 s.7 5.04 0 , 5.1 t n WATER IN PALE BROWN 3 -I- + I = Date E3 Revision + �P �g f7N£ TO COARSE SAND y 0 1 0 w1nH Sw) Designed b MJW Drafted b MJW Checked b MM (sw) 4 9 y' Y� oy o EL. -6.4 10.0' °�'cN2� �� y SOIL BORING PERFORMED BY y�P �90 RowE 5T N B vZ MC�0�LD �E/2020CE �°'A � � ROWE o �_•�_` .. Barrett (MAIN STREET) (BA AVENUE) ti� DR. o • B®nacci � GROUND WA7ER ENCOUNTERED 3.0' BELOW SURFACE SOIL BORING GENERAL NOTES: ' 1. WATER L£VEZ SP/OWN/S THAT MEASURED OW THE DATE Van Weele, PC /ND/CA7ED AND MAY NOT BE RERZEC77W OF DAILY SEASONAL VARlA77ONS IN 7HE GROUNDWATER LEVEL Engineers 9 Surveyors Planners 2 HD ONS Ar7 E BORIN LOCA7701V ONLYrA Or AND ARE KEY MAP 175A Commerce Drive Hauppauge, NY 11788 N7HER L OCA 71oN5 REPRESLNTA77VE OF CONDI77CNS AT SCALE- 1 600 T 631.435.1111 F 631.435.1022 = - - - - - - - - - - - - - - - �� ` - - - - - - - - - - •- - - - -- - - -- - - - - -- - www.bbvpc.com SCTM: 1000-26-1-15.1 _ _ Tax Map No.: DISTRICT 1000 SECTION 26 BLOCK 1 LOT 13 2360 VILLAGE LANE , / r CTM: 1000-26-1-17.1 I I PRIVATE WELL _ 4 I 2440NE PRIVATE WELL ., I I APPROXIMATE LOCATION APPROXIMATE LOCATION I I ' ` 2355 VILLAGE LANE OF EXISTING WELL OF EXISTING IA OWTS q APPROXIMATE LOCATION `OF EXISTING CESSPOOL SCOFIELD RESIDENCE /i`- `\ � �+ � � �P•cG of A�'yO,Q APPROXIMATE LOCATION 100' OF EXISTING WELL / m TOWN OF SOUTHOLD SUFFOLK COUNTY, NY \- ' 072285 �G` GRAPHIC SCALE NOFEssION��� I A OWTS PLAN WATER (EL. 1.2) MEAN HIGHER HIGH AS DETERMINED BY to 0 5 to 20 40 SCDHS REF# R-21-0843 SIP GRANT# TBD -- BOUNDARY, `*. <' .. ._: 3I' ALTERATION OF THIS DOCUMENT, EXCEPT BY 21, EQUALS MHW WETLANDS 1�21- A LICENSED PROFESSIONAL ENGINEER IN "TIDA CON TANTS ON ACCORDANCE WITH SECTION 7209 OF NEW O CONSULTANTS IN FEET, YORK STATE EDUCATION LAW, IS ILLEGAL C 2021 BBV PC _` EN- ORIENT HARBOR 1 inch = 10')fit. Date Scale Proiect No. Sheet No.LM: 1 VIEW: MARCH 25, 2021 1"_10' A190b34 1 of 3 eve 2-1/2"VENTILATION PIPE / \ B CHAMBER Volume(gal) SCUM BAFFL 1 Sedimentation Chamber 277 17 cAL PRAM":a0MF MOM Ma f7.x?Fae 61 T`104" Anaerobic Filtration Chamber 278 p KNOCKOUT 14, 'Eh m A4 APPI O1W EQUAL 2`1°a" -04"� © Aerobic Contact Filtration Chamber 127 --- DIA.TO MA TCH a117M av no Pe1AD I- ROOF PIPE LEADER fe�rle'r4, F PAD AIR CLIRFT PUMP N ® Stora e Chamber 63 " ® ® © ISINFECTION Disinfection Chamber 4 (EACH SIDE) .•, • :': •.tom: •:•':. CYLINDER(OPTIONAL) Total Volume 749 \ / SEE ARom hEc7S PLAN FOR ROOF 4"INLET PI "OUTLET PIPE LEADER D/A. SPECIFICATIONS 1 At 4 !A Anaerobic Media PP/PE Filling Rate 32% 3--FOOT SQUARIE Pre P 4-o- Board Type Aerobic Media PVC/PP/PE Filling Rate 16% DEADMAN X, Aerobic Media PP/PE Filling Rate 57% ORENCO MODEL F124G END VIE END WALL FFLUENT Blower, 2.8 efm 24" INLET GASKEIFD FIBERGLASS BAFF © AIR LIFT PUMP Tank FRP LID WITH S.S. BOL T,'5' ORENCO INTERNAL SPLICE BOX " . ® Piping PVC/PP/PE MODEL SB4 4 TYP 7=10 �` © Access Covers Plastic/Cast Iron 40 GROMMET INLET vl ORENCO 1-1/4" DISCHARGE ASSEMBLY 8=6" RECESSED Disinfectant(Optional) Chlorine Tablets >� PIPE MODEL G4L 1 MODEL HV1258 5' CONCOVER RECIRCULATION PIP LOW BAFFLE _j /2"AIR INTAKE COVER ALJERyAfE'•A• AL1ERyA7E�• FLOW OPENING(TYP. (CLEANING OPENING) B 4"1d SDR35 PVC FROM 1.2510 HOPE FLEXIBLE POLY PIPE TOP VIEW _ __ _ _ PLAN VIEW FUJICLEAN USA CEN5 TRANSPORT LINE TO DRAINFIELD, -- - dv ALL NEW$ U.4Z AL 'A'FW BENDS; USE AL 18'MR BUILDING SERIES FIBERGLASS INSTALL GROMMET G125L r 1 E7awways/c w scnays 24"MANHOLE GRILL 1 8" DRAIN HOLE IN ELBOW FINISHED GRADE ® ® 18"MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP IS INFECTION / (SEE PLAN) CLEANOUT DETAIL CYLINDER(OPTIONAL) az4m /T=AK Fw AREAS MDT SYe"r m w9wa[AR f tmm LOW OPENING -� N ORENCO FLOAT ASSEMBLY KNOCKOUT D/A.TD MATCH ROOF 0.9' MODEL MFJP21FS N.rs DRILL 1/8" DRAIN HOLE ABOVE CHECK VALVE LEADERS PIPE DIA. 12' " 1'- YB.• ON/HIGH WATER ALARM (EACH SIDE) o 0,7' 2-0 1'-2" OARD TYPE R. OFF ELEV. 10 f4.15 -- - r CONTACT MEDIA W LOW WA7FR/REDUNDANT OFF 'F, ATTACH PANEL TO MCA "� END VIEW - INTERMEDIATE WALL WOOD PANEL ORENCO HIGH HEAD PUMP *• 1 -1 ATTACHED TO MCA 4 X MODEL PF1503 OR APPROVED EQUAL " �0 4" POSTS STEEL LIFT RING (3) -� , w ® ``/ o ,I NOTES " �I POST DEPTH 36 MIN, REINFORCED CONCRETE AN77-FLOATA77ON ® ® ® Q DIM: 36" DIAMETER x 12' DEPTH, EMBEDDED 6" ELEV f2.6 " BELOW SURFACE 1. NATIVE MATERIALS SHALL BE EXCAV�4IFD 6-0 5'-5" © S EMBLATION * DRY WEIGHT 3" SQUARE DEADMAN 1,124 LB MINIMUM INTO VIRGIN SIRA TA OF SAND & GRA VEL OR (INSTALL ABOVE ELH . 8.0) ASSEMBLY ' TOTAL BASIN BUOYANCY 1,129 LB AT 6FT f0" TO PROPOSED BOTTOM ELEVA 77ON OF S7RUC7URE, 4'-48" 4'-3'" © 4'- ' " SUBMERSION TYP 6" WHICHEVER IS DEEPER, AND RATED FOR SUITABILITY 15 A POWER FROM PANEL 8 36" AN77-BUOYANCY (3' SQUARE DEADMAN).• 3,296 TYP DUMMY CUP, TYP. AS BACKFILL MATERIAL BY THE INSPIEC TOR. USE BREAKER LB (292%) LEACHING HOLE, TYP. 2 IF NA77VE MA7FR/ALS ARE RATED SU11TABLE, THE POWER LINE TO FLOAT © Q ORE:NCO SIMPLEX DISCHARGE ELEV. f0.6 (HIGHEST GROUNDWATER ELEV) CONTRACTOR MAY USE THEM AS BACKFILL PROVIDED AEROBIC MEDIA BASIN DETAIL ORENCO PUMP THAT ALL STRUCTURES ARE WRAPPED WITH DRAINAGE AIR LINE FOR ALARM BASIN WITH FLOW SIDE VIEW FILTER FABRIC APPROVED BY THE IN•'SPECTOR. NTS INDUCER J. IF NA 77VE MA 7FR/ALS ARE RA TED UIVSUI TABLE, ALL ORENCO PUMP STATION ANTI-BUOYANCY CAILCULATIONS MODEL PB2460F1 BACKFILL MATERIAL SHALL BE CLEAM SAND AND 15 A POWER FOR AERATION ASSEMBLY LEACHING GALLEY DATA GRAVEL CON TAIN/NG LESS THAN 15% FINE SAND, SILT COMPRESSOR USE BREAKER �;�..,.:.. ..,.,. SECTION A-A VIEW BASIN HEIGHT TOTAL VtXUME BUOYANCY AT FULL DEADMAN SOIL EMERGED CONCR TOTAL ANTI AND CLAYSILT AND CLAY FRAC770AVS NOT TO(-BUOYANCY � SECTION B-B VIEW (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77-BUOYANCY ANTI-BUOYANCY FACTOR OF EXCEED 5.1;). IN ADD1770N, THE CONTRACTOR SHALL (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT WRAP ALL S7RUC7URES WITH DRAINAGE FILTER FABRIC WALL HGT. AREA (SF) CF GAL. TOTAL SIZE ANGLE (Lb.) OR PLACE 00 ASPHALT ROOFING PAPER OVER THE � FUJICLEAN USA CEN5 SERIES. 72 f35.36 1,128.90 66 648.24 3,295�94 292X 1'-0" 17.0 32 239 12 3 4" X 6" 14 DEG. 4,150 TOP OF THE COLLAR. AIR COMPRESSOR � 1'-6" 25.5 48 359 16 3 4 X 6 14 DEG. 4. ALL BACKFILL MATERIAL SHALL BE COMPACTED BY ENCLOSURE W/BASE 2'-0" 34.0 64 479 20 3 4 X 6 14 DEG. 5. 25 ✓E7771VG OR OTHER APPROVED MEANS. (INSTALL ABOVE EL. 8.0) /j NITROGEN REDUCTION SYSTEM 5. ALL PROPOSED ROOF DOWNSPOUTS SHALL BE 2'-6" 42.5 80 598 26 j 4 X 6 14 DEG. ,905 AIR LINE TO N.T.S 76 M/N. CONNECTED TO THE PROPOSED DRAINAGE SYSTEM. FENCE POsr N-O" 51.0 96 718 34 4 X 6 14 DEG. 6. CONCRETE 4,000 PS/ ® 28 DAYS 7REATMENT TANK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S-6" 59.5 112 838 40 4 X 6 14 DEG. . 65 7. REBAR TO BE ASTM A-615 GRADE 60 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A NOTE: 4'-0" 68.0 128 957 48 4 X 6 14 DEG. 8. WELDED WIRE FABRIC ASTM A-185 FUJI MAC80R BLOWER UNIT SINGLE FAMILY RESIDENCE ONLY 1. DETA/L PROVIDED BY MANUFACTURER. FUJ/CLEAN USA 9. DESIGNED FOR AASHTO HS-20 LOADIING Nt7VEN WRE FENCE(T4-1%2 ©2008 LONG ISLAND PRECAST, INC. 10. TOP SLAB AND WALL ARE MONOLITHIC N0�• N.rS GAT, 6W'MESH SK'ACNG) BROOKHAVEN, NY, 631-286-0240 1. DETAIL PROVIDED BY MANUFACTURER.• FUJICLEAN USA DATE 6/13,23 H,S. Red. No. R-21-0843 HEAVY DUTY STORM LEACHING GALLEY APPROVED � ,�, �J 171 40 PVC D/S7R/BU710N P/P N1nH F1cETTi' a.onL 7 -� GRADE TO DIVERT RUNOFF N.7:S. FOR MAXIMUM OF 3 BEDROOMS ///// ` EXPIRES THREE YEARS FROM DATE OFAPPROVAL sPEClF7w ORIFICE HOLES(1/8"o 2FT ar.) R (SEE ORIFICE CALCULATIONS, SHEET 1) f10W EOUALIZA77ON PROCEDURE � GEOMAT CORE GEOGUARD ORIFICE SHIELD s'9►'s" 17tE7VCH VAL VF BOX W/CAP $VF SPECIFICATIONS FABRIC :•{r 1. INSTALL CLEAR PIPE IN70 BALL VAL $ N ` � c„w•'•-p -III 2. OPEN ALL VALVES MODEL MAC SOR -w pAte = UND�� D I" SLIP PLUG J. 7URN ON PUMP AND NO7E•ELEVA TION OF WA 7ER /N EACH P/PE. AIR FLOW z.s cFM 7 _)�I A401UND NORMAL PRESSURE 2.2 PSI w fY t> +yd 'f'"' 1"PVC SCH 40 BALL 4. EQUALIZE HEIGHT FOR EACH ® 46"HEAD WITH BALL VALW AT POWER 120V/L0A/60H. - h OUTLET CONNECTION 3/4 INCH ~ •r`'•� .v. "'h VAL VF START OF LA 1ERAL WEIGHT I I Las r=' d I11_II� " j Q 39 r REMOVE UNSUITABLE CAIIPAC7ED&ICKRLL 5. AFTER EQUAL/ZA770N, TURN OFF PUMP AND REMOVE PIPES. CLOSE 2 r6 PVC SCH 40 POWER CONSUMPTION 55 W 'r. 3 � �, `';ea` •ks,-o..: NATIVE SOILS t v SEP 90 1" POWER CABLE 6FEET �" a Z a> AND SC SOILS DOWN 1 PVC SCH 40 VAL VF AND REINSTALL PLUGS FROM ORENCIO PUMP �„ E7{/BED AL1D4 Q_OIH A EXCAVATE ALL OL • Installation I Operation S Maintenance Notes: 1rI EXISTING SP W MIN" OF 6 JN ORROUN0" BLOWER TO BE Install blower on concrete bate Ensure adequate ventilation I SOILS BACKFILL W1TIH -�- ., HARD WIRED TO and protect against sunlight. CLEAN IMPORTED 13' 9 PVC SCH 40 CONTROL PANEL Fointenancmeffirequires a efficiency, inspeed ct technician GEOMAT 3900 LEACHING SYSTEM 9D'ELBOW PER SCDHS -For maximum efficiency,inspect and clean internal air filter SECTION LACE ON 6"BED STANDARDS once every 3 months OF PEA STONE 1"PRESSURE LA 7ERAL 7� •Replace diaphragm d di/valve assembly trigger t e eryAutomatic-Stop m months (Note Adamageddiaphragm will triggertheAutomatic-Stop function). CROSS-SECTION now � SECTION 1"PVC SCH 40 COUPLING TO BE ANGEW &5' CUT-AWAY 2" 70 1 PVC SCH 40 rs FZWI I rOWARD SLOPE IN REDUCER 1 PVC SCH 40 BUOYANCY CALCULATIONS: DRAINAGE GiHANNEZS TEE BUOYANT FORCE RESUL T IS VOLUME WI T7H11V CONTAINERS FULL Y IMMERSED IN WA TER �BOrraW Or DRAINAGE I aiANNa OR SLOPE I O o0 00 00 BUOYANT FORCE OF FUJICLEAN USA CEN5 O = TOTAL UNIT WEIGHT (CEN5) 463 LBS TANK UPLIFT UOYANT FORCE - 7.377 LBS (SEF s 0770N) PVC EQUALIZER 1"PVC SCH 40 TOTAL BUOYANT FORCE 7,840 LBS Nt7bDV N►RE FENCE(14-1/2 PLAN VALVE LA7FRAL AN77-BUOYANT FORCE.• - p�►fy 36 MIN. LENGTH FENX POST GA., 6W MESH SPACNG) 3 s" HELICAL PILE AN17-BUOYANT FORCE - 32,000 LBS* DffifN MIN 16'INrO Gi?OUND-\ W7H RL� a°� DISTAL HEAD PORT SCHEMATIC " PROVIDE (2) HELICAL PILES X (2) 10 MAX G 70 a Nra � 211 TO 1 11 HEADER W/ EQlU. VALVE O TOTAL ANTI-BUOYANT FORCE = 64,000 LBS GRADE 70 DIVERT 61. IV.rs , ' BUOYANCY SAFETY FACTOR RUNOFF (SCDHS REOU/RES 1.5/PRG KDED) = 1.518.1 2"x1"PVC SCH �._ .. � t--4j"__I FLOW O 40 7FE WEIGHTS' AND VOLUMES PROVIDED BY FUJICLEAN USA (TECHNICAL SPEC/FICA77ON SHEET) VALVE BOX W17H �- ABSORPTION IRMCH *CALCULA7701V BASED ON MAGNUM MS150B HELICAL PIER (1.5"x1.5") CAP FUJI MAC80R BLOWER UNIT 1� 1"PVC SCH 40 PVC SCH 40 BALL 11/28/2022 RELOCATE SAN/TARP AND DRAINAGE SYSTEM DRAINAGE CHANNEL PRESSURE LA 7ERA. VAL VE ^ 70P OF aOPE N.rs 812912022 LZ SCDHS COMMENTS' DA TED ✓UL Y 12, 2022 N7RAnaN HN70 OR SLOPE (REFER T17 GEOMAT .zo' M NOTE: GRWD (7rn)in MEET EXISTING GRADE 1. DETAIL PROVIDED BY MANUFACTURER: FUJICLEAN USA 61712022 LZ SCDHS COMMENTS DATED APR/L 15, 2022 ELEVATION DETAILS) 2. INSTALL ABOVE ELEVATION 10.0 (AAVD1988) 311012022 MJW SCDHS COMMENTS DATED JANUARY 5, 2022 N07ES• 2"PVC SCH 40 I-PVC SCH 40 12/•312021 MJW SCDHS COMMENTS DA TED OCTOBER 8, 2021 N 1. Wi7V£N WIRE FENCE 77 BE FASTENED SECURELY TO " " MANIFOLD LD PIPE PIPE 9/15/2021 MJW SCDHS COMMENTS' DA TED MAY 13, 2021 FENCE POSTS WITH WIRE 77ES OR STAPLES, POSTS 2 x1 PVC SCH CN 11A3H USGS HISTORIC WATER ELEVATION CALCULATION SHALL BE STEEL E17HER 'T'OR 'U" TYPE OR PLACE ON 6"BED 40 LEE PLAN MAX. USGS S/7F 405038072431104 - S 94489.1 Date By Revision HAROWI�OL! OF PEA S7LWE I"PVC' SCH 40 Designed b 2. FL.TER CLOTH TO BE FASTENED SECURELY TO WOVEN PIPE WELL LAND SURFACE ELEVATION = 41.0 (NGVD 29) 40.0 (NA VD 1988) g y M.�W Drafted by: MJW Checked by: MM WIRE .TER W17H TO SPACED SD S 24"LY RIP SECTION 410712010 HISTORIC HIGH = 6.6 (NG0 29) 5.6 (NA VD 1988) OCTOBER 2011 RECORD LEVEL = 1.9 (NGVD 29) 1.0 (NA VD 1988) AND M/O SECT70N. FENCE SHALL BE HV kEN WIRE, 6' - MAXIMUM JOESH OPENING, NOT• INTERPOLATED HISTORIC HIGH (NA VD 198 - Barren J. WILW 1'Wt7 SEC7701VS OF IM TER CLOTH AD✓D/N EACH THE VAL VF SHOULD BE THE HIGH POINT, EL. 5.6 - EL. 1.0 = 4.6 FT OTHER 7HEY SHALL BE OVERLAPPED BY SIX INCHED AND WATER SHOULD DRAIN BACK TO 7HE PUMP TYPICAL ABSORPTION FOLDED. fXTER CL07H SHALL BE 07H£R FILTER X, M/RAD/ EL. 40.0 - EL. 5.6 = 34.4 FT 100X, STARXINKA 7740N, OR APPROVED £QU/VALEIVT. TANK AND lt7 GEOMAT TO PREVENT FREEZING 4.6 FT/34.4 FT = 13"4% Bona cc i & PREFABRICATED UNITS SHALL BF G£OFAB, FLOW EQUALIZATION VALVE SCHEMATIC TRENCH LAYOUT ENNROFENCE, OR APP�C�tA�,O EQUIVlAL£NT. .3 0' (DEPTH TO G.W. ON-S(TE)*13.4X = 0.4 4. N.r"S N.T.S EL. a 6 + 0.4 = EL. 1.0 HIGHEST EXPECTED GROUND WA TER (NA VD 1988) Van Weele, PC 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL ,REMOVED W IEN BULGES"DEVELOP IN THE SILT PROP. AIR VENT FENCE. (l/A OWTS NO IF 6) INSTALL COWR AS PER MANUFAC7URER OR APPROVED PROPOSED 21/SC H40 PVC MAN/FOLD PIPE Engineers Surveyors Planners SILT FENCE DEETAIL EQUAL MAX/MUM OF 3'OF EX7ENSYON COLLARS MAY PROPOSED 110 PVC SCH. 40 P/PE LA7ERALS PRESSURIZED ,SHALLOW DRA/NnaD PROPOSED F,F. ELEV 60 BE USED TO BRING CASTING 70 GRADE. ORENCO PUMP BASIN MODEL PB246OF7 LENGTH- 17 FEET(9) ORIFICES PER LATERAL MUST RE)NAIN FLAT FOR 3 FEET 175A Commerce Drive Hauppauge, NY 11788 N75 RIM. - *5.3 WIN AN77-FLOA TA ORENCO PUMP MODEL PF7503nOR APPROVEDOUARE O 2 FEET BETWEEN ORIRCES EACH LATERAL THEN DROP 1 FOOT OVER 3 FEET. EXISTING F.F. ELEV. 5.98 f0 M/N. 177 /A OWTS TANK APPROVED OUAL T 631.435.1111 F 631.435.1022 - - - - - - - 18'MANHOLE 18'MAAH" 24-MAIM&X£ MADE- EL f5.o � ��E www.bbvpc.com tf0 LF 4'D/A. SDR-35 PROPOSED CLEAN-OUT, SEE DETAIL (57/EET?) t' " PVC PIPE OR EQUIVALENT LOW7LErt`" PITCHED 1 MIN, 23 LF 125"DIA. $$ Tax Map No.: DISTRICT 1000 SECTION 26 BLOCK 1 LOT 13 PROPOSED HOUSE �11 LF 40 SOR-35 PVC GR INLETME pOLY CONNECTIaV INV. -*4.0wi4.0 EOUIVALENTPITcHED 1/4%FT. MIN, NDPEOR E VAL : EL 4.0 PIPE :INLET OUTLET INLET BOr7W EL 4.0 EXISTING/ /NV f37 IN £L f I5 /NV *3.4 PROPOSED CRAWL SPACE LAIN 4.0 /NV 4.0 SEE DETAIL Gw SHEET 2 GEOMAT 3900 PRESS 55 VILLAGE LAN E 7/RIIED INK t3.2 � SHALLOW GRAINFIELD OF E � HIGYHESTE7lPEC1ED GROUNOWA7rE EL y SCOFIELD RESIDENCE a'-�" a'•�° a'-2g^ GROUNOWAlET7 EL 0.0.6 Gj \G��E Mq � �'Q I/A OWTS GENERAL NOTES * "N a TOWN OF SOUTHOLD SUFFOLK COUNTY NY 1. GARBAGE GRINDERS AND WATER SOFTENERS SHALL NOT DISCHARGE TO I/A OWIS m a ' "`"r" `u 2. PROVIDE 6" STABILIZED SAND BED UNDER I/A 0WTS UNIT,• MAX. TOLERANCE Of IN ANY DIREC770N. D22285 EL t(-a7) 3. HEAVY CONS7RUCAON EQUIPMENT SHALL NOT BE ALLOWED NEAR AREA OF I/A OWTS. �OFESs+oNP` "�" PRO 4. I/A OWTS SHALL BE TESTED FOR WA7ER 77GH77VESS AFTER INSTALLA77ON PER SCDHS/MANUFAC7URER'S I/A OWTS 1 S PL4N (fU 9CLEAN USA CEN5 SER/ES SY51EM 70 BE EZ£l! t1.0 SPECIF/CA 17ONS. ANCHORED DOWN W?H(2)HELICAL PILES) HIGHEST EXPECTED GROUNDWATER EL. t1.0 � 5. 7HE DESIGN ENGINEER SHALL INSPECT THE //A OWTS PRIOR TO BACKFILL AND DURING SYSTEM START-UP. SECTION VIEW GROUNDWA7ER EL _*0.6 6. J/A OWTS SHALL BE INSTALLED Wl7TH A 2-0 VENT TO THE ROOF OF THE RESIDENCE OR THE VENT PIPE MA Y BE SCDHS REF# R-21-0843 SIP GRANT# TBD PIPED TO THE EXTERIOR OF 7HE RESIDENCE AND 7ERMINATE 18" ABOVE GRADE WITH A CARBON FILTER. ALL ALTERATION OF THIS DOCUMENT, EXCEPT ' '• ' IN A LICENSED PROFESSIONAL ENGINEER IN FUJICLEAN USA CEN5 SERIES VENTS' AT THE EXTERIOR OF 7HE RESIDENCE SHALL BE PITCHED TOWARD THE I/A OWTS' AND MAINTAIN 3' ACCORDANCE WITH SECTION EDUCATION LAW209 OF NEW c 2021 BBV PC SEPARA 77ON FROM WINDOWS AND DOORS. YORK NITROGEN REDUCTION SYSTEMfo0 7. I/A OW7S' SHALL BE INSTALLED W77H (2) 20" SCREW DOWN 7UF--777F LOCKING COVERS WTH SAFETY SCREENS Date Scale Project No. Sheet No. ^ vE W: AlNrs AND (1) 24" SCREW DOWN 7UF-777F LOCKING COVER WITH SAFETY SCREEN. MARCH 25, 2021 1"=10' A190634 L Of I/A OWTS GENERAL REQUIREMENTS 1. ONL Y l/A 0WTS TECHNOLOGIES APPROVED FOR GENERAL USE IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVA77VE AND ALTFRNA77VE ONS/IF WASTEWA7ER 7REATMENT SYSTEMS" MAY BE PROPOSED FOR INSTALLA 77ON AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL. 2. THE INSTALLER MUST HOLD A CURRENT LIOUID WASTE LICENSE PURSUANT TO SUFFOLK COUNTY CODE CHAPTER 563, AR77CLE V71 (SEP77C INDUSTRY BUSINESS) THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 563-79. J. ALL I/A OWTS MUST BE REGISTERED W17H THE DEPARTMENT IN ACCORDANCE W17H AR77CLE 19 OF THE SUFFOLK COUNTY SANITARY CODE PR/OR TO THE DEPARTMENT GRAN77NG CER77FICA7701V OF COMPLETED CONS7RUCT70N ON "AS BUX r PLANS. 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PR/OR TO APPROVAL IF THE l/A 0WTS REGIS7RA77ON BY THE DEPARTMENT IN ACCORDANCE WITH AR77CLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 5. ALL INSTALLED //A OW7S ARE REQUIRED TO HAVE AN /N/77AL 3—YEAR WARRANTY AND OPERA 770N/MA/1V7FNANCE SERVICE CON77?ACT. AFTER THE INITIAL 3—YEAR OPERA 77ON AND MAIN7ENANCE SERVICE CONTRACT HAS EXPIRED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN AN OPERA 77ON AND MAINTENANCE CONTRACT IN' ACCORDANCE WITH AR77CLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 6. ALL INSTALLED l/A OWTS ARE REWIRED TO BE SAMPLED IN ACCORDANCE WITH THE DEPARTMENTS "STANDARDS PROMULGATED UNDER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF INNOVA77VE AND ALTER614177VE ONS/TF W,4STEWA TER 7REA 7MENT SYS7FMS." 7. INSTALLA 7701V AND USE OF 7HE ✓/A OWTS MUST CONFORM TO 7HE DEPAR7UENTS APPROVED I/A OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVA 77VE AND AL 7ERNA 77VE ONS/TF AA5TEWA 7ER TREA 7MENT SYS7EM." CONSTRUCTION NOTES 1. ALL MA7ERIALS AND METHODS OF 7HE CONS7RUC770NA RM TO THE STANDARDS AND SPECIFICA77ONS OF THE TOWN OF SOUTHOLD, THE SUFFOLK COUNTY DEPARTMENTS OF HEALTH SERNCES AND PUBLIC WORKS, NYSD£C, 7HE MANUFAC7URERS SPECIFIC477ONS AS APPLICABLE. 2. ANY DAMAGE TO THE PUBLIC RIGHT OF WAY OR NEIGHBORING PROPER77ES AS A RESULT OF CONS TRUC77ON AC77W77ES SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SA77SFAC77ON OF THE TOWN ENGINEER. 3. PROJECT DE/V1OtmoN INCLUDING REMOVAL OF EXIS77NG FACILITIES, DRAINAGE SYS7FMS, RETAINING WALLS AND OTHER S7RUC7URES, IS TO BE PERFORMED IN CONFORMANCE WITH THE REGULA 77ONS OF THE TOWN OF SOU7HOLD, SCDHS, AND ALL 07HER APPROPRIATE AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERM/7S FOR DEMOL177ON AND DISPOSAL OF EXIS77NG 57RUC7URES AND MA TFR/ALS. 4. AT NO 77ME SHALL DEBRIS BE BURPED ON THE S17F ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. 5. WHERE FILL MATERIAL IS REQUIRED, IT SHALL CONSIST OF CRUSHED STONE OR BANK RUN SAND AND GRA VEL FREE FROM ORGANIC OR OTHER UNSUITABLE MATERIALS. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY UNSUITABLE MA 7FRIAL BROUGHT ON S17F FOR USE AS FILL. 6. PLACE 7RENCH BEDDING AND BACKFILL MA 7FRIALS IN LA YERS NOT EXCEEDING 12" IN 77-IICKNESS WHEN USING HEAVY COMPAC77ON EQUIPMENT OR 6" WHEN USING HAND OPERA7FD EQUIPMENT. COMPAC77ON SHALL BE 95X MODIRED PROCTOR DENSITY. 7. THE CONTRACTOR IS DIRECTED 70 VERIFY THE LOCA77ON OF ALL EXIS77NG U77LI77ES PR/OR TO BEGINNING WORK, AND TO TAKE MEASURES AS NECESSARY TO PROTECT ALL U77LI77ES INTENDED TO REMAIN 1N PLACE. RELOCA77ON WILL BE COORD/NA7FD AND INSTALLED BY THE CONTRACTOR WITH THE APPROPRIATE- UTILITY OWNER. 8. A MINIMUM OF f0 FOOT SEPARA770N IS REQUIRED BETWEEN WATER SERVICE LINE/LATFRALS/MA/NS AND THE EDGE OF ALL ST0RMW47FR DRAINAGE LEACHING S7RUC7URES MINIMUM 18 INCHES OF VER77CAL SEPARA 77ON BETWEEN WA 7ER SERVICE AND DRAINAGE PIPE. 9. A MINIMUM OF 5 FOOT SEPARAMON IS REQUIRED BETWEEN WATER SERVICE LINE/LA7FRALS/MAINS AND THE EDGE OF ALL STORMWA7ER DRAINAGE NON—LEACHING S7RUC7URES AND ASSOCIA ICED PIPING 1a THE CONTRACTOR IS RESPONSIBLE 70 SECURE ALL NECESSARY PERMITS PR/OR TO COMMENCING WORK. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY DATE 6/13/23 F,.S. R NO. R-21-0843 APPROVED ` � "'''•"'�'y� (� ,� 8/29/2022 LZ SCDHS C'OMtilENls' DA 1F0 JUL Y 12, 2022 FOR MAXIMUM OF 3 BEDROOMS 61712022 LZ SCDHS COMMENTS DATED APRIL 15, 2022 EXPIRES THREE YEARS FROM DATE OFAPPROVAL 311012022 MJw SCDHS COMMENTS DATED ✓ANUARY 5, 2022 121312021 MJW SCDHS COMMENTS DA7FD OCTOBER 8, 2021 911512021 MJW SCDHS COOMMENIS DA T ED MA Y 13, 2021 Dote By Revision Designed by: MJW Drafted by: MJW Checked by: MM ' /N M . Barrett s E717SANG 3=0" EXISnNG Bonacc i QROUN PAVEMENT Van Weele, Pc a7Hna )eE?M 2'57WE OR (aplV L Engineers Surveyo rs PlannersP� 175A Commerce Drive Hauppauge, NY 11788 50'MIN T 631.435.1111 F 631.435.1022 www.66vpc.com VALVE BOX WI1TH CAP o Tax Map No.: DISTRICT 1000 SECTION 26 BLOCK 1 LOT 13 a THE BOTTOM OF 7HE 110 PVC E17SANG 2355 VILLAGE LANE 2"x1" PVC SCH. 40 DIS7R/BUT70N PIPE 1"Id PVC SCH. 40 VALVE BOX WITH GMIVD c SCH. 40 7FE 110 PVC SCHH, SITS ABOVE THE FIELD ON THE DlS7R/BU770N PIPE GEOGUARD ORIFICE SHIELD AT EACH ORIFICE $ CLEANOUT AND DISTAL 0F SCOFIELD RESIDENCE 40 BALL VAL WE GEOGUARD ORIFICE SHIELD LENGTH= 17 FEET (9 ORIFICES PER LA TFRAL SPACED 2.0'APART) 1" GEOMA T CORE FABRIC $�� HEAD PORT(SEE DETAIL) O� yP�G r� �+ yp Q j 12'MIN. A?MATOY � * A N � ADJACENT ROAD WD7H I�AN m 1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 'TO 072295 1 \ \ AS NECESSAR dfD�. 12'M/N. MAINOVANCE >O Na"F'ER/AD/C Jt7p ssoN I/A OWTS PLAN 110 PVC SCH. 40 PIPE REMOVE UNSUITABLE DO SOILS, DRESSING WIH ADD1770VAL S70VE AS Y. EXCA VA 1F DO REWRED. 200 PVC SCH. 40 MANIFOLD PIPE EXIS77NG SW/SP SOILS. BACKF/LL WI7H 3 SCDHS REF# R-21-0843 SIP GRANT# LENGTH= 3t8 FEET CLEAN IMPORTED SW/SP SOILS. 2 STABILIZED CONSTRUCTION ENTRANCE ALTERATION OF THIS DOCUUENT, EXCEPT BY GEOMAT 3900 PRESSUREIZED SHALLOW DRAINFIELD , A LICENSED PROFESSIONAL ENGINEER IN N.T.S� ACCORDANCE WITH SECTION 7209 OF NEW PORK STATE EDUCATION LAW, IS ILLEGAL C 2021 BBV PC Date Scale Project No. \, Nzs MARCH 25, 2021 NTS A190634 Sheet No. 3 of 3 y40)9 � Cedlhmrons indicated hereon signify that this plat of the property depicted hereon was trade in accordance with the existing Code of Practice for Land Surveyors adopled by the New York Stcte Association of Profess anal Lard Surveyors This cedificanan Is orly for the lands depcted hereon end's not ceri colior of idle,zoring or freedom of encimbonces,Said cenhcarons shot inn only,to the pe-sons and/or entities listed hereon and are not transferable to odd,ional persons,entries or sjkuequent owners SU IDIVISIONSEAANDF MAP OF JOHN YN BOWOODMAP NO j1245 45 IL z FILED APRI 19' 005 4J g5 sOf _ ON LINI „ E— a,'w 5 15..Lg�_ _ErE 4.5 _._C^ - "prr1 4.4 NAP to o 6s API O a.>'wA Z '�, Q tic, S,p�MAPLF A 3 '� W �/C,'�7 tJ%IJ'• .'MnSONRr: In w""MAPLF "so 33.2' O1 10 ,fi M to 4 to ° Y FE Cq � I.a'i pWELL O 43 12 I 3 O -2.4•s LdZ 0) In Mn�LE � 'K' = co or rL ZOQ GARAGE �C,E Q W/ MAPLE rf =O� P EL 205 w/ s 0,° 1 LU ++ to 2' 46 {6 0>'S IIZ O in 3 ?'° < W nm 3 s I` a 1— 3 z�J w I c w °W� '^ I a':le.sa= f o 5'a PIPE y2 / !W y 's44.1 NrM mC,N o LsN1`O WS�ER wnLL Fps EM +05 W NAf0e 9 1 14PNI , J 17 0° 50 -- Ji2 _ _ rw s is-F/) d O O I s¢a B 41.e' --GEOMAT II;©v.-1 s J I Q MODEL Lai A, .3900 +w 2.o'^ a'Li6E E15�oI'�Eon 411 R00 pSORtAG Y S4 I O 00 55 5�z,- s TAN Y' K i NQ a 6'W OD A OIPC R% S 54 /p UP 5l69 NJICLEAN Z CENs e Zy 4 $00 GAL 16 1000 G ` 9 Pt�EPs •l+ FE h LAIC I45 2 ' S'R' (ONE 49 a.]Wi'' a Gs G7 4A 9+ Ae 5.a _ /_/aW F L. q C.1 Q 'U2 a6EW C/ IF'✓5�� A5, �r +� LJPN��' ast +35 �gr` 04+ rMP``,, 6 \ UFTrJLK CUNT'/UEP%sRiMFNi Of HEALTH SER'✓I'.":ES y5 APPR r1VAL OF CONSTRUCTED VJr,PKS FOR E ` �• ASINGLE FAM'LY RESIDENCE WA Gnla -+�"p]5 H G fart Nn R-Tt-0843 �sxfR d N n„;cr-,u�nwo>.+ore.,ai.,rs+r.:ly lar�n.,al ln�.io:ar�o"na�e oe..r � /' yfF vne s.ln..t,�,,�•r�Itn r.+n,Inv�i.+rv`r s,alPrr�l:n,..n.a��- SANITARY LOCATION TES SANITARY --.n""e'^''•" -L STRUCTURE BUILDING CORNER / on,xovua>r.:.,,err+an„e"err A B NOTES: I/A OWTS 16, 26'-6" / 1. LOT AREA a 11,590 SQUARE FEET. P.T. 23'-6" 27' 2. ELEVATIONS REFER TO N.A.V.D. 1988. 1 41'-6- 18'-6" 2 55'-6- 36' 3. MEAN HIGHER HIGH WATER ELEVATIONS TAKEN FROM THE 3 45'-6" 19' ONLINIE VERTICAL DATUM TRANSFORMATION TOOL BY NOAA, VERSION 4.7.2. 4 58' 36' W. FINAL S.T. : SEPTIC TANK 4. LOCA77ON OF SANITARY SYSTEM & WATER SERVICE PROVIDED VIEW FINAL P.T. -PUMP TANK BY QIFHERS. Oc 2025 BBV PC the effse's a"'ry—ion,shown bnn svr;clo es to tie p,aperty I'iiles are ter o eF dfl,auipose ci osa,and+reref—,oe nor i,twmdec to gvice In the e-ed'Iam:I fences,retaining walls pods,cotios,plonbng creas,odd,icns to buildings and any other wnahuctiar $uasur�oce and arvranmemal condtars were nor exo-�Ired or cons dered as a pan of Ihls survey.cosemerL•,Rlgh sof'sti'eY cF•ecord f ary,are na-shown.Property win oniments were not placed as apart or Ibis survey Barrett Tax Map: DISTRICT 1000 SIECTION 26 BLOCK 1 LOT 13 ��� BOIlaCC1 8c Map of: PROPERTY --, n" I ""r' kr �'iQ - 'IE'(/, tics a.. Van Weele,Pc Map Lot: -- Map Block: �PRDLD�q 0 Engineers . Surveyors . Planners tio`' \,s,." c� 175A Comm Driv.HoaPPoi NY 11768 File Date:-- File No.:-- County, SUFFOLK 1631.435 11 F 631.435 1022.b Situate:ORIENT,TOWN OF SOUTHOLD wWw.bbvpc.com Dab By Rows,- 2 05o5b, J Co:.srfi�ry� land i .�i Smarr IF,,12/9/25 CV✓ WATER SERVICE CONNECTION TO GARAGE ur+mFi s_ !J1�Fshall rat FINAL SURVEY 0/Z7/25 CW WATER SERVICE CCNJNECTION be car-Nderer:o and volid copy Serve ed by M.B. Drabd by- A.V.R. Checked by J.S. Project No A190634A Date: JUNE9 2025 Scale 1"=20' K tna19,AI9 34A'rNi3W90634R0 dog,FINAL,12/4'2025 10 14 21 AM,Bl tt•6w 6 yin,Wed-J LW Issue Date: 12.17.20 HPC a.1e.21 Amended Dhpproval 9115121 ZRA WWI InW dm Sat 11/B2P HPC Amendment P.RCHI FLAME NO CO Q!, a W TAT E OF Drawing Legend: t______f Wall To Be Removed 0 Well To R.mNn ® New WKH 0 New F-Wetion Well _______ Line Above ___________ Lime Below 2 — GWWellnee �A200 --—•— -- Fena 1a1 Door Tag STOOP 4'-0" O O STOOP +o+ WRwow leg --' Section X. shaetA-XXX i N W �p 1b 1 ENTRY EW 8 D STOOP i` 116LL D 1zo DetelTeg 20 SF — ® NEWGAS 3TEP3 ` STOVE DINING ROOM Elevation Tag A7 � NEW H O x Interior Elevation Tag O 30 SF, x ________________1 o LJ 1 FRONTROOM 3 A-300 ENTRY HALL x o L--� o WC TIIB a --- r c h I a e c e M E M e R R Y L K R A ill - I I KITCHEN POWDER E I! 260 HORTO NS LANE I W/D i II in III 30" III - l WO' I� O POST OFFICE BOX 1600 II 2 I REF' .� O li I - -- - I n � SOUTHOLD, NYB 11971 6 3 1 - 1 7 7 7 7 6© � = e 0 BEDROIOM21i, mkar<h Ite<t.com WO D WOOD a C1 8'-8"x,8'-8' II EL.STING+4,43'GARAGE S E S STOOP Q�•' k -- - -- cc 18 SF in II 0 0. a + STOOP 4'•6" -- � Scofield c1 Ga A-2 = BEDROOM 1 Residence O 13'-5'x 10'-10" ggts I 2355 Village Lane Orient,NY 11957 w II N I a lot Ci First Floor Plan 14'-0" U 1� D , SCALE:As Noted ,v 11 N OF SpUTHO�MM�SSION Proposed First Floor Plan R11 PRESERVPA'(�ON GO Scale:;,4�=1.4' - ---- H,STp A-101 m 2020 Meryl KramerArdhlteot w xlpYRewwe Issue Date: 12.17.20 HPC 019.21 Anal Ixe4Proval 6/15,21 29A 10117/21 Ir lon Bel 11222 HPC Amendment NEW DOUBLE HUNG WINDOW TO REPLACE NEW METAL FLUE TO EXIST.w/TRIM TYPE 13'; REPLACE EXIST MASONRY CHIMNEY SEE SHEET A-201 NEW ROOF VENT WHERE EXISTING AND NEW SIDING MEET, NEW CEDAR SHINGLE ROOFING WEAVE NEW SIDING INTO EXISTING AND ALIGN BOARDS OVER,EXIST FRAMING T.O.Ridge at Existing to remain NEW WALL SCONCE TO ————————— REPLACE L EXIST R — ��- I; v --- DOWNSPOUTS TO � -- — -- -- -------- T.O.Ridge at Addition ------------- --- ALIGN NEW BOARDS JOINT -- -- ril r r --•�L--•!I --- --- ——— REMOVE VENT —— l l———— — — E OOR TO REMAIN; —��_ — ——— ————— wENEW DOUBLE HUNG STYLE REPLACE EXIST. I'' Li r�1 4- '- '1 1 �1--, Z- -l Fir r ------- i 1 ', II I, -rr r �J EL. 22.1' .j L ---- I SAND&REPAINT NEW TRIM TO I I -11 r., r -I I, r, MATCH EXISTING I I E —EGRESS WINDOW&TRIM TYPE'A" 1 1 r r 1 'r �r-r-I--,t 1REM 7.,. I 1 SEE SHEET A201u''r i I. 7 VE EEXTENSON,REPLAC COMPOSITE E NEW I rl, II I.I II ! 1I1: " I,I I.' ly AI 1.1 t �1"Ti ,l'tfr :S tlf f-L, �I��. 1 •t'.z GUTTER ri II -[ - fl( L 1 7C tl TI T3 ' EXIST.TRIM TO REMAIN T 1 T F-' T t l rrr 10� — _ — - L 1 -�aL [r T''. r- LEI L_ - -4 t 1�4.,'h `.L NEW CEDAR SHINGLE ROOF '^ NEW CEDAR SHINGLE ROOF V' TO F I SAND&REPAINT CLAPBOAfim SIDING -_ NEW PTD.WOOD, MATCHEXISTINo — _ _ � - _ _- - - _ - -.�-1 L�=«�� ,r_ aL.�z- , -.� T 'r,;: -9�. 0z480�- Q' NEW PTD.WOOD FASCIATO NEW.PTD.WOOD MATCH EXISTING, CORNERBOARD I _ Y NEW GUTTER&DOWNSPOUT NEW PTD.WOOD BOARD SIDING TO .\ _ _ _ - - ____ NEW DOUBLE H N Y MAT CH EXISTING TYP.AT ADDRION - U 0 O C1 & NEW WOOD STEPS&WOOD _ - 1 Al A7 Al I I _ C1 C1 C1 D _ - ' WINDOW TO MATCH O DOWEL RAILING AS PER NYS CODE - -_ NEW D DOUBLE N � EXIST w/TRIM TYPE 9'; OU HUNG WINDOW TO --- 3EE SHEET A•201 REPLACEEXISTING -- _wl TRIM TYPE B _ I I / _-__ - __—____ - �EW FULL-SASH WOOD SCRIEE�/STORM DOOR c NEW PTD.WOOD BOARD SEE SHEET A-201 -- -f .1 StDING TO MATCH 1 / I - II T0.Pro+2'posed Ralaed Finish Floor 4'-_-�-' \ --- TYP.AT ADDITION EXISTING, Drnvllty Legend: I I ? I —�- ___-__ Wall To Be Remmwd qQ E5Freehoard+8' 4I - --_---- Flu [ 1 • r —— —11 — _-——:———_ ---—- L- _I e Wall To Remain - ,_ —— 0 New F uo ndetlon Well Exist.Flnlsh Floor -- _-_ _ ---- 1 - - I I - I- I_. -i .-' r .--r.- r -___.- L___ -__ --' —' LL J I ---•.-i—i -- __-_-___ Llnsa Above - _ '� � � I .' ____________ Linea Bebw 1 _ I NEW WOOD STEPS&WOOD NEW PTD.WOOD CLAPBOARD SIDING PTD.WOOD LATTICE - UrmGulalklse Exlat.Grede DOWEL RAILING AS PER NYS CODE TO MATCH EXISTING EXPOSURE AT AT STOOPS,TYP.,T.B.D NEW WOOD STEPS&WOOD IX13T.WINDOWS&SHUTTERS NEW WOO STEPS&WOOD NEW RAISED FOUNDA ION wf GREY -- Fencs P OPOSED VILLAGE LANE FACADE DOWEL RAILING AS PER NYS CODE TO REMAIN;SAND✓}REPAINT DOWEL LING AS PER NVS CODE GRANITE STONE VENEER,Ty", 'VARIES ADDITION NEW DOUBLE HUNG WINDOW TO REPLACE EXISTING w/TRIM E%IST.FIXED DOOR&TRANSOM PROPOSED A.._ N lot Door Tag TYPES SEE SHEETA-201 TO REMAIN;SAND&REPAINT NEW RAISED FOUNDATION W GREY GRANITE STONE VENEER,TYP. REMOVE EXIST NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. 101 yAry�,Tag LEAN-TO SHED Sallow X. Proposed Building Elevation Willow Street-North 1 Pro osed Building Elevation-Mile Lane-West Sh"tA-XXX Z Scale:1/4"=1`0" Scale 1/4"=1'0 ,{ Dawn Tag NEW WOOD$IDthIG&TRIM: (WHERE APPLICABLE): ��y'' Mal Tig LIFESPAN SOLID SELECT OR EQUAL WOOD SIDING,FASCIA AND TRIM x NEW WOOD STOOPS&STEPS: STOOP DECKING AND STAIR TREADS TO BE x "100r x InteRor Etevatlon Tag IPE 5/4•X 4 BOARDS STAIR RISERS TO BE LIFESPAN SOLID SELECT OR EQUAL PTD.WOOD, x COLOR T.B.D. RAILINGS TO BE PTD.2•X2"SQUARE PROFILE VERTICALS W/3-1/2•X WC RAILING CAPAS PER NY$CODE 0 M E R Y L A A A M E R a r c h , t e c t AT.O.Rid eat Existin to remain ________________________ _____ 260 HORTONS LANE L,,a� ATD,WOOD TRIM -- -----------------___------------ r____ - r.l 11.1 ---_-- VO.RldgeatAddition -- ----- AT NORTH FACADE - - .r / - �4-� - r 7"-Ty l-'t111*r-� -- L'Y POST OFFICE BOX 1600 EL+23.8 I;- --I I - �', T , -1/ I __G t,! --- _ — --- ----------- 1 I. II 1, II 'I II I- / II - �r �' EWTiETAL�Ll7E TO REPLACE SOUTHOLD, NY I t971 EL+22.1 y I I NEW WALL SCONCE r-F - EvrMEA30NRY CHIMNEY REPUTE EXIST.WINDOW l I I l - 1 T f i t T 11 I ? - r l p r=;r/i'r.'�Y' 6 3 1 - 4 7 7 - 5 7 3 6 IXIST DOOR RELOCATED w/NEW DOUBLE HUN087Y1E E I II'' I;.,II ,�.1 .4. EGRESS WINDOW&TRIM TYPE'A' I I FROM EAST ELEVATION; -rr 'I' L 'I ' v r',',I I I r I'r l NEW EDAR SHINGLE m k a r c h I t a c t.c o m 1 II I I'I' II II I II''I' II 'LI BEE SHEET A•201 I I SAND&REPAINT T T. IIT I� II 'I '. I' I II' II III' Ir�l 1 I. IX13T.FRAMING EXIST.TRIM TO RE EXIST.WINDOW TO -'IL f2`-- / III ! �112 I II'I REMAIN:SAND& NEW CEDAR SHINGLE ROOF '11 r1 I l Jy REPAINT '�t0 NEW PTD.Vl CLAPBOARD SIDING �- 1 - -__ _ TO MATCH EXISTING VILLAGE ELANE. I iµ ll NEW PTD.WOOD FASCIATO I'I I; I I I, REPLACE WOOD CIA _ FACADERE - _ OOD -- --- _ MATCH EXISTING w/P'TD.WOOD FASCIA TO MATCH GE LANE CORNERBOARD O 1 I III a _ - -- ---- FACADEASCLIA&ADD NEW G II 1 NEW DOUBLE HUNG STYLE I�/ JII I ' r - GUTTER&DOWNSPOUT NEW DOUBLE HUNG_^ �. C 1 I CZ EGRESS WINDOW&TRIM TWE'B' I D I D Scofield C1 C7 1�C2 -III I II L�1 WINDOW Scofield WINDOW TO MATCH n \ B SEE SHEET A-201 JIB III WINDOW TO REPLACE WIND OWSATVILLAGELN. I 1 j II NEW DOUBLE HUNG - _ - EXISTING W/TRIM TYPE B' FACADE w/TRIMIYPE'A', 11 Ii WINDOW&TRIM TYPE 13' - -- SEE SHEET A•201 Residence SEE SHEET A-201 I I SEE SHEET A-201 1 ' -- -_ � LI ^---I�_ L L MATCH EXISTING,TYP.AT ADDITION ICI— I 1 I EXIST.PTD.SHINGLESIDING 1 1 1 NEW PTD.WOOD BOARD SIDING TO I �) I I TO REMAIN,$AND&REPAINT 2355 Village Lane eFEAEs+2 Freeboard+s• ^ - i - ---- -- 1 I I I �'' � I I — -- 1 l � !I 'H '- Orient,NY 11957 T.O.Pro osed Raised Finish Floor — � � —i I� � � EL+8.5 --- -----__ _.._� —� — iT NEW SHINGLE SIDING TO MATCH EXIST. -- -.]_- LI_T I I -I -� _ _------ WNO WOOD RAILING N a — -- _- — --- _ - - OAS PER _ - -- _ _�' - - — - — --�--r—i-- - _- -__ NYS CODE E_- _1 �, -1 - -_I. I r r -�-C 1 I l -`� r f _1- Exist.Flnhh Fbor _ - - r_ ---_-r -L - - NEW DOUBLE HUNG Exist. --- Grade WINDOW TO REPLACE NEW WOOD STEPS&STOOP PROPOSED ADDITION PROP EW GABLE ADORION 0 EO BOARDS Elevations EXISTING;WINDOW TO MATCH wl WOOD DOWEL RAILING PROPOSED ADDITION 78 EO BOARDS 18 EQ BOARDS VARIES WINDOWS AT VILLAGE UN, AS PER NYS CODE 18 EO BOARDS E7f13T.DOOR TO BE REMOVED AND PTD.WOOD LATTICE FACADE w/TRIM 7YPE'A' PTD WOODLATTIE RELOCATED TO SOUTH ELEVATION AT STOOPS,TYP„T.e.D. AT STOOPS,TYP„T.B.D. PROPOSED NEW DOUBLE HUNG STYLEADDITION EGRESS WINDOW A TRIM TYPE 9' EXIST WINDOW TO BE REMOVED NEW RAISED FOUNDATION wl GREY SEE$HEETA-207 GRANITE STONE VENEER,TYP. NEW RAISED FOUNDATION wl GREY 4 Proposed Building Elevation-South Proposed Building Elevation-East GRANITE STONE VENEER,TYP. Scale:1/4"=TLO6 Scale.1/4"=V-0" SCALE:As Noted D A-200 N�V � y 2D22 ®2020 Meryl Kremer Arohftect �ONIN OFVA ON COMMISSION kiSTOI PRRgER NOISSINlW00 NOilt/Ati3S38d 01H01SIH r d10H1f10S d0 NM01 wz t �d4�� fi '` �P eQ "� BRED A/?C M E R Y L K R A M E R n Q ` 4 �! :# uoi�nlosa� � ��ft KRq�y�j a r c h i t e c t IJU 0 �J uolsslww03 uo1;eti9s9a ouo sl 260 HORTONS LANE 9TFOirN POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - B 7 3 6 CLADDING ABOVE PLATFORM TO BE m k a r c h i t e c t c o m 1X2 PTD.VERSATEX W/1/2" SPACING TYP. PLATFORM FOR HVAC UNIT AT 48" ABOVE GRADE 6"MIN.CLR. AT BACK OF UNIT 2x4 TREATED WOOD POSTS Scofield " Residence 8 MIN.CLR. HVAC UNIT AT SIDES&FRONT,TYP. '' `•—•— — •_PROVIDE SCREENING BEHIND a / 2355 Village Lane PLATFORM CLADDING o Orient, NY 11957 , HOUSE OPERABLE FRONT& GRADE SIDE PANELS FOR PLATFORM POSTS&FOUNDATION I I I SK-3 ACCESS AS REQUIRED I I I I II II II II II II Proposed HVAC Enclosure II II L J L J HVAC Enclosure - HVAC�nq!osurePlan Scale: 1/2" = 1'-0" Scale: 1/ 0" - SCALE:As Noted SK-03 MAY 13,2024 © 2024 Kramer+deConciliis Architecture All Rights Reserved MAP OF ..+ / 4 s HSUBDIVISION �^ ,. JOHN MAP HPC Submission for HVAC May 13, 2024 1 Et" r-HI' I __ FILED APRIRILYN e°WOOD SE O) qND F 1g 20 _ HOIUS SCT 10 _ s 15•,28•3G� °s MA'p " 1124s 2,395 PRIV 0 A E LA 12.1 DRAINAGE CALCULATIONS cu WIRE O ft�E ATE WELL NE PER TOWN OF SOUTHOLD REQUIREMENTS, STORAGE PROWDED FOR A 2"RAINFALL IN / V SQ DRYWELLS(MIN.), 1'HIGH CNCR£7E GALLEYS PROVIDE 32 CF/W OF STORAGE PER SF. APPROXIMATE LOCATION / Z FENCE sY57El11 0�� OF EXISTING WELL �/ 2p, r a MA"Ef I +S DRAINAGE REQUIRED S70RAGE REWIRED.• ROOP 848 SF X 1.0 X 2 fL2"J =1142 42 CF Q� D AR- OM ISO, / S STORAGE PROVIDED.- 142 CF/32 CF PER CNCREX GALLEY = 4.5 GALLEYS 43 (5) 8.5% x 4.75Wx 171 LEACHING GALLEYS = 160 CF APPROXIMATE LOCATION 4.4 M OFgOV �OOMM`SS,oN n OF EXISTING NEIGHBORING EXISTING / srs7EM r2 / 1 SANITARY SYSTEM �OAAINAGE REQUM�M A p tNv�,!\O Proposed , 2 SHED I SRTi7RAGE REQUIRED. HVAIC Condenser / I 4.? I '��1fgD�N/N TO ,65SFX1.QX(Z�� = 31 � (� Platform w/ / - 4.3 � STORAGE PROVIDED• +� I EX/S77NG WA TER SERVICE S / 31 CF/32 CF PER CONCRETE GALLEY J2 GALLEYS a• TO REMAIN () 32 , (1) 8.5'L X 4.75W X 1%l LEACH/NG GALLEY J2 CF / SITE DATA Screened Enclosure I (EWS77NG WATER SERVICE OWNER ........................................... FREDERIC C. SCOFIELD ✓R. TR M" / �,FX/Sn TO GARAGE/S FOR OUTSIDE 11305 SPAULDING STREET �� �� �� V I NG N HOSE 8/B ONL Y. OMAHA, 4 -1 wx2 -4 dx6 -10 h _ -� Nr �'�GE NE68164 4'4s L APPLICANT...................................... FREDERIC C. SCOFIELD JR. <ORY) ao. _---ws // 11305 SPAULDING STREET NE 68164 MgP,__ s-_--ws----ws w ws•---ws----�� w �r (b OMAHA, PROPOSED ROPO RECRAAINAGE SYSMYCNCRE7£ ' REQ'Q� CC / h OF EXISTING WELL APPROXIMATE LOCATION SITE ADDRESS ............................... 2355 VILLAGE LANE C a p v LEACHING GALLEYS 35, (50 / fV ORIENT, NY 11957 C 4V O (8.5 Wx4.75Lx1 H- SEE DETAIL 1 4-�, / v J CO VE 10' Z /'NVEL.1of A,P� LOT AREA 11,590 SF (0.266 ACRES) N 9 / A ,ROY/MATF LOCATION OF (1p•M/ArJ �- _ �"� �(�1 _ GROUNDWATER MANAGEMENT ZONE ZONE IV ..................................... O EXISjr,k SANITARY SYSTEM v. 1' 00O k� TG*VF ABANDONED TO �Cu I +4.= i 0hQ` / �'/ Q Q SS STANDARDS y1 �Q'` / // USE ................................................ SINGLE FAM/L Y DWELLING ` -1 (CON 7RACli n VERIFY) 4 O� �0 4 -4u J C� Q PROPOSED 1 S70RY A L. ON wj/ / lit O qa<e �^ ,N Q J ZONING .......................................... R-40 w/CRAil2 SPACE (2'' / Q W Q 'CV 1 �� o GENERAL NOTES / •ry Ir0¢, � SOIL (� •M / p SANITARY CALCULATIONS 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY BARRETT, l �R / 4.6+ BORING � J� 4 4 �O N Z �= FiEt Q PROPOSED 3 BEDROOM DWELLING 0110 GPD /BEDROOM= 330 GPD BONACCI & VAN WEELE P.C., DA TED NOVEMBER 11, 2019. CONTRACTOR 70 AD✓ sr (� Q W S\Q OQ PG�IN SYSTEM DESIGN., 2. SEE ARCHITECTURAL PLANS PREPARED BY MERYL KRAMER ARCHITECT P.C. DATED EXISTING WATER SERVICE AS `� a ROOF C.O. l v•� Iu O h- O Q Q UE l/A OWTS DECEMBER 4, 2020. NEEDED, lF NECESSARY TYP I \ �O h �°j 2 �� / QA' s REQUIRED: 330 GPD RATED SYS•TFM I / ( ) / N 3 1 PROPOSED: (1) FUJICLEAN USA CEN5 SERIES FIBERGLASS= 450 GPD J. EXIS77NG UNDERGROUND U77LITY LOCA77ONS PROVIDED BY PRECISION MARK-OUTS, INC. / EX377NG STEPS qP s �I O O� DA 7FD JUL Y 11, 202a / 70 BE REMOVED (TYP.) 4.z N R� A e Q mry PRESSURIZED SHALLOW DRAINFIELD-LEACHING SYSTEM DESIGN 13s' o / / 2 SCDHS RESIDEN77AL OWT5 DESIGN HANDBOOK (TABLE 13) 4. SUBJECT PROPERTY LIE WITHIN FEMA FL000 ZONE(S) A (EL 6) PER FEMA FIRM MAP 15.2 / �^ NUMBER J6103CO068H LAST REVISED SEP7FMBER 25, 2009. c / I PROPOSED I/A OWTS 2 �'/ PERCOLA77ON RATE 1-5 M/N./INCH / c - 1 _ P�?OPOSED �iAco R ecowF #iT CA7FGORY 1 //A 0W7S 3.0 GPD/SF (BACKFILL WITH SP/SW) 5. ALL ROOF LEADERS TO CONNECT TO UNDERGROUND DRAINAGE SYSTEM. N N ;I STORY INSTALL ABOW EI. 8.0) Q / +�" / / 4 * -1. ADDITION I ( �� LEACHING FIELD: 6. SUBJECT PROPERTY IS DESCRIBED PROPERTY. a 1 ) / J O GEOMA 7RIX GEOMA T MODEL J900 ( R WL SPACE p4�' J / � RA77NG.• 3.25 SQ.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW 7. ELEVA77ONS ARE REFERENCED TO N.A.V.D. 1988. J \5 DRAINF/ELD\ J R / �'/ O CONFIGURA77ON DOSING RATE- 0.25 GAL./L.F. (SCDHS STANDARD) 8. ALL MECHANICAL EQUIP., INCLUDING l/A OWTS CON1770L PANEL TO BE INSTALLED ABOVE EL. 4.7� ' Q 8.0 RAISE EXISTING RESIDENCE BY- ROP fXISANG TREE •fa 17' ew 4.,4 �� APPLICA77ON RATE ALLOWED: 3.0 GPD/SQ.FT. 9. ALL CLEANOUTS' TO MADE ACCESSIBLE FOR MAINTENANCE. STOOP 0+. / (*2'-1/4') TO FF EL.=8.0 TO BE REMOVED N I � +5 0 4.04 GEOMA 7RIX GEOMA T 3900.- 3.25 SQ.FT./LF OF / k1 AND RECONSTRUCT CRAWL (4:e4.5) (nP) s9 LEACHING AREA 10. ADJOINING PRIVATE WELL LOCA77ONS SHOWN ARE FROM SCDHS RECORD PLANS. / SPACE "i / \ REQUIRED LENGTH OF LEACHING FIELD: 330 GP0/(3.0 (2 BEDROOMS) M�2x S N 6PD/SF)/3.25 SQ.FT./LF= 33.8 LF 11. 7HERE ARE SURFACE WA7ERS OR WETLANDS WITHIN 300 FEET OF SUBJECT PROPERTY. / PROVIDE 2 ROWS AT 17 LF/ROW= 34 LF OF GEOMA 7RIX (OR/ENT HARBOR-APPROXIMA TEL Y 140 FEET USING GOOGLE EARTH) EXISTING PROPOSED �'m'' $� h // GEOMAT MODEL 3900 SCDHS APPROVAL STAMP 1 STORY "' \ GRADE-LEVEL �m 50+ PROP. GEOMAT 3900 (2 ROWS) N MASONRY PATIO I I'• orso �' Q ORIFICE DESIGN: / \ / 1NRY "+ 1? y/ / q xP s, \ PROP. OR/f7CE (1/8 0 0 20.C.) USING PIPE AND PUMP CALCULATOR SOFTWARE FROM GEOMA7R/X DWELLING \ , SYSTSM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ! ew S�s \ NUMBER OF ORIFICES PER LA7FRAL: .j 7 (14 TOTAL) �\ N O. 2355 Q 4�S EXCAVATION INSPECTION REQUIRED NUMBER OF LATERALS.- 2 PERMIT FOR APPROIVAL OF CONSTRUCTION FOR A / RIDGE EL 21.16 PROP.A? Ny / i // O \ FOR SANITARY SYSTEM SPACE ORIFICES . 112. FT O.C. SINGLE FAMILY RESIDENCE ONLY o� / • PROPOSED DRAINAGE ORIFICE DIAMETER.• 1/8 /N. Z' BY HEALTH DEPARTMENT APPROXIMATE LOCATION / / STEPPING \ 11, SYSTEM/2.• (1)PRECAST t1/ RESIDUAL HEAD AT LAST ORIFICE., 5 FT. OF EXISTING CESSPOOL a' G F.F. EL STONE 16SF ha \ MINIMUM FLOW RA IF PER ORIFICE. 0.43 GPM F! 5.98 22.3� RIM 5 0-* �, o GALLEY E LEACHING INV 3 4-4- v _ GALLEY AIL, LET 2) 1!- v USING 2 IN. DIA. MAIN & MANIFOLD, 1 IN. DIA. LA 7FRAL PIPE � / SEE DETA/L S7/EET 2) O S o Aba donment of the existing sanitary system must be in TOTAL DYNAMIC HEAD: 6.2 FT DATE 6/13/23 /+ 'S / 10' _ !p• Z INV. EL Hof 9 ry Y H1.5• R NO. R-21-0843 \ EXlSn1VG OVERHEAD WIRES 70 BE 11 4'4 POP MIN. ___ _ �1/rV �' �' eTw s o ? conformance with the Department's requirements. ES77MA IFD AC7VAL FLOW.- 6.1 GPM D/SCONNEC7FD. '� ° 4' `"4.ss bmit completed form VO M-080 as proof PUMP MODEL PF1503 APPROVED j Z-Z NEW ELEC7RIC SERVICE 70 BE _ 70 i Z�; +4.6 / LEACHING FIELD DOSING.- FOR MAXIMUM OF 3 BEDROOMS UNDERGROUND. / 2 / Design Professional's Certification Required. USING 34 L.F. OF GEOMA 7R/X GEOMA T MODEL 3900.- CONTRACTOR 70 COORDINATE WI7H ,� �� .�-R R R R O �/ \ Submit P.E.or R.A.Certification For 34 LF x 0.25 GAL./LF = 8.5 GAL./DOSE EXPIRES THREE YEARS FROM DATE OF APPROVAL \ LOCAL U77LITY COMPANY / o/ ®~--R R R R s, / Q The Installation and Construction of the Sewage Disposal System DOSE LEACHING FIELD A T 8.5 GAL. PER DOSE M +4.6 •[1jN Use form WWM-073 p / PUMP SIZING.- 7 / k / C0 / \ PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL IPF1503 (OR APPROVED IN ACCORDANCE WITH BOARD OF +p" La �7-_a s E- APPROVED EQUAL) PROVIDING A 20 GAL. VESSEL VOLUME REVIEW DETERMINATION DATED 2/28/23 �9 �� - � �� � � _ � �� St - - - - 20 GAL. VESSEL VOLUME > 8.5 GAL./DOSE (PUMP VESSEL SIZE IS - - - - ° ADEQUA TE) .4.84• N 4' '00" 94.01 5'08• L/M/T OF DISTURBANCE 70 SUBJECT TO COVENANTS Sc RESTRICTIONS LIBER D13204 /. PROPERTY LINES PUMP BA SIN. PROPOSED l/A OWTS- TEST HOLE ORENCO PUMP BASIN MODEL P82460F1 (30 GAL. VOLUME VESSEL) PAGE 4.63 / fUJ/CLEAN USA f7BERGLASS N.TS ADD AN77-f LOA TA 77ON FLANGE' SQUARE (SEE DETAIL, SHEET 2) �838' o� CEN5 SERIES WI7H (2) DEAD � / MEN OR APPROVED EQUAL EL. 36 o.o' cENt / RIM= 5.3f DARK BROWN LOAM(OL) YJIL1 OVd 5 EES F70 (SEE DETAILS SHEETS 2 & 3) EL 2.6 1.0' 1112812022 RELOCA7E SAN/TARP AND DRAINAGE SYSTEM 4.35 4.37 SITE �� 812912022 LZ SCDHS COMMENTS DA TED JUL Y 12, 2022 V 0 PROPOSED ORENCO PUMP 4.41 � BROWN SYL T(ML) cF a AND BASIN (SEE = EL. 0.6 3 0' S BEET o� 6/7/2022 LZ SCDHS COMMENTS DA 7ED APRIL 15, 2022 C� 3�AND DETAIL O WATER I(BRj BROW SILT tiF NP S 3/1 012022 MJW SCDHS COMMENTS DA TED ✓ANUARY 5, 2022 G SEE 12/3/2021 MJW SCDHS COMMENTS DATED OCTOBER 8, 2021 9N ��,P RIM= 5.03• 4.91 ,�,� EL. -a4 4.0' KING S 5.04 0 , �O n 911512021 MJW SCDHS COMMENTS DATED MAY 13, 2021 5•11 WATER/N PALE BROWN +?s + �P �9 + + = FINE TO COARSE SAND Date By Revision 0 1 C) W� eRAWz `ti Desi Designed b MJW Drafted b MJW Checked b MM (SW) o ��0 5 Y Y Y ILLIAGE AA N 1E 15'O�_ 1 EL. -6.4 fo.o' �i�2� �t`p SOIL BORING PERFORMED BY y9 �� ROWE C- ST. LA -A MCDONALD GEOSCIENCE P c^ 0 Barrett (MAIN STREET) (BA AVENUE) �k DATE 1D�21�2020 �� �i� pRWE o Bonacci GROUND WA7ER ENCOUIV rERED 3.0 BELOW SURFACE a , SOIL BORING GENERAL NOTES: 1. WATER LEVEL SHOWN IS THAT MEASURED N THE DA7E Van Weele, Pc w )NOICA7ED AND MAY NOT BE REFZEC77W OF DAILY 'FI SEA SONAL ✓AR/A77ONS IN THE GROUNDWATER LEVEL. Engineers Surveyors Planners z �D nONS ATT THE e�Nc OCAnON ONLY AND ARE KEY MAP 175A Commerce Drive Hauppauge, NY 11788 Nor OTHER aFs AR REPREsnvm AVE OF COND177ONS AT SCALE.- 1' 600 T 631.435.1111 F 631.435.1022 = - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - www.bbvpc.com 1 \�SCTM: 1-15.1 _ HIitorIQ Prolamtion Commission Tax Map No.: DISTRICT '1000 SECTION 26 BLOCK 1 LOT 13 10 01 r 2360 VILLLAGELAGE LANE 1 � r � CTM: 1000-26-1-17.1 I PRIVATE WELL �� / � � 24 PRIVATE WELL 0 VILLAGE NE hel�ltloln I R. _ 3 APPROXIMATE LOCA 2355 VILLAGE LANE TION OF EXISTING WELL APPROXIMATE LOCATION I 1� OF EXISTING to OWTS APPROXIMATE LOCATION SCOFIELD RESIDENCE OF EXISTING CESSPOOL i \ �PcG�E / Y \ 100, APPROXIMATE LOCATION TOWN OF SOUTHOLD SUFFOLK COUNTY, NY OF EXISTING WELL o�22e5 GRAPHIC SCALE SS'°"�` I/A OWTS PLAN WATER (E�• 1. ) H ER HIGH AS DETERMINED B 10 0 5 10 20 40 SCDHS REF# R-21-0843 SIP GRANT# TBD MEAN Y, MHW =s ALTERATION OF THIS DOCUMENT, EXCEPT BY BOUNDAR 21, EQUALS A LICENSED PROFESSIONAL ENGINEER IN -- "TIDAL WETLANDS rs ON ACCORDANCE WITH SECTION 7209 OF NEW 1-21- -J- EN-CONSULTAN ( IN FEET ) YORK STATE EDUCATION LAW, IS ILLEGAL © 2021 BBV PC LM: ORIENT HARBOR Date Scale Project No. Sheet No. j VIEW: i inch = 10 ft. MARCH 25, 2021 1"=10' A190634 1 o 3 Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET 6/28/23 For Pricing 8/7/23 Owner Review 10/10/23 BID SET 01/05/2024 Revised to Engineer 1/22/24 Construction Set 5/10/24 Rev.Electrical 5/13/24 HPC Amendment-HVAC �FtEp ARc KRA Y s�qr 2aao����o FOFc1rc Drawing Legend: 3 Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below 2 — — — — — Guidelines VOO --•-------- Fence 2X4 WALL PACK-OUT AT INTERIOR 101 Door Tag STOOP 4'-0" O -------------------------------- 4 ------------------------------------------ -L 101 Window Tag -------------------- STOOP 6-0 04 —RA —' O ; AM Section X, VEST. 10 WNEW NEW WOOD (1b ENTRYNEW Sheet A-XXX L_� J ST PS STOOP /!\ HALL) p SHELVES p � I D STEPS �� Detail Tag NEWECTRIC DINING ROOM Elevation Tag TOVE 4 WOOD FLOOR l FIN.CEILING i i x SLOPED TO+8'-0" NEW WOOD IL Al FLOOR __TOOP tO o x ^ x Interior Elevation Tag BOARD ID N INSULATED STRUCTURAL I I I � I �� \ SHEATHING AT ALL NEW x DIRECTION SIDING LOCATIONS__ -- I I I I - - FRONT ROOM N WOOD FLOOR 1 Al BATH FIN.CEILING °? ALIGN CLDOORS In _ -200 A-300 + - 0 2'-13/4" R.O.VIF 5'11 1/2" a HALL 1/2" 3 1/2" I — .iv - - - 2' 3'-4' 1'-9 1/2" -8 1/4" 5'-0 1/4" I I it a € 8'-6 3/4' io I r N �--� � I I 12^ TUB 3 a r c h i t e c t Al 3'-0"MIN.— 1: N _ _ KITCF'Q FIN. PROPOSED HVAC SCREENED ENCLOSURE i M- - - POWDER_ I � N ® ®® I TILE FLOOR— - - W D 4 BEDROOM 2 260 H O R T O N S LANE 1 > rn 1 / M WOOD FLOOR 8-3 1/2 MIN HAL iv FIN.CEILING Z POST OFFICE BOX 1 6 0 0 I - WC —_%.4_ SLOPED O C TO+9'-0" F- SOUTHOLD, NY 1 1 971 a m --- - A2- ------------- ---- A2 --- 3'-23/4"-- -- --- - o ---- B --L, LIN. - `000 W CL— g I ' _ I ---- -- - � N � -' � INDOW w------ GABLE m -200 m k a r c h i t e c t c o m �t FLOOR; �_ _, � I ¢ EXISTING GARAGE E NEW WOOD 0- "_1HATCH 10s I (7 EL.+4.43' 00 STOOP O N 1 iq i 3'-3 1/2", 3 1 2" 8'-6^ a: SES c~n 0 ; 60 1 a 0 v R.0.2'- 1/2" 1 VEST. I 110 , ' N STOOP 4'-6" - rl EQ EQ, CL. C1.4 --- - m CL. N 2'-0"- - R i 51/2" 112 N 51/2" M 4111 � - I I M 2 Scofield A-300 Residence iv m 1 3'-4" 7 1/ RO 5'-2 1/2" 4'-0 5/i8" C 1 N O I I O NEW GRADE BEDROOM 1 2355 Village Lane LEVEL PATIO � I � FLOOR WOOD FLOOR I Orient NY 11957 BOARD FIN.CEILING `f DIRECTION SLOPED ' TO+9'-0" i NEW HOSE BIB l C.L.WINDOW V I `a 1 C'I C0 0 O First Floor Plan L_ ___________________-$ -- ------------------- -- __ -_$_-- T-0 3/4^ RO 21-6 1/4" RO 21-6 11/4"11-0 3/4- 01 14'-O" Historic Preservation Commissicri INSULATED STRUCTURAL SHEATHING AT ALL NEW Resolution #: . t1 4 SIDING LOCATIONS Dated: 'V 1 Pro osed First Floor Plan /� _ 1 01 Scale: 1/4" = 1'-0" A © 2024 Meryl KramerArchitect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15121 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET 6/28/23 For Pricing NEW DOUBLE HUNG 8!7/23 Owner Review WINDOW TO REPLACE EXIST.w/ 10/10/23 BID SET TRIM TYPE'B'; 01/05/2024 Revised to Engineer SEE SHEET A-201 1/22/24 Construction Set /24 Rev.Electrical NEW ROOF VENT WHERE EXISTING AND NEW SIDING MEET, NEW CEDAR SIIINGLE ROOFING 5/1 5/10/24 HPC Amendment HVAC WEAVE NEW SIDING INTO EXISTING AND ALIGN BOARDS OVERIEXIST,FRAMING T.O. Ridge at Existing to remain NEW WALL SCONCE TO REPLACE - - - - - - - -- - - - - - - - - - - - - - - - - -E� - - - - - - - - _- - - - - - - - - - - - - - - - - - - - --PdEW-IVAtt•SOONBfi(4-REP bkeE — — — — — — — — — — — — — — — — — — — r�rEL. +23.662' EXIST. - - - � - - - - - - - - - - - - -_ --- T.O. Ridge at Addition — -_ — — — _ — — — ALIGN NEW SIDING JOINT - NEW-GUTTERS-& — — — - EL. +22.162 - ROWNSPOUTS TO I REMOVE VENT - EXIST.DOOR TO REMAIN; ! REPLACE EXIST.WINDOW REPLACE EXIST SAND&REPAINT NEW TRIM TO MATCH ! / / w/NEW DOUBLE HUNG STYLE �FtE�ARC, , EXISTING j E EGRESS WINDOW&TRIM TYPE'A' � j, K 12 1 SEE SHEET A-201 REMOVE COMPOSITE EAVE EXTENSION, f u07 REPLACE w/NEW GUTTER EXIST.TRIM TO REMAIN NEW CEDAR SHINGLE ROOF NEW CEDAR SHINGLE ROOF - EXISTING PTD.WOOD CLAPBOARD SIDINGI -- --- --� �� TO REMAIN;SAND&REPAINT ---- -,--- - ' '9), 4802 y0 — NEW PTD.WOOD FASCIA TO Q 4s, F NEON NEW PTD.WOOD FASCIA TO _ MATCH EXISTING, MATCH EXISTING NEW.PTD.WOOD\ - NEW GUTTER&DOWNSPOUT NEW PTD.WOOD BOARD SIDING TO _ \ CORNERBOARD MATCH EXISTING,TYP.AT ADDITION NEW DOUBLE HUNG C1 D O NEW WOOD STEPS&WOOD 1 Al Al Al C1 C1 Cl WINDOW TO MATCH EXIST. _ \ DOWEL RAILING AS PER NYS CODE a w/TRIM TYPE'B'; NEW DOUBLE HUNG WINDOW TO REPLACE EXISTING w/TRIM TYPE'B' - o SEE SHEET A-201 SEE SHEET A-201 EXIST.DOOR TO REMAIN;SAND&REPAINT, - - NEW PTD.WOOD BOARD _.. SIDING TO MATCH/ NEW FULLSASH WOOD SCREEN STORM DOOR Drawing Legend: T.O. Proposed Raised Finish Floor —`-- / _ _ _! � \ i i ( � I ! I TYP.AT ADDITION EXISTING, P - - - --� _._ - - - - / ! - - - - - - - - - - - - - 3 Wall To Be Removed BFE AE6+2' Freeboard +6 3/4" ! — � — Wall To Remain EL. +8.562' cq =_ - - New W LL I I - ---'k � - L� — T — — - � — - --- - - - - - _, —� _� � -� - - - - - - - - - - - - - - ,_ � I_ I. � > I -I - - - New Foundation Wall Exist. Finish Floor �- - - - ---- --- - - - -------- Lines Above - - - - i � i EL.+5.98' — - --" ------------ Lines Below NEW WOOD STEPS&WOOD L NEW PTD.WOOD CLAPBOARD SIDING TO PTD.WOOD LATTICE - - - - - Guidelines Exist.Grade DOWEL RAILING AS PER NYS CODE MATCH EXISTING EXPOSURE AT VILLAGE AT STOOPS TYP.,T.B.D. NEW WOOD STEPS&WOOD EXIST.WINDOWS&SHUTTERS NEW WOOD STEPS&WOOD NEW RAISED FOUNDATION w/GREY GRANITE PROPO U � ----------- Fence VARIES PROPOSED HVA TION NEW DOUBLE HUNG WINDOW LANE FACADE DOWEL RAILING AS PER NYS CODE TO REMAIN;SAND&REPAINT DOWEL RAILING AS PER NYS CODE STONE VENEER,TYP. GSCREENED TO REPLACE EXISTING w/TRIM TYPE EXIST.FIXED DOOR&TRANSOM Door Tag ADDITION ENCLOSURE 'B';SEE SHEET A-201 TO REMAIN;SAND&REPAINT NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. REMOVE EXIST. NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. ioi Window Tag LEAN-TO SHED AxXxx Section X, Sheet A-XXX Proposed Buildin Elevation Willow Street - North 1 Proposed Buildin Elevation - Village Lane - West 2 Scale: 1/4 1 -0 �� Detail Tag Scale: 1/4" = 1'-0" x NEW WOOD SIDING&TRIM: Elevation Tag (WHERE APPLICABLE): 4 LIFESPAN SOLID SELECT OR EQUAL WOOD SIDING,FASCIA AND TRIM x NEW WOOD STOOPS&STEPS: STOOP DECKING AND STAIR TREADS TO BE x ^ x Interior Elevation Tag IPE 5/4"X 4"BOARDS x STAIR RISERS TO BE LIFESPAN SOLID SELECT OR EQUAL PTD.WOOD,COLOR T.B.D. RAILINGS TO BE PTD.2"1 SQUARE PROFILE VERTICALS W/3-1/2"X 5/4"RAILING CAP AS PER NYS CODE M E R Y L K R A M E R a r c h i t e c t T.O. Ridge at Existing to remain _N_EW PTD,_WO0D TRM_ — — — — — — - 2 6 0 HORTONS LANE EL. +23.662' '.- TO MATCH EXIST. -= = POST OFFICE BOX 1600 (!) TO Ridge at Addition AT NORTH FACADE- - - - - - - - - — - - - a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --_r - - - - - - - - SOUTHOLD, NY 1 1971 -EL. +22.162 I NEW WALL SCONCE f 6 3 1 - 4 7 7 - 8 7 3 6 REPLACE EXIST.WINDOW ' w NEW DOUBLE HUNG STYLE EXIST.DOOR RELOCATED j / E m k a r c h i t e c t c o m EGRESS WINDOW&TRIM TYPE'A' / FROM EAST ELEVATION; t NEW CEDAR SHINGLE 4 •i_ SAND&REPAINT ROOFING OVER SEE SHEET A-201 EXIST.TRIM TO REMAIN EXIST.WINDOW TO EXIST FRAMING REMAIN;SAND& 12 12 - REPAINT �10 NEW CEDAR SHINGLE ROOF 10D NEW PTD.WOOD CLAPBOARD SIDING TO MATCH EXISTING EXPOSURE AT W REPLACE FASCIA BOARD VILLAGE LANE FACADE a C NE W PTD.WOOD FASCIA TO w PTD.WOOD FASCIA a \ \ MATCH EXISTING /' I TO MATCH VILLAGE LANE LLI � NEW.PTD.WOOD �� o I /; GUTTER&DOWNSPOUT EW CORNERBOARD00 QI io i / NEW DOUBLE HUNG STYLE / Scofield ■ EGRESS WINDOW&TRIM TYPE'B' C1 C1 C2 �� VV�1 'e'd v` D D NEW DOUBLE HUNG NEW DOUBLE HUNG I i � B ;� ;': / SEE SHEET A-201 \ I WINDOW TO REPLACE WINDOW TO MATCH Residence i EXISTING w TRIM TYPE'B' WINDOWS AT VILLAGE LN. NEW DOUBLE HUNG / FACADES TRIM TYPE'A' WINDOW&TRIM TYPE'B' j = SEE SHEETA-201 SEE SHEETA-201 rs' SEE SHEET A 201 EXIST.PTD.SHINGLE SIDING _ - -- - NEW PTD.WOOD BOARD SIDING TO y I TO REMAIN,SAND&REPAINT 355 i age a e T.O. Proposed Raised Finish Floor, i u — ro ' _P — — — — — — MATCH EXISTING,TYP.AT ADDITION Orient, NY 11957 �BFE AE6+2' Freeboard +6 3/4° - 12"NEW SHINGLE SIDING TO MATCH EXIST. EL. +8.562' N ! _fy NEW WOOD STEPS& �.. — — — - -- WOOD DOWEL RAILING AS PER - l 1 I NYS CODE 1 L J , -Exist. Finish Floor -- --- - - - ! N > - - --- - '-- -- --I - - - — - - - - - -- - - - EL. +5.98' - - - - - - - -- NEW DOUBLE HUNG Exist. Grade WINDOW TO REPLACE NEW WOOD STEPS&STOOP PROPOSED ADDITION PRO . NEW GABLE ADDITION 10 S Elevations EXISTING;WINDOW TO MATCH w/WOOD DOWEL RAILING PROPOSED ADDITION VARIES WINDOWS AT VILLAGE LN. AS PER NYS CODE 18 EQ BOARDS 16 EQ BOARDS (FACADE w/TRIM TYPE'A' 18 EQ BOARDS PROPOSED HVAC SCREENED ENCLOSURE PTD.WOOD LATTICE PTD.WOOD LATTICE PROPOSED AT STOOPS,TYP.,T.B.D. AT STOOPS,TYP.,T.B.D. ADDITION NEW DOUBLE HUNG STYLE EGRESS WINDOW&TRIM TYPE'B' EXIST.WINDOW TO BE REMOVED NEW RAISED FOUNDATION w/GREY SEE SHEET A-201 GRANITE STONE VENEER,TYP. NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. Pro osed Buildin Elevation - South Pro osed Buildin Elevation - East 4 Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" SCALE:As Noted Historic Preservation Commission Resolution #: Dated: v .AA etiTb A-200 © 2024 Meryl KramerArchitect All Rights Reserved I/A OWTS GENERAL REQUIREMENTS N 1. ONLY l/A 0W15 TECHNOLOGIES APPROVED FOR GENERAL USE IN ACCORDANCE WITH SUFFOLK COUNTY � `lt�REgT 1000-26-1-1E.1 /. / EXISTING WADER S£RNCE(S) DEPARTMENT OF HEALTH STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND IY s SITE SCTM LAN 11," G N M TO REMA/N AL TERNA TINE ONSl7F WASTEWA TER 7REA 1MENT SYSTEMS" MAY BE PROPOSED FOR INSTALLA 770N AND USED -�_ 2395 VILLAGE WELL N / q/Qq cF G ry ON PARCELS AS A MEANS OF SEWAGE DISPOSAL �92 Sf�EEt PRIVATE: OF v. 0� I SUWOODHON MAP 443< 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO SUFFOLK COUNTY CODE F NP MAP OF OUSE BDIVISIAND zp, ws-----____ ws CHAPTER 563, AR77CLE VI/ (SEP77C INDUSTRY BUSINESS) THROUGH THE SUFFOLK COUNTY DEPARTMENT OF 1NG s�EE� I I JOHNJERILY- Et W00DMgpSNO 11245 41 '8z ws-__ -ws; M-- -ws-------ws LABOR LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 563-79. K APRIL 19, 2005 0 I FILED � J. ALL l/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT/N ACCORDANCE WITH ARTICLE 19 OF THE /CO s y SUFFOLK COUNTY SANITARY CODE PRIOR TO THE DEPARTMENT GRAN77NG CST 77FICAT/ON OF COMPLETED `h4 •- NC 4V o C0NS7RUC77ON ON AS BUILT PLANS. a �� 1�0, / o CO�FE�e APPROX/MA TF LOCA 77ON CIF EXISTING Z FROM ADJOINING WELL / SAN/TARY SYSTEM TO BE ABANDONED 4. AN EXECUTED OPERA 77ON AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND ��� �P ST. o MAPLE. � �, TO SCDHS STANDARDS PROPERTY OWNER MUST BE SUBMITTED TO THE DEPAR7MENT PRIOR TO APPROVAL IF THE I/A OW75 'S� �'-�� RowE N ° N REGISTRATION BY THE DEPAR7MENT IN ACCORDANCE WITH ARTICLE 19 OF 7HE SUFFOLK COUNTY SANITARY �'� F -u �+���, 20•• \ EX/STING STEPS ' `tt,s'MAPLE (] 4.6t +4.6 CODE. �'f' Z 73%13•' Z Q 70 BE REMOVED (TYR) Zc` o i MAPLE ' EXIS 1'NG Q / PROPOSED 1 STORY ADD177ON 5. ALL INSTALLED //A OWTS ARE REQUIRED TO HAVE AN IN177AL 3-YEAR WARRANTY AND SHED D 1s' 32.2' U / W/CRAWL SPACE (2'x9.3) SOIL 3 0PERA770NIMAI'NTENANCE SERVICE C0N7RACT. AFTER THE INI77AL 3-YEAR OPERA 77ON AND MAINTENANCE � I O CNTRACTOR 70 AD,/vST BORING SERVICE CONTRACT HAS EXPIRED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN AN OPERA 77ON AND = N O•¢, O MAINTENANCE CONTRACT IN ACCORDANCE WITH AR77CLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. PROPOSED C0NSTRUC77ON EN7RANCE. EXISTING WATER SERVICE AS CONTRACTOR 70 MAINTAIN 2.+5 1 ws LL 0 o NEEDED, /F NECESSARY 6. ALL INSTALLED //A OWTS ARE REOUIRED TO BE SAMPLED IN ACCORDANCE WITH THE DEPARTMENTS THROUGHOUT CNS7RUC770N I 8 O S1LFf DR-18 PVC PIPE® MMIN. PITCH "STANDARDS PROMULGATED UNDER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF INN0VA71VE AND b KEY MAP 0 W 783• Z 3(/)Z qG� -R u R ROOF C.O. -R R R R R AL TFRNA TI NE 0NSI1F WASTEWA TER 7REA TMENT SYSTEMS." I ' EXISTING 20 E vIs N J J 2 / o `�Q` Q` SCALE.- 1" = 600' INN GARAGE w I 4S 1 Ld O< / �� r - . (T�°J 4I 0 7. INSTALLA77ON AND USE OF 7HE I/A OWTS MUST CONFORM TO THE DEPARTMENTS APPROVED I/A OWTS SITE DATA MAPLE IL¢ =Q2 �� I qps 4.st +4.s GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR 'APPROVAL AND 18.2 b I ,4, OWNER ........................................... FREDERIC C. SCOFIELD JR. 77? moo; UN J� �00 1 0 4•a N ( MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER 7REATV SYSTEM." 11305 SPAULDING STREET So" \ 1 >j B-3 L0 / is 2 13.5 PROPOSED DRAINAGE SYSTEM. CONSTRUCTION NOTES OMAHA, NE 68164 4' 0)0- pj O o (6J PRECAST CONCRETE- LEACHING Z p O pI � N c �� 1. ALL MA TER/ALS AND METHODS OF 7HE C0NS7RUC770N SHALL CONFORM TO 7NE STANDARDS AND APPLICANT...................................... FREDER/C C. SCOF/ELD JR. W c _ P�OPOSED GALLEYS SPECIRCA77ONS OF 7HE TOWN OF SOUTHOLD, THE SUFFOLK COUNTY DEPARTMENTS OF HEALTH SERVICES AND 11305 SPAULDING STREET o I CO N �}Z.of / ~� � _ N N 1� STORY (8.5Wx4.75'Lx1.5H- SEE DETAIL, PUBLIC WORKS, NYSDEC, THE MANUFAC7URERS SPEC/F/CA PONS AS APPLICABLE. OMAHA, NE 68164 1- CO s J /° �� F a --1.�rfIDDITION SHEET 2) (n 19 E 0 CY J ti INV EL. 3.0f• 2. ANY DAMAGE TO 7HE PUBLIC RIGHT OF WAY OR NEIGHBORING PR0PER77ES AS A RESULT OF CONS 7RUC77ON SITE ADDRESS ............................... 2355 VILLAGE LANE / e Z W (qRJ WL SPACE) h I OP it AC77P777ES SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE ORIENT, NY 11957 O' � EXIS77NG 19"0 APPLE 7R££ TO REMAIN TOWN ENGINEER. e 976 J CONTRACTOR TO INSTALL 7REE LOT AREA ..................................... 11,590 SF (0.266 ACRES) W I t1^. [4L/ �+�'� (1 O 4 1 PR07FC770N AS NECESSARY. 3. PROJECT DEMOL177ON INCLUDING REMOVAL OF EXISTING FAC/L/TIES, DRAINAGE SYS7FMS, RETAINING WALLS AND W J �O O ° 16.2 V O \tl J o 10.8• 4.4 T 4,, �h, 0 THER STRUCTURES, /S TO BE PERFORMED /N CONFORMANCE W/TH THE REGULA 77ONS OF THE TOWN OF GROUND WA TER MANAGEMENT ZONE ZONE IV NI-3 a ?` 1 // RAISE EXISTING RESIDENCE BY- PROP. a PROPOSED //A OWTS SOUTHOLD, SCDHS, AND ALL OTHER APPROPRIATE AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING I m ILL p / (+2'-1/4) TO FF EL.=8.0 STOOP ( I CONTROL PANELI 7W ALL PERMITS FOR DEM0L177ON AND DISPOSAL OF EXIS77NG STRUCTURES AND MATERIALS s IW I 1 �o a a /�� o vl AND RECONSTRUCT CRAWL (4'x4.5' MAC80R BLOWER UNIT 3 s USE ................................................ BANGLE FA MIL Y DWELLING 0 O Q I ••�i1 \ 2z / o (L Lv Q SPACE INSTALL ABOVE El. 8.0 4. AT NO 77ME SHALL DEBRIS BE BURIED ON 7HE SITE. ALL UNSUITABLE MA7FR/AL AND DEBRIS SHALL BE LE ° Q /C� �, a ( J / DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. ZONING .......................................... R-40 J> 7.0 ° = z (2 BEDROOMS) 2?, 3 a 10.e m 3 I m EX/SUNG TREE TO BE GENERAL NOTES ° EXISTING �, REMOVED (7YP.J /O 5. WHERE FILL MA 7FR/AL IS REQUIRED, l T SHALL CONSIST OF CRUSHED STONE OR BANK RUN SAND AND GRA VEL IN���' \ / ® `� S T Y GRADEEV7 L PROPOSED UNDERGROUND / UNSU/TABLE MATERALFREE FROM ORGANIC OR OTHER BROUGHT ONSUITABLE MA SITE FOR USERIALS.AS FILE ENGINEER RESERVES THE RIGHT TO REJECT ANY J THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY BARRETT, EXS.�ORY N N OR N MASONRY PATIO I I ELEC7RIC SERVICE TO //A 0W7S BONA CCI & VAN WEELE P.C., DATED HWOVEMBER 11, 2019. I 1 LING �'�) 13x14' rn 6. PLACE TRENCH BEDDING AND BACKFILL MA TER/ALS IN LAYERS NOT EXCEEDING 12"IN THICKNESS WHEN USING 2. SEE ARCHITECTURAL PLANS PREPARED BY MERYL KRAMER ARCHITECT P.C. DATED DECEMBER 4, / 10 N N�2355 // DWELLING PROPOSED UNDERGROUND / HEAVY COMPACTION EQUIPMENT OR 6" WHEN USING HAND OPERA IFD EQUIPMENT. CO.MPACnON SHALL BE 95% 2020. I s - ml ELECTRIC SERVICE TO ORENCO MODIFIED PROCTOR DENSITY. N O. 2 3 5 5 m PUMP/8AS/N O J. EXIS77NG UNDERGROUND UTILITY LOCH 77ONS PROVIDED BY PRECISION MARK-OUTS, INC. DA 7FD ZZ.a +4.6 +4.6 7. THE CONTRACTOR IS DIRECTFD TO VERIFY THE L0CA77ON OF ALL EXIS77NG U77LI77ES PR/OR TO BEGINNING WORK o a o RIDGE EL 21.16 PROP. / JUL Y 11, 2020. AND TO TAKE MEASURES AS NECESSARY TO PR07ECT ALL U77LI77ES IN7ENDED TO REMAIN IN PLACE. ,r AP ° STEPPING h 2, I� REL0CA77ON WILL BE COORD/NA7FD AND INSTALLED BY THE C0N7RACT0R WITH 7HE APPROPR/A7E U77LITY F.F. EL STONE OWNER. 4. SUBJECT PROPERTY LIES WITHIN FEMA FLOOD ZONE(S) AE (EL 6) PER FEMA FIRM MAP NUMBER a M/N. �''o �, O ; / 5•98 z2.s' 16SF - _ XP• / J610JC0068H LAST REVISED SEPTFMBER 25, 2009. 50+ +5.0 8. A MIN/MUM OF 10 FOOT SEPARA77ON IS REQUIRED BETWEEN WATER SERVICE LINE/LA7 RALS/MAINS AND THE �I i P! ao / .4 STOOP 10� - 12 EDGE OF ALL STORMWATER DRAINAGE LEACHING STRUCTURES. MIN/MUM 18 INCHES OF VER77CAL SEPARATION 5. ALL ROOF LEADERS TO CONNECT TO UNDERGROUND DRAINAGE SYSTEM. / r WIN. ew 4 ss BETWEEN WA TER SERVICE AND DRAINAGE PIPE. 6. SUBJECT PROPERTY IS DESCRIBED PROPERTY. ° J ��� ? ` _ V INN ,3.4fR � �� ° IRED BETWEEN WATER SERVICE LINE A7FRALS AINS AND THE �. . . .•.•. �, � �� / / 9. A MINIMUM OF 5 FOOT SEPARA 170N IS REQU /L /M o / 23LF-- DR-18 PVC PIPE® 1%M . PITCH N EDGE OF ALL ST0RMWA7FR DRAINAGE NON-LEACHING STRUCTURES AND ASS0CIA7FD PIPING. 7. ELEVA77ONS ARE REFERENCED TO N.A.,VD. 1988. 0 2 � 90�� 10. THE CONTRACTOR /S RESPONSIBLE TO SECURE ALL NECESSARY PERM17s PR/OR TO COMMENCING WORK. 8. ALL MECHANICAL EQUIP., INCLUDING l/A OWTS CONTROL PANEL TO BE INSTALLED ABOVE EL. 8.0 �� 2 O M? hi O , , ^ gpCF 5. +5.0 / SANITARY CALCULATIONS 9. ALL CLEANOUTS TO MADE ACCESSIBLE FOR MAIN7E'NANCE. WIRE 4. FENCE 0+ +50 4 - - PROPOSED 2 BEDROOM DWELLING ®1f0 GPD /BEDROOM = 220 GPD 10. ADJOINING PR/VA TE WELL LOCATIONS SHOWN ARE FROM SCDHS RECORD PLANS. s PROPOSE[) S/L T FENCE. �Q �� -0-0 o o o o o o o o o o SYSTEM DES/GN. CONTRACTOR 70 MAINTAIN ,`0 ,�O oa //A OWTS 11 (ORRENT HARBORAAPPROXIMA TEL Y O FEET USING GOOGLE EAR7N)SUBJECT PROPERTY. THROUGHOUT C0NS7RUC710N 4'81 REQUIRED: 220 GPD RATED SYSTEM / 1 PROPOSED l/A 0WTS PROPOSED: (1) FUJICLEAN USA CEN5 SERIES FIBERGLASS SCDHS APPROVAL STAMP �26,1 NE FUJICLEAN USA FIBERGLASS PROPOSED ORENNCO PUMP IN (SEE PRESSURIZE - LEACHING►� D SHALLOW DRAINS CTo• VOO NSE C ME OR/ES RO (2J DEAD CALCULA77ONS ANDAND S DETAIL) SCDHS RESIDEN77AL OWTS' DESIGN HANDBOOK (TABLEMID)SIGN p,VIEN 10 p,GE ' MEN OR APPROVED EQUAL 5 40 TE RIM= 5.0E --TRIM= 5.0t s 1 B 2� PRIV P 177ON (GRADE AO PERC0LA 77ON RA 7F 1-5 MIN./INCH MA\N 5 5.1 EX/S REMO (TYP.J MEET SEXlS71A GRADE N I CA7FG0RY 1 I/A 0W7S 3.0 GPD/SF (BA CKFILL WITH SP/SW) C 00-26-o'I \ ALONG PROPERTY LINE •4t 10 GE LEACHING FIELD: �M VIU_A EUu VILLAGE EXIS77NG OVERHEAD WIRES 70 BE PROP. GEOMAT 3900 l(2 ROWS) � SG 0 W GEOMA 7RIX GEOMA T MODEL 3900 23 PRIVATE D/SC0NNEC7E0. PROP. ORIFICE 1 8"!� ®2OW ) RATING.• 3.25 SO.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRAINFIELD LANE NEW ELECTRIC SERVICE TO BE (/ s1 CONFIGURA 77ON DOSING RATE. 0.25 GAL./L.F. (SCDHS STANDARD) UNDERGROUND. C0N7RAC7OR 70 COORD/NA7F WITH LIMIT OF D/S7URRANCE 127 APPLlCAT10N RATE ALLOWED: J. GPD SQ.FT. \ \ LOCAL U77UTY COMPANY PROPERTY LINES / GEOMA 7RIX GEOMA T 3900.• 3.25 SO.FT./LF OF LEACHING AREA ADJOINING WELL LOCATIONS - REQUIRED LENGTH OF LEACHING FIELD' 220 GPD/(3.0 GPD/SF)/3.25 SQ.FT./LF= 22.6 LF PROVIDE 2 ROWS AT 12 LF/ROW= 24 LF OF GEOMA 7RIX GEOMA T MODEL 3900 AND OVERALL PLAN ORIFICE DESIGN. �.--- WATER (EL. 1 '2� USING PIPE AND PUMP CALCULATOR SOFTWARE FROM GE0MA7R/X SYSTEM SCALE 1:20 HIGHER NUMBER OF ORIFICES PER LATERAL: 7 14 TOTAL MEAN BOUNDARY AS DETERMINED B ( ) _ EQU ALS MHW NUMBER OF LATERALS. 2 "TIDAL WETLANDS Ei ON 21, SPACE ORIFICES AT 2.0 FT O.C. r LEGEND EXISTING PROPOSED 1-21 EN-CONSULTANTS ORIFICE DIAMETER.- 1/8 IN. RESIDUAL HEAD AT LAST ORIFICE' 5 FT. Blldg Dept copy from zBA 202� r� ORIENT HARBOR M1N/MUM FLOW RATE PER ORIFICE.- 0.43 GPM Final reviewed documents SEP 2 1 BUILDING �I L� USING 2 IN. D/A. MAIN & MAN/FOLD, 1 IN. D/A. LATERAL PIPE ZBA File# r TOTAL DYNAMIC HEAD: 6.2 FT Data: /I`� s' ES77MA7E"D ACTUAL FLOW 6.1 GPM EDGE OF PAVEMENT LOT COVERAGE CALCULATIONS (TOWN OF SOUTHOLD) LOT COVERAGE CALCULATIONS (NYSDEC) PUMP MODEL PF1503 WA TER SERVICE ws DETAIL LEACHING FIELD DOSING.- EXIS77NG LOT COVERAGE. EXIS77NG LOT COVERAGE. USING 24 L.F. OF GEOMA TRIX GEOMA T MODEL 3900.- SCALE 1.10 24 LF x 0.25 GAL./LF = 6 GAL./DOSE ELECTRIC SERVICE E -E E- RESIDENCE- 817 SF RESIDENCE- 817 SF DOSE LEACHING FIELD AT 6 GAL. PER DOSE SHED: 128 SF GARAGE.' 370 SF DRAINAGE CALCULATIONS GARAGE.• 370 SF SHED.- 128 SF PUMP SIZING, ROOF DRAINAGE -R R- TOTAL: 1,315 SF STOOP.- 37 SF PER TOWN OF SOUTHOLD REOUIREMENTS, STORAGE PROVIDED FOR A 2" RAINFALL /N PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL #PF1503 (OR APPROVED EOUAL) PRO14DING A 20 GAL. 412112021 MJW ADD OFFSETS TO PROPOSED ADD177ON TOTAL: 1,352 SF DRYWELLS (MIN.), CONCRETE GALLEYS PROVIDE 32 CF/I/F OF STORAGE PER SF. VESSEL VOLUME 4/13/2021 MJW REVISE BLOG ADDITION/ADD NOTES SANITARY LINE -S S- 1,315 SF/11,590 SF (LOT AREA)= 11.JZ < 209 ALLOWABLE 20 GAL. VESSEL VOLUME > 6 GAL./DOSE (PUMP VESSEL SIZE IS ADEQUATF) 1,352 SF/11,590 SF (LOT AREA)= 11.7Z DRAINAGE REQUIRED Date By Revision PUMP BASIN.- EL=4.90 +ZO PROPOSED LOT COVERAGE Designed by: MJW Drafted by: MJW Checked by: MM SPOT ELEVATION PROPOSED LOT COVERAGE STORAGE REQUIRED: ORENCO PUMP BASIN MODEL PB2460F1 (30 GAL. VOLUME VESSEL) RESIDENCE.- 1,026 SF RESIDENCE,• 1.033 SF X 1.0 X (2"/12"J = 173 OF ADD AN77-FLOATATION FLANGE.• SQUARE (SEE DETAIL, SHEET 2) SANITARY CLEANOUT ® GARAGE.• 370 SF RESIDENCE- 1,026 SF TOTAL 173 OF SHED. 128 SF GARAGE.• 370 SF r E Q TOTAL: 1,524 SF STOOP.• 68 SF STORAGE PR0WDE0. - ""'}1 `""� Ba C1 eft THE O PA 770.- 182 SF 173 CF/32 CF PER C0NCRE7F GALLEY 5.3 GALLEYS � fi 1,524 SF/11,590 SF (LOT AREA)= 13.1.Z < 20� ALLOWABLE STEPPING STONE 16 SF (6) 8.52 x 4.75W x 1 H LEACHING GALLEYS = 192 CF SHED. 128 SF Bonacc i TOTAL: 1,790 SF TEST HOLE 1,790 SF/11,590 SF (LOT AREA)= 15.49' `.''� N.T.S Van Weele, PC PROPOSED 110 SCH40 PVC MANIFOLD PIPE M..,.,_ Y....._: ,w h..;='s EL J.6 0 0• INSTALL COVER AS PER MANUFACTURER OR APPROVt=D PROPOSED 10 PVC SCH. 40 PIPE LA7ERALS PRESSURIZED SHALLOW DRAINFIELD DARK BROWN LOAM (OL) Engineers Surveyors • Planners EQUAL. MAXIMUM S 3' 0 RINGEVE SIONCAS COLLARS MAY ORENCO PUMP BASIN MODEL P82460R LENGTH- 12 FEET 7 ORIFICES PER LATERAL MUST REMAIN FLAT FOR 3 FEET EL 2.6 to, PROPOSEp F.F. ELEV 8.0 BE USED 10 BRING CASTING TO GRADE. RIM. = f5.0 WITH ANn-FLOATAnON FLANGE. SQUARE. ®2 FEET BETWEEN ORIFICES EACH LATERAL 1HEN DROP 1 FOOT OVER 3 FEET. ORENCO PUMP MODEL PF7503 OR APPROVED EQUAL EXISTING F.F. ELEV. 5.98 10'MIN. TO /A 0W75 TANK R/M=t5.0 175A Commerce Drive Hauppauge, Y 117 8 BROWN SILT(ML) T 631.435.1111 F 631.435.1022 18'MANHQL£ 18'MANHALE Ira 24'MANHLY£ GRADE= EL f5.0 �c SLOPE �' 06 30' www.bbvpc.com PROPOSED CLEAN-OUT,•; t5 LF 4"D/A. SDR-35 $ WATER l NO WN SILT SEE DETAIL (SHEET 2) PVC PIPE OR EQUIVALENT �. �" �� OIV7ZET1' PITCHED 1 8' MIN. 8 DIA• SrCH40 P� $w £L. -0.4 4.0' PROPOSED HOUSE' t12 LF 4 0 SDR-35 PIS OR Tax Map No.: DISTRICT 1000 SECTION 26 BLOCK 1 LOT 13 CONNEC77OVV IN f4.0' EQUIVALENT PITCHED 1/4%FT. MIN. OR EO Nr £L. 4.0 UIVpILE ro WATER IN PALE BROWN BOTTOM EL. 4.0 FINE 70 COARSE SAND r QU7ZEr INLET INLET WITH GRAVEL EX/S77NG/ INV. EL. *3.9 INV. EL. t3.7 INV. t3.5 PROPOSED CRAWL SPACE INV. 4.0 /NV 4.0 � SEE DETAIL ON SHEET 2 (SW) GEOMAT 3900 PRESSURIZED 2355 VILLAGE LANE 5'-5" INV t3.3 k) SHALLOW DRAINFIELD EL. -6.4 10.0' HIGHEST EXPECTED GROUNDWATER EL. f 1.0 SOIL BORING PERFORMED BY OF N SC O F I E LD RESIDENCE a'-8.1 4._8., 4'- GRouNOWATER Er. 0.6 Q,( USGS HISTORIC WATER ELEVATION CALCULATION MCDONALD G2 120 0 I/A OWTS GENERAL NOTES DATE:• f0/21/2020 *��\GNp,EI M 2 0� USGS SIDFA 4050380724.'f1104 - S 94489.1 1. GARBAGE GRINDERS AND WATER SOFTENERS SHALL NOT DISCHARGE TO I/A 0W7S GROUNDWATER ENC0UN7FRED J. BELOW SURFACE N TOWN OF SOUTHOLD SUFFOLK COUNTY, NY WELL LAND SURFACE ELEV.A 77ON = 41.0 (NO VD 29) 40.0 (NA VD 1988) 4/07/2010 HISTORIC HIGH = 6.6 (N'GVD 29) 5.6 (NA VD 1988) 2. PROVIDE 6" STABILIZED SAND BED UNDER //A OWTS UNIT, MAX. TOLERANCE OF " IN ANY D/REC770N. SOIL BORING GENERAL NOTES: m 0 �I OCTOBER 2011 RECORD LEVEL = 1.9 (NO VD 29) 1.0 (NA VD 1988) EL. t(--0.4) J. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED NEAR AREA OF I/A 0W1S 1. WATER LEVEL SHOWN IS THAT MEASURED ON THE DA7£ 2N � � wW 4. l/A OWTS SHALL BE TESTED FOR WATER nGH7NESS AFTER INSTALLATION PER SCDHS/MANUFACT7/RER S INDICATED AND MAY NOT BE REFLECnw OF DAILY �a D /q OWTS PLAN /N7FRP0LA 1FD H/STORK HIGH (NA VD 1988) (FUJOL£AN USA CEN5 SERIES SYS7EM TO B£ ELEu. f1•o SPECIFICA TONS. SEASONAL VAR/A7701VS IN THE GROUNDWATER LEVEL. A 72285 G EL. 5.6 - EL. 1.0 = 4!6 FT ANCHORED DOWN WITH(2) DEAD MAN OR HIGHEST EXPECTED GR0UN0WA7LrR£L. j 1.0 5. 17�E DES/GN ENG/NEER SHALL INSPECT 7NE l/A 0W7S PRIOR TO BACKFILL AND DURING SYS7FM START=UP. �OFESSIONP�'�� APPROVED EOUAL SEE DETAILS) 2. 7HE BORING RESUL7S REPRESENT SUB-SURFACE EL. 40.0 - EL. 5.6 = 34..4 FT SECTION VIEW GROUNDW47ER EL. *0.6 . 6. I/A OWTS SHALL BE INSTALLED WITH A 2-0 VENT TO THE ROOF OF THE RESIDENCE OR THE VENT PIPE MA Y BE COIVD/nONS AT THE BORING LOCA7701V OIVLY AND ARE SCDHS REF# NEW SIP GRANT# TBD 4.6 FT/34.4 FT = 13:49 PIPED TO THE EXTERIOR OF THE RESIDENCE AND TERM/NATE 18 ABOVE GRADE WITH A CARBON FILTER. ALL NOT NECESSARILY REPRESENTAnW OF COND/n01VS AT VENTS AT THE EXTERIOR OF THE RESIDENCE SHALL BE PITCHED TOWARD THE I A 0WTS AND MAINTAIN 3' OTHER cocAnoNs ALTERATION OF THIS DOCUMENT, EXCEPT IBY N 3.0' (DEPTH TO G.W. ON-;S(TE)*13.4.�' = 0.4 / A LICENSED PROFESSIONAL ENGINEER IN FUJICLEAN USA CEN5 SERIES SEPARA77ON FROM WINDOWS AND DOORS. ACCORDANCE WITH SECTION 7209 OF NEW EL. 0.6 + 0.4 = EL. 1.0 HIGHEST EXPECTED (GROUNDWATER (NA VD 1988) NITROGEN REDUCTION SYSTEM ELEV fo.o 7 I/A OWTS SHALL BE INSTALLED WITH (2) 20" SCREW DOWN IUF--777F LOCKING COVERS WITH SAFETY SCREENS YORK STATE EDUCATION LAW. IS ILLEGAL © 2021 BBV PC N.T.s AND (1) 24" SCREW DOWN 7i)F-777E LOCK/NG COVER WITH SAFETY SCREEN. Date Scale Project No. Sheet No. O� ^ LM: MARCH 25, 2021 1AS SHOW A190634 L VIEW: CAAFaELL FRAME t C WR MICVa Aa 17x5 nW KNOCKOUT 14'cwnwMc ae APPROWD EWAL - -- DIA.TO MA TCH S VACER OR awD PLu: ROOF LEADER 2-1L2"VENTILATION PIPE (gal) PIPE DIA. CHAMBER Volume al � r % 1C7Y OW'CCAt M PAD SCUM BAFFL B I Sedimentation Chamber 277 7'-10'�' ® ® (EACH SIDE) r:,ice: .•: - r a �2 Anaerobic Filtration Chamber 278 �' ,I I SEE ARCHI7ECIS 1` - 2'-10-t" 2'al' 2'-03' / PLAN FOR ROOF a 2 a Q3 Aerobic Contact Filtration Chamber 127 LEADER DIA. � � E R U N Storage Chamber 3 AR LIFT PUMP ® � Disinfection Chamber PIC FWW O ISINFECTION Total Volume 749 3--FOOT SQUARE: CYLINDER(OPTIONAL) DEADMAN ORENCO MODEL FL24G END VIEW - END WALL 4e•aevws•aaow ao•WW 4"INLET PIP °OUTLET PIPE SPECIFICATIONS 24" GASKE7FD FIBERGLASS MODEL A Anaerobic Media PP/PE Filling Rate 32% LID WITH S.S. BOLTS ORENCO INTERNAL SPLICE BOX 4"I Typ 7-10" 4`�" ! Board Type Aerobic Media PVC/PP/PE Filling Rate 16 0 MODEL S64 ••► -► © Aerobic Media PP/PE Filling Rate 57% 4"0 GROMMET INLET ORENCO 1-1/4"0 DISCHARGE ASSEMBL Y 8-6" RECESSED wFFLUENT MODEL HV125B 5" CONCRETE _ (2 AIR LIFT PUMP TankBlower 2.8 FRP fin PIPE MODEL G4L COVER 4"� SDR35 PVC FROM TOP VIEW - - - K +� ALMWVA1E H' INLET BAFF (D Q Piping PVC/PP/PE 1 Access Covers Plastic/Cast Iron FUJICLEAN USA FROM 1-1/4"0 TRANSPORT LINE TO - - - - - /N ALL VIEW$ USE AL70?NATE -A'FCR BENDS,• USE ALIERNAIE -8'FOR BU/LD/NG Disinfectant(Optional) Chlorine Tablets -I 57MS COAWECnANs SERIES FIBERGLASS GRAINFIELD, INSTALL GROMMET G125L I- E7Y7EN / FINISHED GRADE CLEANOUT DETAIL DRILL 1/8" GRAIN HOLE IN ELBOW (SEE PLAN) RECIRCULATION PIP LOW BAFFLE 1/2"AIR INTAKE R 3Z a:EAN01/T DETAK Fa4 AREAS Aor StezoT 7o Iat vAm 1RAfF/C FLOW OPENING(TYP. (CLEANING OPENING) B 8 N ORENCO FLOA ASSEMBL Y KNOCKOUT DIA.TO MA TCH ROOF \�%` 0.9 DRILL 1/ " DRAIN HOLE ' �� �� N.rS PLAN VIEW T MODEL MFJP21FS LEADERS PIPE DIA. 12 2=0" -DISINFECTION 24"MANHOLE ABOVE CHECK VALVE YB ON/HIGH WA 7FR ALARM (EACH SIDE) 0.7 ' 18"MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP CYLINDER(OPTIONAL) R R. OFF ELEV f4.15 „ ATTACH PANEL TO MCAAA LOW OPENING W LOW WA7FR/REDUNDANT OFF _ _ ___ � , END VIEW - INTERMEDIATE WALL WDOD PANEL - - - -- -- ORENCO HIGH HEAD PUMP 1 -1 �av ATTACHED TO MCA 4 X MODEL PF1503 OR APPROVED EQUAL ® ® ` ® ® p 4" POSES 1-°L. STEEL LIFT RING (3) a v +I ,I NO7TS. POST DEPTH 36" M/N. 8 1- CARD TYPE CONTACT MEDIA N REINFORCED CONCRETE AN77-FLOA TA 7EON ® ® ® I BELOW SURFACE -it-- t DIM.- 36" DIAMETER x 12' DEPTH, EMBEDDED 6" ELEV. f2.6 1. NA77W MA7FRIALS SHALL BE EXCAVATED 6'--0" (INSTALL ABOVE EL. 8.0) DRY WEIGHT 3" SQUARE DEADMAN 1,124 LB MIN/MUM INTO VIRGIN SIRA TA OF SAND & GRAVEL OR TOTAL BASIN BUOYANCY 1,129 LB AT 6FT 10 TO PROPOSED BOTTOM ELEVA77ON OF S7RUC7URE, 15 A POWER FROM PANEL SUBMERSION TYP y 6" WHICHEVER IS DEEPER, AND RATED FOR SUITABILITY USE BREAKER 36" AN77-BUOYANCY (3' SQUARE DEADMAN).- 3,296 TYP DUMMY CUP, TYP. AS BACKFILL MA7FRIAL BY THE INSPECTOR. O 1 LB (292Z) LEACHING HOLE, TYP. 2 IF NA 77VE MA 7ERIALS ARE RA TSO SUITABLE, THE POWER LINE TO A SSSEMBSEMBLY FLOAT 5'-5' 5'-5" LATION OREIVCO SIMPLEX DISCHARGE ELEV f0.6 (HIGHEST GROUNDWA7ER ELEV.) CONTRACTOR MAY USE THEM AS BACKFILL PROVIDED ORENCO PUMP THAT ALL S7RUC7URES ARE WRAPPED WITH DRAINAGE AIR LINE FOR ALARM 4'48" 4'-38" 4'-28" BASIN DETAIL BASIN WITH FLOW SIDE VIEW FIL7E? FABRIC APPROVED BY THE INSPECTOR. J. IF NA 77 VE MA 7FRIALS ARE RA 7FDI UNSUITABLE, ALL ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS MODEL P624605' BACKFILL MATERIAL SHALL BE CLEAN SAND AND 15 A POWER FOR 0 3 GRA VEL CONTAINING LESS THAN 159 FINE SAND, SILT COMPRESSOR 0 LEACHING GALLEY DATA AND CLAY (SILT AND CLAY FRACTIONS NOT TO USE BREAKER / AEROBIC MEDIA BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL EMERGED CONCRE TOTAL AN77-BUOYANCY �• f + (INCHES) (GALLONS) SUBMERSION COVER DEP7H AN77-BUOYANCY AN77-BUOYANCY FACTOR OF EXCEED 59). IN ADD/77ON, THE CONTRACTOR SHALL (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT WRAP ALL STRUCTURES WITH DRAINAGE FIL TER FABRIC WALL HGT. AREA (SF) GAL TOTAL SIZE ANGLE (Lb.) OR PLACE#30 ASPHALT ROOFING PAPER OVER THE AERATION ASSEMBLY 72 135.36 1,1.28.90 66 648.24 3,295.94 292X 1'-0" 17.0 32 239 12 3 4" X 6" 14 DEG. 4,150 TOP OF 7HE COLLAR. AIR COMPRESSOR 1'-6" 25.5 48 359 16 3 4 X 6 14 DEG. 4,730 4. ALL BACKFILL MA7FRIAL SHALL BE COMPAC7ED BY ENCLOSURE W/BASE / SECTION A-A VIEW SECTION B-B VIEW 2'-0" 34.0 64 479 20 3 4 X 6 14 DEG. 5,325 JETTING OR OTHER APPROVED MEANS. (INSTALL ABOVE EL. 8.0) / 2'-6" 42.5 80 598 26 3 4 X 6 14 DEG. 50905 5. ALL PROPOSED ROOF DOWNSPOUTS SHALL BE AIR LINE TO 314 MIN. TO THE PROPOSED DRAINAGE SYSTTM. FUJICLEAN USA CEN5 SERIES FENCE'POST 3'-0" 51.0 96 718 34 3 4 X 6 14 DEG. 6,'�5 6. CONCRETE 4,000 PSI 028 DA YS 1REA 1MENT TANK 3'-6" 68.5 128 957 40 3 4 X 6 14 DEG. 7,675 7• REBAR TO BE ASTYBRI A STY -18-5RADE 60 FUJI MAC80R BLOWER UNIT NITROGEN REDUCTION SYSTEM 4'-0" 68.0 128 957 48 3 4 X 6 14 DEG. 7,675 8. WELDED WIRE FABRIC AS11U A-1B5 9. DESIGNED FOR AASHTO HS-20 LOADING N.T.S 02008 LONG ISLAND PRECAST, INC. 10. TOP SLAB AND WALL ARE MONOLITHIC NOTE. N.T.S Mt90DV MIRE FENCmow&14-f/2 BROOKHAVEN, NY, 631-286-0240 HEAVY DUTY STORM LEACHING GALLEY 1. DETAIL PROVIDED BY MANUFACTURER. FUJICLEAN USA N07E GA., 6 X6'ME:SFI pi9pNG) W7H RLETR iMO7N 1. DETAIL PROVIDED BY MANUFACTURER.• FUJICLEAN USA N.T.S. -� GRADE TO DIVERT 6W" �M� RUNOFF I I MODEL SPECIFICATIONS MAC SOR UNDISAIRBED AIRFLOW 28CFMiR I - T I1 GROUND FLOW EQUAL/ZA E NORMALPRESSURE 2.2PSl POWER izov/,oAieoH� i_i�a- �T - VAL VF BOX W/CAP n =III;_ 1. INSTALL CLEAR PIPE INTO BALL VAL W OUTLET CONNECTION 3I I LBS COMPACTED 8*211c ILL 2. OPEN ALL VALVES WEIGHT 11 W POWER CONSUMPTION 55 W 4 1' SUP PLUG J. 7URN ON PUMP AND NOTE' ELEVA77ON OF WA7ER IN EACH P/PE. „ T. POWER CABLE 6FEET FINISHED GRADE Ea/BED F1L7E74 CLOTH A 1" PVC SCH 40 BALL 4. EQUALIZE HEIGHT FOR EACH ® 48" HEAD WI TH BALL VALVE•AT e APPROVED BACKFILL M/N. OF 6'/N GROUND. w Installation/Operation r Maintenance Notes VAL VF START OF LA 7E•RAL. o -Install blower on concrete base Ensure adequate ventilation •� 5. AF7ER EQUAL/ZA 770N, TURN OFF PUMP AND REMOVE PIPES. CLOSE and protect against sunlight. /��\��\\ -Maintenance requires a trained technician 1 PVC SCH 40 VALVE AND REINSTALL PLUGS. q EXISTING SOIL -For maximum efficiency,inspect and clean internal air filter SWEEP 90 once every 3 months TO REMAIN SECTION -Replace diaphragm/valve assembly once every 12 months / �l 1 (Note A damaged diaphragm will trigger the Automatic-Stop GALVANIZED D-RING 7a 78 function). OR SHACKLE (2 PLACES) /\\\ I i POLYESTER 13' �9� \/ FUJICLEAN USA STRAP WITH I �oM, I GALVANIZED TURN �/ MODEL #CEN 5 EYELETS (2 PLACES) Ap SY p E/N PLAaW CE ON 6" BED " + DRAINAGE dHANNEZS OF PEA STONE 1 PRESSURE LATERAL BUCKLE (2 PLACES) \\/\ TANK \\\\ PRECAST CONCRETE DEADMAN WITH (4) ` SECTION " / :: #4 REBAR (2 PLACES) `B07TAN OIL DRA/NAi6r I r 1 PVC SCH 40 COUPLING CUT-AWAY %, CHANNEL CIR SLOWS 6.5 j\\\` PRECAST CONCRETE DEADMAN `•^ DRILL 1•'0 HOLE TO ACCEPT 1 O SCH. 40 PVC D/S7R/BU770N P/P \\\% BY DIAMOND PRECAST GALVANIZED 3/4" EYE BOLT WITH ����� /�� 18" WIDE x 8" HIGH x 96" LONG FLAT WASHER TOP AND BOTTOM \ (SEE"SE07700 0 � � S'EC/F7ED ORIFICE HOLES(1/8'0 2FT D.C.) (4 PLACES) LA OVWV MIRE fENCE(14-1/2 O � GEOMAT CORE 6EOGUAROEF C CACEL��-D SHEET i) 36 M/N. Lmo7H FENCE POST ���X66MEW-AaVG) 8„ CONCRETE DEAD M A N D/7 WV MIN. 16 /N7t0 GROUND. FABRIC F 0 R FUJI CLEAN C E N 5 TANK 10MAXC. 70 C N.T.S. PLAN - w A ;"d�?y:'v':r>n,'sy��.<t�s ANCHORING METHOD 2 -y ,6 v;mot L:::1^'xrr DISTAL HEAD PORT SCHEMATIC ' 1. DETAIL PROVIDED BY MANUFACTURER. FUJICLEAN US NOTE. ,r>r�6-..rt h c:�:;a ,�, ,q -Y„,r rah Z Q 39" ^, ' RExIOVE UNSUITABLE �_ „ � I---a --�I Bldg Dept copy from ZBA '.ter" ^` 3 �i::f:;,s'r4i':.�•;r a8 Final reviewed documents >; EXCAV TE AL ZBA File O "'i:�:�}"` EXCAVAIF ALL OL GRADE TO DIVERT 3 o j AND SC SOILS DOWN RUNOFF j TO EX/S77NG SP/Sw FUJI MAC80R BLOWER UNIT SOILS BACKFILL W17H 6�NEMAMV OV70 a?sz�LHANNEZ 6�. GEOMAT 3900 LEACHING SYSTEM CLEAN IMPORTED N.T.S SLEAN SOILS VALVE BOX WITH NOTE.' ELEVATION CAP 1. DETAIL PROVIDED BY MANUFACTURER.• F7J✓/CLEAN USA 1"PVC SCH 40 PVC SCH 40 BALL 2x1 PVC SCH CROSS-SECTION 2. INSTALL ABOVE ELEVATION 10.0 (NAVD1988) NOTFS.- PRESSURE LA TERA. VAL VE FLOW O 40 7LrE 1. WOVEN WIRE FENCE TO BE FASTENED SECUREL Y TO (REFER TO GEOMA T 2" PVC SCH 40 N.r.5 FENCE POS75 WITH WIRE 77ES OR STAPLES. POSTS DETAILS) O MAN/FOLD PIPE ABSORP7701V 7RENCH Date By Revision SHALL BE STEEL L77HER 'T' OR 'U- TYPE OR HARDWOOD. 2" PVC SCH 40 Designed by: M1W Drafted by: M1W I Checked by: MM MAN/FOLD PIPE 1 7i0P OF SLOPE o'IFL� 2. FILTER CL07H 7 BE FASTENED ,SECURELY TO WOVEN 40 7TE M W1RE FENCE- W77H 77ES SPACED EVERY 24"AT TOP 2X1 PVC SCH MEET EVS77NG GRADE AND MID SEC770N. FENCE SHALL BE Wi7VFN W1RE; 6" PLACE ON 6" BED N MAX/MUM MESH OPENING. OF PEA STONE 1"PVC SCH 40 1-PVC SCH 40 "� Barrett 3. WHEN 71+V SEC77ONS OF FILTER iCL07H ADJOIN EACH SECTION PIPE PIPE N 50'MIN. 07HER 7HEY SHALL BE OVERLAPPED) BY SIX INCHED AND Fk 7H FOLDED. .7ER CL0 SHALL BE E/17HER FIL7ER X, M/RAD/ PLAN f00X, STABILINKA 7740N, OR APPROVED EQUIVALENT. I V. EX/S71NG 3=0' EYlS11NG Bonacci 3H GROUND PAVEMENT NOTE C MAX. 4. PREFABRICATED UNITS SHALL BE GEOFAB, THE VALVE SHOULD BE THE HIGH POINT, ENV/ROFENCE, OR APPR.I D EOU/VlALENT. WA lER SHOULD DRAIN BACK TO THE PUMP VanWeele, PC 5. MAIN7EPIANCE SHALL BE PERFORMED AS NEEDED AND TANK AND TO GEOMAT TO PREVENT FREEZING �.. MA7FR/AL REMOVED WHEN BULGES' DEVELOP IN 7HE S/LT FENCE. 2'STAVE OR a o7H (OP7IANAL) Engineers • Surveyors • FILTER MOUNTABLE BERM Planners SILT FENCE DETAIL FLOW EQUALIZATION VALVE SCHEMATIC RVeni v cmar7E PROFLE 175A Commerce Drive Hauppauge, N>s TYPICAL ABSORPTION ppauge, NY 11788 50'MIN. T 631.435.1111 F 631.435.1022 TRENCH LAYOUT www.66vpc.com VALVE BOX WITH CAP Tax Map No.: DISTRICT 1000 SECTION 26 BLOCK 1 LOT 13 b i THE BOTTOM OF THE 110 PVC " � EXISTING � OF NFL 2355 VILLAGE LANE 2"xl" PVC SCH. 40 D/S7RlBU710N PIPE 1 PVC SCH. 40 CLEANOUT AND DISTAL C' G�,,PEL M� �O SITS ABOVE THE FIELD ON THE DIS7RIBU77ON PIPE VALVE BOX WITH GROUND SCH. 40 TEE 1"o PVC SCH. GEOGUARD ORIFICE SHIELD AT EACH ORIFICE $ HEAD PORT * �� SCOFIELD RESIDENCE 40 BALL VAL l7E GEOGUARD ORIFICE SHIELD LENGTH= 34 FEET (18 ORIFICES PER LA 7ERAL SPACED 2.0' APART) 1" GEOMA T CORE FABRIC (SEE DETAIL) q N w 12'M/N. OR MATCH � �� ADJACMr ROAD WD7H - TOWN OF SOUTHOLD SUFFOLK COUNTY, NY PLAN ZN �vtcl N07E 0�2285 MAINTENANCE 70 INCLUDE PERIODIC RIP 12 M/N. �SSIONP�' I/A O�S LAN 1'F/ PVC SiCH. 40 PIPE REMOVE UNSUITABLE NA77VE SOILS, DRES9NG /NTH ADD/77ANAL SM E AS AS NECESSARY. EXCA VA IF DOWN TO ii REWIRED 210 PVC S.CH. 40 MAN/FOLD PIPE EXISTING SW/SP SOILS. BACKFILL WITH 3 SCDHS REF# NEW SIP GRANT# LENGTH= if•8 FEET CLEAN I/VPOR7FD SW/SP SOILS. Z STABILIZED CONSTRUCTION ENTRANCE ALTERATION OF THIS DOCUMENT, EXCEPT BY ::5 IN GEOMAT 3900 PRESSUREIZED SHALLOW DRAINFIELD �p�• NTS A LICENSED PROFESSIONAL ENGINEER (�j ACCORDANCE WITH SECTION 7209 OF NEW YORK STATE EDUCATION LAW, IS ILLEGAA L 1 2021 BBV PC �: NTS pl. Date Scale Project No. Sheet No. 2 0� 2 VIEW: MARCH 25, 2021 NTS PAllroi 4 Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9.21.21 ZBA �v SD ARC 44/44/ 0�5 _jI~ KR.111� CO 01 110, y� 024802 �O �k co F OF NEB 25.3' Q 5.0'x 6.0' 4 STOOP TO STREET 4.0'x 5.0' STOOP M mCo STOOP C9Q 2 EXISTING \� �� p 4 Drawing Legend: �HOUSE �. Q `�� — — — — [ _ _ _ _ _ _ j Wall To Be Removed I O Wall To Remain 00� New Wall I p a4Wv New Foundation Wall -——————- Lines Above LL ' rn °� Q ~'� EXISTING ------------ Lines Below I j 0 S CO ND��,\ GARAGE — — — Guidelines '- ARYF �, TO — — — —- Fence a ' RONT Y REMAIN 2.0 Z ARO sol Door Tag j SFT j 1oi 4.0'x 4.5' ( '-PROPOSED i ' % Window Tag STOOP I Q /ADDITION ' ii " 196 SF i / / Section X, Sheet A XXX of ;13_ ch '. .. ., r Detail Tag x D 14.2' PROP.ADDITION x I Elevation Tag 10 Iz x I x x Interior Elevation Tag 35.0' I v O V> x PRIMARY FRONT YARD I W iD a . EXISTING SHED TO ;1 REMAIN -- i M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE ! POST OFFICE BOX 1 600 SOUTHOLD, NY 1 1971 \ 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m Scofield Residence 2355 Village Lane Orient, NY 11957 Site Plan SCALE:As Noted Bldg Dept copy from ZBA N Final reviewed do uments ,\ ZBA File # t,, A-001 1 Proposed Site Plan �at�,:� ,I� ,<< Scale: 1/8" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Sep 12.17.20 HPC 8.19.21 Amended Disapproval 9.21.21 ZBA 1. KRA'�F -A � x - 024802 F oD�E`N Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below ---.---•— Guidelines T.O.WALL TYP. Fence i_-------___ 101 Door Tag ------------------------------------------------------------- EXIST.CRAWL Window T ag I ACCESS HATCHI I' ABOVE,VIF SectionX, Sheet A-XXX I 4 _I_ � ( v}—t� Detail Tag — — O L--------; - � � � I � I � � - x Elevation Tag 1 I I —I--J I 1 — I/ 1 O I 1 I0I 1 1 O 1 I ----� 1 I I I I 1 I I I I I T.O.WALL TYP, x - - - . - - - � I i � I I �----- � _11" x Axxx x Interior Elevation Tag ------------------�---- x NEW CRAWL i 00_ FLOOD VENTS: 4 S"X 16"FLOW THROUGH DUAL FUNCTION SMART VENT 00 MODEL 1540-510,STAINLESS STEEL FLOOD VENTS,TYP. C.L.FLOOD VENT P y i FLOOD COVERAGE 200 SF PER UNIT +WINDOW ABOVE > r - - - - • r - - ' r - - - - ' I I A O #OF FLOOD VENT UNITS:5 t I I I I I I I io p BASEMENT FLOOR AREA:906 SF 1 O 1 1 l0l 1 I O I 1 1 I I I 1 ► I fO BOTTOM OF FLOOD VENTS TO BE LOCATED AT GRADE � - I I I T.O.DROP.WALL. /, ` �/AS REQ.FOR H R.I r — - _ — M E R Y L K R A M E R , a r c h i t e c t T.O.WALL---I , LL i O > I VET I Iz 260 HORTONS LANE I C) < NEW CRAWL I ~ POST OFFICE BOX 1 600 Z' _ - C.L.FLOOD VENT - ----------------------- ----� 8° NEW CRAWL 1 3 > ? rn +wlNDowABovE S O U T H O L D, N Y 1 1 9 7 1 ACCESS HATCH Iwo 6 3 1 - 4 7 7 - 8 7 3 6 U>1 I- ABOVE I Z a � \ >�a I I I I mkarch i t e c t c o m 0' I _ rh I � 00 � I r � - - , III I t I f ION, I I I I I r-----• I I I I � I L-------J I � I � I � I NEW ADDITION ABOVE THIS AREA t I I r 1 cM O I I I 1 1 I I I I � I I I I I I I I I I I I VENT VENT I I � I ----------------------------- W (W Foundation Plan W 3 W m zj) zi 0' 0'3 0o So Lj-Z U.Z J3 -13 Foundation Plan " + + 1 Scale. 1A = 1'-0" SCALE:As Noted Bldg Dept copy from ZBA A- 1 00 Final reviewed doquments ZBA File# -7:56 i Date:,' / / © 2020 Meryl Kramer Architect All Rights Reserved Issue Date. Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9.21.21 ZBA ED ARCy/T \� y%_KRAM (P� 024802 41 O F N Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below 2 —•-----•— Guidelines A200 —"—"—"— - Fence 101 Door Tag ----------------------------------- - -----------------------0-- --------- sos Window Ta r------------------------------- -- ------------------ ----- ---------------L g d El I , o N�TA CH I o VEST. o I Axxx-- Section Sheet A-XXX NEW 1b 1 ENTRYNEW ODD WOOD /! HALL CL. rf� SHELVES Detail Tag I T STOOP PS 20 SF EW x 101 114 0 AS DINING ROOM STEPSElevation Tag I 1 OVE WOOD FLOOR FIN.CEILING x :y SLOPED TO+8'-0" Al NEW WOOD x O x Interior Elevation Tag D STOOP INSULATED STRUCTURAL x 30 S \ /— SHEATHING AT ALL NEW \\ \ _ SIDING LOCATIONS LI - __-__ __- _-__--_---_ I I � I I I I I I FRONT ROOM 1 Al I WOOD FLOOR ALIGN CL DOORS � BATH FIN.CEILING I l o TILE FLOOR A200 ' 1 +7'-4"VIF HALL OI' S ' 1 L�J m H2O W C i M E R Y L K R A M E R j o -----, a r c h i t o c t I I r I I KITCHEN.- F.. I - i �—, Al CO POWDER I I 1 ( -- - - - _ BEDROOM 2 2 6 0 HORTONS LANE W/D WOOD FLOOR C HALL POST OFFICE BOX I600 30e I I FIN.CEILING REF. // 2 i WC ---- TOOPED � SOUTHOLD, NY 1 197 1 I I O J I I ___ --------- ___ LIN. CL I 3 6 3 1 - 4 7 7 - B 7 3 6 -------------- ---------- ---- ---- - �- - --- --------- WINDOW g ------ A2 A2 :5 - FLOOR +GABLE A200 EXISTING GARAGE m k a r c h i t e c t c o m NEW0 D NEW WOOD I HATCH 10s - ; ;STOOP EL.+4.43' T IPS 18 SF i I ! o ' VEST. I i� 110D I I I -----, 1 IL I I ' 111 CL. ---- I 112 Scofield I , I I I 1 Residence NEW GRADE BEDROOM 1 2355 Village Lane LEVEL PATIO WOOD FLOOR Orient, NY 11957 I ' FIN.CEILING ' 1 SLOPED TO+9'-0" I First Floor Plan I ------ C2 ------------------------- C;2 --------- INSULATED STRUCTURAL SHEATHING AT ALL NEW 4 SIDING LOCATIONS A200 SCALE:As JNoted •V MaIMV� t Floor Plan Bldg Dept copy from ZBA A" 1 0 1 �� Final reviewed documents- 1 -0 ZBA File# 75 Date: © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9.21.21 ZBA D ARCy�� s'r �C- 024842 O 9rF OF NEB Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -——————- Lines Above ------------ Lines Below — — — — — Guidelines — — — -- Fence 101 Door Tag O101 Window Tag Section X, Sheet A-XXX Detail Tag �--�? ! NEW METAL FLUE TO x � REPLACE EXIST. Elevation Tag MASONRY CHIMNEY �d EXIST.RR TO REMAIN EXIST.RR TO REMAIN X x O x Interior Elevation Tag x NEW SHINGLE EXISTING ROOFING AT EXISTING STORAGE ' ROOF M E R Y L K R A M E R j NEWS INGLE a r c h i t e c t ROOFING AT EXISTING ROOF 2 6 0 HORTONS LANE POST OFFICE BOX 1600 NEW SOUTHOLD, NY 1 1971 SiHiNGLE ROOF 6 3 1 - 4 7 7 - 8 7 3 6 E m k a r c h i t e c t . c o m EXISTING GARAGE Scofield - - -- - -- - - - - Residence NEW SHINGLE ROOF 2355 Village Lane OVER PF OPOSED Orient, NY 11957 ADD TION Second Floor Plan SCALE:As Noted 1 Proposed Second Floor Plan Scale: 1/4" = 1'-0" Bing Dept copy from ZBA A- 1 O 2 Final reviewed documents ZBA File# '7,5s"�; Datc:,3/ )-i J © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8,19.21 Amended Disapproval 9.21.21 ZBA X ED ARC,y CA r". 0248132 OF NE`N Drawing Legend: Wall To Be Removed Wall To Remain New Wall ii New Foundation Wall -——————- Lines Above ------------ Lines Below — — — — — Guidelines — — — —- Fence 101 Door Tag 101 Window Tag �Axxxj— Section X, �� Sheet A-XXX 9-0 Detail Tag Elevation Tag x NEW METAL FLUE TO REPLACE EXIST. �`.�..1; MASONRY CHIMNEY x Axxx x Interior Elevation Tag x EXIST.ROOF; EXIST.ROOF; NEW CEDAR SHINGLE NEW CEDAR SHINGLE ROOFING ROOFING SLOPE SLOPE SLOPE -ri M E R Y L K R A M E R a r c h i t e c t EXIST.ROOF; NEW CEDAR SHINGLE - ROOFING 2 6 0 HORTONS LANE POST OFFICE BOX 1600 nw SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m NEW ROOF; CEDAR SHINGLE ROOFING EXISTING w GARAGE a O U SLOPE SLOPE -:-.- --._.-.-.- --. -.---. Scofield Residence LINE OF EXIE TING ROOF 2355 Village Lane NEW ROOF; Orient, NY 11957 CEDAR SHINGLE ROOFING Roof Plan SCALE:As Noted N &ROO f Plan Scale: 114" = 1'-0- Bldg Dept copy from ZBA A- 1 03 Final reviewed documents ZBA Fi►e# jV/ Date;` / 7�-.. © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9.21.21 ZBA NEW DOUBLE HUNG WINDOW TO REPLACE EXIST. w/TRIM TYPE'B; NEW METAL FLUE TO SEE SHEET A-201 REPLACE EXIST.MASONRY CHIMNEY WHERE EXISTING AND NEW SIDING MEET, NEW CEDAR SHINGLE ROOFING NEW ROOF VENT WEAVE NEW SIDING INTO EXISTING AND ALIGN BOARDS OVER EXIST.FRAMING T.O. Ridge at Existing to remain - - - - - - - - - - - - - - - - - - - - - AttSCONC"O-REPbkCEf-ftST —.; - - - - - - - - - - - - - - - - - - - -NEiIV-WALL-S£ONOETO-REPLACE-EXIST- - - - i_ T.O. Ridge at Addition ALIGN NEW SIDING JOINT — - - - - - - - - - - ;� - - - - — - - — w]606F�BOAFFD� - - - -I - - - — - - - - - - - - - - - - - - - - -NE-bV-GUTT-ERS-& — — �EL. DOWNSPOUTS TO REMOVE VENT REPLACE EXIST.WINDOW A I { EXIST.DOOR TO REMAIN; FLED I �• w/NEW DOUBLE HUNG STYLE: REPLACE EXIST. R SAND&REPAINT ( E EGRESS WINDOW&TRIM TYP1E'A' c'S/ 1 , I NEW TRIM TO MATCH EXISTING SEE SHEET A-201 REMOVE COMPOSITE EAVE EXTENSION, REPLACE w/NEW GUTTER 12 ; ' EXIST.TRIM TO REMAIN 1110. �¢ NEW CEDAR SHINGLE ROOF 10� i NEW CEDAR SHINGLE ROOF N � ' EXISTING PTD.WOOD CLAPBOARD SIDING I S G 00 C Or S � TO REMAIN;SAND&REPAINT + ��` �24802 Q- NEW PTD.WOOD FASCIA TO — NEW PTD.WOOD FASCIATO OF NE`N I I MATCH EXISTING MATCH EXISTING, � I � NEW.PTD.WOOD � -- CORNERBOARD NEW GUTTER&DOWNSPOUT NEW PTD.WOOD BOARD SIDING TO MATCH EXISTING,TYP.AT ADDITION i C1 6 D 4 NEW WOOD STEPS&WOOD NEW DOUBLE HUNG I I O 1 Al Al Al C1 C1 C1 WINDOW TO MATCH EXIST. I DOWEL RAILING AS PER NYS BODE EXISTING w TRIM TYPE'B' w/TRIM TYPE B,, NEW DOUBLE HUNGLLI o WINDOW TO REPLACE SEE SHEET Al 201 y EXIST.DOOR T(0 REMAIN;SAND&REPAINT, SEE SHEET A 201 NEW FULL-SASH WO)OD SCREEN/STORM DOOR NEW PTD.WOOD BOARD jk SIDING TO MATCH EXISTING, Drawing Legend: T.O. Proposed Raised finish Floor ;j y' ! TYP.AT ADDITION - - - - - .� � � - - - - - - - - - - - - — - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - WaIIToBeRemoved BFE AE6+2 Freeboard � Wall To Remain 1 EL.+8' : New II e a — �� — T - - - I ; - - - - - - - - - - - - - - - - - - - - u- - - - - - - New Foundation Wall ILL Exist. Finish Floor oo D- r. 1 - �- -- --- - - -- ------- F > - - - - -- -——————-L I 1 � I 1 � � -, -i ' - r � , T l � I I Lines Above EL.+5.98' — - —NJEW WOOD STEPS&WOOD NEW PTD.WOOD CLAPBOARD SIDING ------------ Lines Below /P, Exist.Grade DOWEL RAILING AS PER NYS CODE TO MATCH EXISTING EXPOSURE AT PTD.WOOD LATTICEL NEW WOOD STEPS&WOOD EXIST.WINDOWS&SHUTTER NEW WOOD STEPS&WOOD NEW RAISED FOUNDATIONw GREY GRANITE STONE VENEER,TYP, —:__ Guidelines I� REMOVE: IST.LEA TO SHED AT STOOPS,TYP.,T.B.D. / VARIES VILLAGE LANE FACADE DOWEL RAILING AS PER NYS CODE TO REMAIN; DOWEL RAILING AS PER NYS CODE — - Fence NEW DOUBLE HUNG WINDOW SAND&REPAINT TO REPLACE EXISTING w/TRIM EXIST.FIXED DOOR&TRANSOM Proposed Addition sot Door Tag TYPE'B';SEE SHEET A-201 TO REMAIN;SAND&REPAINT NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. PROPOSED NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. ADDITION 101 Window Tag Pro osed Buildin Elevation Willow Street - North sheeltAXxxx 2 Scale: se = 1'il 1 Pro osed Building Elevation - Village Lane - West Scale: 1/4" = 1'-0° `& L Detail Tag NEW WOOD SIDING&TRIM: Elevation Tag (WHERE APPLICABLE): 4> 1FESPAN SOLID SELECT OR EQUAL WOOD SIDING,FASCIA AND TRIM x NEW WOOD STOOPS&STEPS: STOOP DECKING AND STAIR TREADS TO BE x " x Interior Elevation Tag IPE 5/4"X 4"BOARDS STAIR RISERS TO BE LIFESPAN SOLID SELECT OR EQUAL PTD.WOOD,COLOR T.B.D. x RAILINGS TO BE PTD.2"X2"SQUARE PROFILE VERTICALS W/3-1/2"X 5/4"RAILING CAP AS PER NYS CODE M E R Y L K R A M E R a r c h i t e c t T.O. Ridge at Existing t'oremain - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 260 HORTONS LANE - NEW PTD.WOOD TRIM EL. +23.1' ^__� - T.O. Ridge at Addition t r --TO MATCH EXIST. - - — POST OFFICE BOX 1600 _ _ _ - - - - - - - - - _ — - - - --AT NORTH-FACADE - - - - - - - - - - - - - - - - - - - - - - - - - - �' I �- - - - �tEMETAL E'COETO REPLACE SOUTHOLD, NY 1 1971 +21.6' — — — — REPLACE EXIST.WINDOW -, ( NEW WALL SCONCE I I EXIST.MASONRY CHIMNEY 6 3 1 - 4 7 7 - 8 7 3 6 w/NEW DOUBLE HUNG STYLE E EXIST.DOOR RELOCATED ; EGRESS WINDOW&TRIM TYPF'A' / I I i NEW CEDAR SHINGLE m k a r c h i t e c t c o m SEE SHEET A-'?01 FROM EAST ELEVATION; SAND&REPAINT ROOFING OVER EXIST.FRAMING EXIST.TRIM TO REMAIN EXIST.WINDOW TO 12 12 REMAIN;SAND �10 NEW CEDAR SHINGLE ROOF' 1 10D j NEW PTD.WOOD CLAPBOARD SIDING &REPAINT I i I XP RE.AT I TO MATCH EXISTING E OSU w i REPLACE FASCIA BOARD VILLAGE LANE FACADE a w PTD.WOOD FASCIA o NEW PTD.WOOD FASCIA TO o __ MATCH EXISTING' _ . j / NEW.PTD.WOOD TO MATCH VILLAGE LANE CORNERBOARD o �-! / I ! GUTTER&DOWNSPOUT 00 F i /!I \ \ NEW DOUBLE HUNG STYLE T / I I FACADE FASCIA&ADD NEW I - I I I ■ im EGRESS WINDOW&TRIM TYPES' C1 C1 !I A2 �5 NEW DOUBLE HUNG Scofield NEW DOUBLE HUNG g /' SEE SHEET A 201. \ I I WINDOW TO REPLACE WINDOW TO MATCH \,+ / _ `�- - I WINDOWS AT VILLAGE LN. NEW DOUBLE HUNG WINDOW&TRIM TYPE'B" I FJCESHE w/TRIM TYPE'B' Residence FACADE w/TRIM TYPE:'A' I SEE SHEET A 201 ' � II SEE SHEET A-201. 'I SEE SHEET A-201 EXIST.PTD.SHINGLE SIDING NEW PTD.WOOD BOARD SIDING TO 441 TO REMAIN,SAND&REPAINT 2355 Village Lane T.O. Proposed Raised Finish Floor — - - - - - - - - - - - _ ! — — _ _ - - - - - - - — — ^ — �' — I — - - - - - _ _ Orient, NY 11957 MATCH EXISTING TYP.AT ADDITION L BFE AE6+2 Freeboard -' I I I � 12 NEW SHINGLE SIDING TO MATCH EXIST. o EL. +8 cv Exist. Finish Floor L I - I I I — — — — — — 00-- - WOOD DOWEL RAILING AS PER ' - I L - - - - - -i - --1--, - -r- - --1- EL. +5.98' L NEW DOUBLE HUNG PROPOSED ADDITION PRO .NEW GABLE ADDITION 0 EQ BOARDS Exist. Grade WINDOW TO REPLACE NEW WOOD STEPS&STOOP EXISTING;WINDOW TO MATCH w/WOOD DOWEL RAILING PROPOSED ADDITION 18 EQ BOARDS 16 EQ BOARDSG E LN. AS PER NYS CODE Elevations VARIES WINDOWS AT VILLA EXIST DOOR TO BE REMOVED AND — PTD.WOOD LATTICE TRIM AGE 18 EQ BOARDS PROPOSED NEW DOUBLE HUNG STYLE RELOCATED TO SOUTH ELEVATION AT STOOPS,TYP.,T.B.D. FACADE w/ ' PTD.WOOD LATTICE EGRESS WINDOW&TRIM TYPE'B' AT STOOPS,TYP.,T.B.D. ADDITION SEE SHEET A-201 EXIST.WINDOW TO BE REMOVED NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. 4 Pro o�seB��ilqin Elevation - South 3 Pro osed Buildin Elevation - East Scale: Scale: 1/4" = 1'-0" SCALE:As Noted A-200 Bldg Dept copy from ZBA Final reviewed documents ZRA File Date; © 2020 Meryl Kramer Architect All Rights Reserved ,� .. --• • -.. ., � . _ :. � �, '. .. .. •4' ¢i. Y y i I: ;Y ^rq «•"s•'fit. - " s , <z„ . ,r -"' ., .. ....�w' *., ..�. ': -.,,. .. :{�� .. fe "F;78t f Alf- �'L - t�« ••• , : , VA. �y IK NNhh _ IK �r +Y n L r a • � , 4 qu yr ..., ft � •�+�1< ..,.'Po- •,� �,` '. �- � � `rIF ., ww ROW Av An PMW • :w }. •� �1: • ..• ;halt 4� All Itll :x , • m' P , • : r ' „"�• -,,'�_ 4", r� � -; ..mow''•' `D Qq �"'1! 1 � i r. , 3 • � u 9 , • >� ,+` #� dt '` I "' "'� is �;• • - • • � ti t }y� ^ I • I M 1. Issue Date: Set: 12/17/20 HPC 4f7121 Interior Demo Permit D AF? KFtj 'P A cr OF NEB APPROVED AS NOTED Drawing Legend: Wall To Be Removed -'r:`2 8AV TO FORT Wall To Remain .:-C1VIN1G IN'SPECTIO"S: ,:;i '10ATIOIN - TW12 RECU''SRAED New Wall POURED CCNCR'L-:'-.E New Foundation Wall J FRAMING -——————- Lines Above ','`_Al ION ------------ Lines Below MN`711(7,TIOU `,IUIST r2 Guidelines A200 Fence 7, :`EMENTS OF THE COD:--'�OF NrEDi 101 YORK STATE. NOT RESPONS191-E FOR Door Tag DESIGN OR CONSTRUCTION ERRORS STOOP 4'-0" 1 ------------------- G Op soi )--—---------- -- STOOP 6'-0" Window Tag Li Section X, ) 7 C,—!. PLY W I L CODE D EF:7 0 F Sheet A-XXX LO NEW ENTRYNEW YURK STATE & C,-)DES a- NEW — T _ VEST OF 0 WODD V�001) /Z HALL Ac-3, REQUIRED AND CONDITIC, Detail Tag STOOP NEW� Lo TE PS 20 sr [I WOOD SOUMD TOWN ZBA STEPS I Elevation Tag '-ID 3AW i SOUTHM TOWN PLAN S 0 VE DINING ROOM SOMOLD TO?1,1N TRIJI x WOOD FLOOR FIN.CEILING i a- Al SLOPED TO+8'-0" NEW WOOD 0 N.Y.S.DEC x O x Interior Elevation Tag STOOP U) 30S ---------------- FRONT ROOM j WOOD FLOOR j BATH 1 Al FIN.CEILING 11 TILE FLOOR +1'-4'VIF A200 V-4" R.O.V-0" IV-4 VIF 3'-13/4" 1 ENTRY HALL 3 1 2" 3 /2" b . r-4 r I 01 '-0 1/4" r 5 3-4 '-9 11212 2'-8 1/4" 0 eraw C - rA IZS I M E R Y L K R A M E R - ---- - TUB LL Jj h i t e c t 7 Al I _U KITCHEN-L,- POWDER 60 H O R T O N S LANE 30" HALL POST OFFICE BOX 1600 REF. WC BEDR M 2 --1 FIN. LU Is UNIE SOUTHOLD, NY 1 1971 OO AI CEILING 00op +71-411 VIF LINENS WOOD FLOOR < 0) 3 6 3 I - 4 7 7 - 8 7 3 6 04 - - FIN.CEILING 00 3: lu m k a r c h i t e c t . c o m LU 2� A200 SLOPED Z Cl NEW It EXISTING GARAGE WODD NEW WOOD 0- T-3 1/2" 3 10 TO+9'-0" 8--6- q: 0 STOOP 0 Ilk 0 1� EL. +4.431 18 SF STE PS 0 / VEST. = iL 0 cn ",0 -h j + STOOP 4'-6" to CL. CL. Additional I UJI Certificatior, 3-2" 31 51-10" 31 3'-6',' ^2 S MaY Be Requirlc,7 Scofield t A-300 Residence z NEW GRADE 0 B DR M 1 2355 Village Lane LEVEL PATIO o 0' 'bR WOOD FLOC Orient, NY 11957 < i /FIN.CEILING SLOPED TO+91-0" 0 n 0 CIL Proposed First Floor Plan Z ------ ------------------------- :141-0" Q ^4 A200 SCALE:SCALE:As Noted N � I � Proposed First Floor Plan Scale: 1/4" = V-131" A- 101 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set 12/17/20 HPC V7/21 Interior Demo Permit a 4F 14 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall Lines Above ------------ Lines Below —•— —•--- Guidelines — -- — -- Fence 101 Door Tag O101 Window Tag - —� Section X, ---- _ — -- Sheet A-XXX I' l w11� Detail Tag NEW METAL FLUE TO REPLACE EXIST. x Elevation Tag ` MASONRYCHIMNEY EXIST.RR TO REMAIN EXIST.RR TO REMAIN x x O x Interior Elevation Tag x NEW SHINGLE tAlblINU ROOFING AT EXISTING STORAGE ROOF M E R Y L K R A M E R a r c h i t e c t NEW S 4INGLE ROOFING AT EXISTING R OF 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 NEW &HINGLE ROOF 6 3 1 - 4 7 7 - 8 7 3 6 E m k a r c h i t e c t c o m EXISTING GARAGE I Scofield Residence 2355 Village Lane NEW SHINGLE ROOF g OVER PF OPOSED ADD ION � Orient, NY 11957 Proposed Second Floor Plan A, SCALE:As Noted 'V 1 Proposed Second Floor Plan Scale: 1/4" = V-0" A- 1 02 © 2020 Meryl Kramer Architect All Rights Reserved Generated by REScheck-Web Software Compliance Certificate Project Scofield Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 225 deg. from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2355 Village Lane Orient, NY 11957 Compliance: Passes using UA trade-off Compliance: 21.1%Better Than Code Maximum UA: 38 Your UA: 30 Maximum SHGC: 0.40 Your SHGC: 0.38 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 UA 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: Cathedral Ceiling 185 37.0 2.7 0.026 0.026 5 5 Wall East:Wood Frame, 16"D.C. 94 13.0 9.6 0.044 0.060 4 5 Orientation: Back Window -C1 (2): Wood Frame SHGC: 0.36 6 0.220 0.320 1 2 Orientation: Back Wall South:Wood Frame, 16" D.C. 141 13.0 9.6 0.044 0.060 6 8 Orientation: Right side Window-C2 (2):Wood Frame SHGC: 0.43 6 0.350 0.320 2 2 Orientation: Right side Wall West:Wood Frame, 16" D.C. 94 13.0 9.6 0.044 0.060 4 5 Orientation: Front Window-C1 (2):Wood Frame SHGC: 0.36 6 0.220 0.320 1 2 Orientation: Front Floor-Wood:All-Wood joist/Truss 189 23.0 1.6 0.038 0.047 7 9 Project Title: Scofield Report date: 06/16/23 Data filename: Page 1 of10 I Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Addition to a Historic Home in Orient Village. Project Title: Scofield Report date: 06/16/23 Data filename: Page 2 of10 REScheck Software Version REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - plans"Verified Field Verified" # Pre-Inspection/Plan Review. Value Value Comments/Assumptions &Req.ID Complies? 103.1, 1Construction drawings and ". ❑Complies 103.2 !documentation demonstrate t ❑Does Not [PR111 I energy code compliance for the U ;building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. ; 103.1, �Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems ❑Not Observable !Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate + ; ;compliance with the IECC Commercial Provisions. 302.1, !Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 .sized per ACCA Manual S based ! Btu/hr ! Btu/hr :❑Does Not [PR2]2 ;on loads calculated per ACCA ; Cooling: Cooling: ;❑Not Observable y ;Manual J or other methods Btu/hr ; Btu/hr ❑Not Applicable approved by the code official. ! i ; ; ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 3 of10 Section . #' - Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 !protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;grade. :❑Not Observable { ;❑Not Applicable 403.9 (Snow-and ice-melting system controls;❑Complies [FO12]2 i installed. ;❑Does Not J UNot Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 4 of10 _Section, _ _ Plans Verified Field Verified „# Framing./Rough-ln Inspection Complies Comments/Assumptions .V '& R'e II) alue Value 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). T❑Does Not ;table for values. 402.3.3, 402.5 I❑Not Observable [FR2]1 ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products 4 ❑Complies [FR4]1 .are determined in accordance ❑Does Not V ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 lAir barrier and thermal barrier = = ❑Complies [FR23]1 ;installed per manufacturer's _ ❑Does Not instructions. 4' µ❑Not Observable p � °,❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting # ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 «l or has infiltration rates per NFRC ze ❑Not Observable 400 that do not exceed code ❑Not Applicable ;limits. I I 402.4.5 IIC-rated recessed lighting fixtures} ❑Complies [FR16] f sealed at housing/interior finish Do es Not ;and labeled to indicate:52.0 cfm ;.❑Not Observable I leakage at 75 Pa. [ " ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is K ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and „-` ❑Not Observable return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ' ;diameter>= 3 inches and R-4.2 {for< 3 inches in diameter. . , 9 403.3.2 ;Ducts,air handlers and filter `' ❑Complies [FR13]1 !boxes are sealed with ❑Does Not !joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable ; i I ;applicable. 1 403.35 ;Building cavities are not used as c` ❑Complies S [FR15]3, ducts or plenums. £, ❑Does Not j € ❑Not Observable :'❑Not Applicable I 403.4-- ;HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 !above 105 °F or chilled fluids j❑Does Not !below 55°F are insulated to>_R- Ca) `3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC " ` `-❑Complies [FR24]1 (piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- . ;❑Complies [FR18]2 >_R-3. T]Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air f a° ❑Does Not intakes and exhausts. } ❑Not Observable ❑Not Applicable ; 1 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 5 of10 J Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 6 of10 Section �` �� Plans Verif�etl ":; Field Yed.fli ti Value' n a Value , I- I # Insulation Ins action :� : ' Com 1ies� Comments/Assumptiions- - p ' 303.1 'All installed insulation is labeled E ❑Complies [IN13P• or the installed R-values ❑Does Not J ;provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1] 1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable l I I I l 303.2, !Floor insulation installed per ❑Complies 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 ❑Not Applicable contact with the top side of4 `sheathing,or continuous ; insulation is installed on the underside of floor framing and extends from the bottom to the ; .top of all perimeter floor framing members. x ; 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 ; ; requirement applies (FR10). f❑ Steel ;❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. :`❑Does Not ❑Not Observable ; ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 7 of10 Section' .. Plans Verified Field"Verified # Final Inspection Provisions Value Value -•Complies? Comments/Assumptions. & Re .ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :,[]Not Observable 402.2.6 ; [Fill' ; ; ;❑Not Applicable , 303.1.1.1, ;Ceiling insulation installed per :❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable I300 ft2. ; J❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies [FI22]2 !insulation include baffle adjacent "�❑Does Not Ito soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-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 [FI17]1 Iach in Climate Zones 1-2, and I I :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total :❑Not Observable leakage measured with a ; ; I pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handier I enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; !pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; I handler enclosure. 403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 i 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. 403.3.2.3. IAir handier leakage designated ACComplies ; [FI24]1 !by manufacturer at<=2%of ❑Does Not design air flow. ]EINot Observable ❑Not Applicable 403.1.1 !Programmable thermostats i ❑Complies [FI9]2 installed for control of primary J❑Does Not !heating and cooling systems and initially set by manufacturer to ,❑Not Observable I code specifications. ;M!❑Not Applicable 403.1.2 (Heat pump thermostat installed y"`;❑Complies [FI10]2 on heat pumps. j ❑Does Not I❑Not Observable i ❑Not Applicable 403.5.1 I Circulating service hot water 10complies [Flll]2 systems have automatic or ❑Does Not accessible manual controls. v ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 8 of10 Section ' Plans Verified FieldVerified Finalans Complies, Comments/Assu'mptions pection Provisions Value Value.. 403.6.1 All mechanical ventilation system `- ❑Complies [FI25]2 !fans not part of tested and listed i , � T El Does Not HVAC equipment meet efficacy ❑Not Observable land airflow limits per Table R403.6.1. _> I❑Not Applicable ; 403.2 1 Hot water boilers supplying heat g ❑Complies [FI26]2 !through one-or two-pipe heating „ , ,.< ❑Does Not systems have outdoor setback )'control to lower boiler water ; ❑Not Observable )'temperature based on outdoor ❑Not Applicable !temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [FI2812 have a circulation pump.The # ❑Does Not Isystem return pipe is a dedicated 1 , return pipe or a cold water supply ° ❑Not Observable i pipe.Gravity and thermos- ' " ❑Not Applicable ;syphon circulation systems are not present.Controls for t ; !circulating hot water system ,pumps start the pump with signal !for hot water demand within the ; I occupancy. Controls automatically turn off the pump !when water is in circulation loop Iis at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems " F�,� T❑Complies [FI29]2 I comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically a ;adjust the energy input to the , ❑Not Observable heat tracing to maintain the ❑Not Applicable !desired water temperature in the c 3 piping. , 403.5.2 Demand recirculation water `. ❑Complies [F130]2 systems have controls that ❑Does Not I manage operation of the pump and limit the temperature of the ❑Not Observable !water entering the cold water ❑Not Applicable ; piping to<= 104°F. ,• I 403.5.4 , ;Drain water heat recovery units 'o ❑Complies ; [FI31]2 !tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ' ❑Not Observable ; I recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- !side pressure loss of drain water I heat recovery units< 2 psi for (individual units connected to {three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI611 (fixtures have high efficacy lamps f, ❑Does Not ` .�❑Not Observable ❑Not Applicable 404.1 1, :,`iFuel gas lighting systems have ❑Complies [f123]3 !no continuous pilot light. ❑Does Not ❑Not Observable ! ,r. ❑Not Applicable ; 401.3 Compliance certificate posted. ❑Complies ; i [F[7]2 I ❑Does Not I ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 9 of10 Plans Verified ield'Verif dd# _F�naI Inspection provisildns F ,'Complies Comments/AssuynptIonst, &Req.ID _r ., Value Value„ 303.3 )Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not a systems have been provided. ❑Not Observable d'. :_E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: Scofield Report date: 06/16/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 22.61 Below-Grade Wall 0.00 Floor 24.59 Ceiling / Roof 39.70 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.22 0.36 Door CoolingHeating & Heating System• Cooling System• Water Heater• Name• Date: Comments 1� ,OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE••_g.P 3% WITHOUT CERTIFICATE FEE(Id6a.a0 gy; OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 001APL`(WITH ALL CODES Osi 3. INSULATION NEW YORK STATE & TOWN-CODES 4. FINAL—CONSTRUCTION MUST AS REQUIRED AND CONDITIONS,OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOmab TOWN Zm. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR -- SOUTkOI,D TOWW PIJ�dN(i+l( 80Ai - DESIGN OR CONSTRUCTON ERRORS . 0THOlDTPWN.TRi #ES W,Y.S>OEC FLOW MHE commy wn awm 1M RETAIN STORM WATER RUNOFF FLOOD DMA GM FREE` �,;,.,�;, .. .,t...� PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUMBER CERTIFICATION All exterior lighting ON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired shall conforin SOLDER USED IN WATER to Chapter 172 SUPPLYSYSTEM CANNOT of the Town Code EXCEED 2110 OF 1%LEAD. e.�crraat.ae�t�rat AMENDMENT 4- 3- GENERAL N_n_TF_S: FOUNDATION NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue Date: Set: 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 12.17.20 HPC ULTIMATE ICE SHIELD UNDERLAYMENT WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW 8.19.21 Amended Disapproval GIRDER AS SPECIFIED GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 9/15/21 ZBA 6/16/23 PERMIT SET 2-ALL REBAR ASTM A-615 GRADE 60. ' BLOCK114G PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY MANUFACTURES SPEC. I I I I I CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOISTAS SPECIFIED OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN A _ 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3 BELOW A" r 5/°. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. � METAL HANGER PER ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO MANUFACTURES SPEC. f LIGHT WOOD-FRAME WALL RELATIVE DENSITY. BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. � ► 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hanger PLYWOOD OPENINGS 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, 11 Not To Scale PROTECTION;THICKNESS SKYLIGHTS,EXTERIOR DOORS, WINDOWS AND DECKS ETC. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE I DEPENDS ON WINDOW OPBING TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. WIDTH(I) 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING - RAFTER EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY (1)SIMPSON H2A STRAIP PER 5. DESIGN CONSULTANTS OR RECORD ARCHITECT ENGINEER ARE OF LESS THAN 2 TONS PER SQUARE FOOT. NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR RAFTER w/(12)8d COMIMON NAILS NOTE: IN LIEU OF SCREWS,UGS ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. ��ED ARC,y�r� WITH NUTS AND WASHERS AY AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE WALL PLATES BE USED RESPONSIBILITY OF THE CONTRACTOR. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. �QyV STUD WALL 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMIING.6EA 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE 1 ► 2x4 BLOCKING AT PANEL EDGES 11 BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE 1[ Cr CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. Z O 1 Rafter/Plate/Stud Connection --- s 02480 .� Not To Scale WALL STUDS,SEE PLAN 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WIITH NO.5 � QF • THE NEW YORK STATE ENERGY CONSERVATION CODE. REBAR DOWELS. FRAMING SUGGESTED UNDERPINNING PROCEDURES: - 3"No.8 SCREW:12"O.C. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS JA A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. WALL STUD PANEL EDGE FASTENING, 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND DETAILS OF B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. l WASHER(TYR) 8d COMMON NAILS AT 3"oc EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. - LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE PANEL INTERMEDIATE FASTENING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH(OF THE AREA Drawing Legend: I'! 1 2"PLYWOOD THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL. REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. _ _ _ _ _ _ Wall To Be Removed Q / 8d COMMON NAILSAT6 oC OR CONSTRUCTION. ANY DEVIATIONS FOUND IN THE FIELD FROM cra WALL SHEATHING,SEE PLAN, WHAT IS SHOWN ON THE DRAWINGS SHALL BE REPORTED IN WRITING Wall To Remain FLOOR JOIST GLASS LONG DIRECTION PERP.TO D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION OR BETWEEN SECTIONS.ALLOW 7 DAYS CURING. Q FRAMING,ENDS STAGGERED CONSTRUCTION. New Wall w J I v F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. New Foundation Wall PLASTIC-COATED 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN Lines Above PERMANENT WOOD SCREW DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES G)DURING THE UNDERPINNING PROCEDURE, MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE NIOVEMENT GLASS ANCHORS ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY OF AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------------ Lines Below N WALL STUD THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE - - - - - Guidelines �- 1/2"PLYWOOD 13-DOWEL TO EXISTING FOUNDATION WALL WITH N0.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR (1)CSHP18 METAL STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE THREE FEET FROM NEW WALL. - - - -- Fence STRAP PER STUD FRAMING AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED vv/(8)8D COMMON DESIGN LOADS. 101 Door Tag NAILS PER END Typical Wall Sheathing Layout & Fastening --- -- ---- -- 7 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO Not TO Scale ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR WASHER(TYR) SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF FRAMING NOTES: 1O1 Window Tag 2 Stud Straps @ Second Floor Box , THE TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF THE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. Not To Scale TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. A�xxz Section X, V -3"No.8 SCREWS 12"O.C. Sheet A-XXX DETAIL A-TYPICAL ATTACHMENT OF 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE WOOD FRAMING PLYWOOD OPENINGS PROTECTION TO - - - - --- Nail Sizes �� FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF xx Detail Tag MIN. WOOD-FRAME BUILDING Joint Description common nails U.O.N. Nail Spacing PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: �-✓ L_ - -- (--- - ---_-�� - PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY FB=900 PSI ROOF FRAMING OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FV= 180 PSI x FC PERP=625 PSI Elevation Tag ALTERNATE T0120 MPH CERTIFIED WINDOW I Rafter to Top Plate(Toe-nailed) 3-8d per rafter INSTALLATION: PLYWOOD PANEL WINDOW AND Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist E=1,600,000 PSI BEAM > 2 1/2"DIA. / DOOR PROTECTION FOR WOOD FRAMED BUILDINGS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: x THROUGH-BOLTS TH = w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap FB=2,900 PSI x Axxx x Interior Elevation Tag � •, Collar Tie to Rafter(Face-nailed) 2-8d per tie FV=290 PSI FC PERP=750��I x Blocking to Rafter(Toe-nailed) 2-8d each end E=2,000,000 PSI DECK POST 5 1/2" Rim Board to Rafter(End-nailed) 2-16d each end PROJECT INFORMATION MIN. 41 4' WALL FRAMING 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Top Plate to Top Plate(Face-nailed) 2-16d per foot FB=2,80P PSI 41, '-O"I• 4'0" TYP. �TYP. 1 SCTM# 1000-26-1-13 FV=290 PSI - Top Plates at Intersections(Face-nailed) 4-16d joints-each side FC PERP=740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. E=2,100,000 PSI o PROPERTY 2355 Village Lane -POST BASE � 3 2 3 3 2 3 ;t >_ Header to Header(Face-nailed) 16d 16'o.c.along edges g ADDRESS Orient NY 11957 4.ALL ANTHONY POWER B^AMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: --CONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud -- - FB=3,000 PSI f 0 2-16d per 2x6 stud ZONING R40 FV=300 PSI 2-16d per 2x8 stud FC PERP=850 PSI a a - _ E=2,100,000PSI M E R Y L K R A M E R LJ o Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2 16d 1'2 per foot ALLOWABLE- 35' a r c h i t e c t o BUILDING HEIGHT 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. 2 1 2 2 1 2 (Face-nailed) _L ACTUAL- 23.662' 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN - - - FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. --------- --- - - ---- ENERGY CODE ADDITION COMPLIES WITH 2O18 IECC 2 6 o HORTONS LANE Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist Deck Beam/Post Brid in to Joist(Toe-nailed) 2-8d each end - ----- _-_______ _ ___-______-__ _ 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED POST OFFICE BOX 1600 3 CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.AILL Not To Scale Blocking to Joist(Toe nailed) 2-8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block LOT SIZE 11,590 sf CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECHFICATIONS. S O U T H O L D, N Y 1 1 9 7 1 _ a Ledger Strip to Beam(Face Waited) 3 16d each joist Allowable Lot Coverage- 20% 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAIN RATING 6 3 1 - 4 7 7 - 8 7 3 6 O g ( ) per joist 2318 sf OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 1:2"O.C. 3 2 3 3 2 3 Joist on Led er to Beam Toe-nailed 3 8d Band Joist to Joist(End-nailed) 3-16d 1 per joist EXISTING LOT COVERAGE FIELD). m k a r c In t e c t c o rn CSHP18 METAL Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot Gable Roof Plan:7 to 45 de rees _ _--___- __._.___ ._ ExistingDwelling807 sf 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT COMMON NAILS STRAPS w/ I 8DLS PER 4' ROOF SHEATHING Existing Garage 371 sf, = 2318 sf SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. _ 10' END LENGTH I Existing Shed 1 4 1-0° �, TYR Structural Panels 8d SEE NAILING SCHEDULE TOTAL 1302 Sf8 sf 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED RAFTER LOT COVERAGE (11%) (PER DETAIL 10) BLOCKING Q 3 2 2 3 a Diagonal Board Sheathing PROPOSED LOT COVERAGE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 81. 1"x 6"or 1"x 8" 2-8d per support Proposed Dwelling 1015 sf RIDGE BEAM 1"x 10"or wider 3-8d per support I Existing Garage 371 sf 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 47 - --!. _-- - - Existing Shed 128 sf CEILING SHEATHING TOTAL 1514 sf 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS.(13%) Scofield Gypsum Wallboard 5d 7"edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ■ Rafter Straps Residence 4 • 15. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Not To Scale 2 1 1 2 _ WALL SHEATHING SITE PLAN BASED ON SURVEY BY BARRETT, BONACCHI &VAN WEDEE, PC. Structural Panels 8d (see detail 10/AO02) NOV. 11, 2019 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 2355 Village Lane Fiberboard Panels 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Orient, NY 11957 7/16" 6d 3"edge/6"field 4"Vent Thru Roof 25/32" 8d 3"edge/6"field ROOF 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS a Gypsum Wallboard 5d 7"edge/10"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. 3 2 2 3 Hardboard 8d (see table 3.9) _ _ 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Particleboard Panels 8d (see table3.9) r2" __ ---'T'�"•- -1"'--r•---____ _2�� r 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. Gable Roof Plan:0 to 7 degrees Diagonal Board Sheathing 1 ( I I I I I 1 1"x 6"or 1"x 8" 2-8d per support 1 I i I 4" 4" 1 1 1 I 21. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENIDED Code Sheet 3 8d per support 2" 1 �11/2° 2"1 2"1 1 11/2" 12" 12" 111/2" FASTENER. 1"x 10"or wider ROOF SHEATHING NAILING SCHEDULE FLOORSHEA HIND F.A.I. I�'----1 LL AV.J I SL INKJ -"••'- Structural Panels w.C. W DW W.C. STEEL 1S;T FLOOR TUB Zone 1 Zone 2 Zone 3 1"or less 8d 6"edge/12"field I 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-992 greater than 1" 10d 6"edge/6"field 2" 3" 3" 2,. 1 1/2" 2�, 2" 3" FIELD 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. 1"x 6"or 1"x 8" 2 8d per support TRADE I 4" 4" C O 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500-B. EDGE 6"O.C. 4"O.C. 3"O.C. 1"x 10"or wider 3-8d per support CONNECT TO FULL BATH LAUNDRY KITCHEN POWDER 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 3/4"DIA. BOLTS OR UNLESS OTHERWISE SHIOWN ON APPROVED THE PLANS. SCALE:As Noted FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed SANITARY SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall SYSTEM CI 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUN/IN be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. EJECTOR I 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC - ---- ------ -- PIT Simplified Roof Sheathing Nailing Schedule -- sTANDARDs. 5 Not To Scale 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 0-16a LUMING RISER DIAGRAM 6.ALLGIRDERSPLICESARETOBEMADEABOVECOLUMNS. fe: © 2020 Meryl Kramer Architect All Rights Reserved _ ```iL` \ M ;.;,�: r+.�!.. j - ��' -� + y '� II '' ` - :� �' � �� � / .j _ r �� a 3 `;�� `,. r, .;; '' %cam' '` � � `;y` � - �� , '� F a ♦. � �,.�' t Building i�eRartrnont Town of Southold Issue Date: ,Sat: I—D HPC A ® C 5 <t KRq�� QZ ❑ LL \ m m ® L1J T 024 014 -k Wetl To Be R.— IN To Remain B C D F E G H 1 J K " well 0 New Foundetlon Well ---------- Un eel^w ————— Duldell— Existing Building Elevation-South ��� Existing Building Elevation-East — — — — Fence u 3ceb:1!4'=1'-0' Scale:1/4'=1'-0' O Door Tee ® Wlndoe Tag Section K S"eM A-l0(X .._. Detail ieg i n. �.. - all YY -„„�� ^�,�.�.n A O x Imnlor Elevation Tag k — 260 HO RTON 5 LANE POST OFFICE BOX 1600 t SOUiHOLD. NY 11971 . 1 t A Gable winaow B Siding and gutter detail C Window D Window E Kitchen South entry F Window,wall sconce at South entry „_-, ' Scofield Residence A l 2355 Village Lane Orient,NY 11957 All Fxisting Elevations i a JAI I 't SCALE'.As Noted G Foundation detail H Wood panel door,kitchen East entry I Door detail J Lean-to enclosure K Window EX-202 Issue Date: tzn Teo "Pc D J K u � ��FtED qhc`� �FL&,jELI Ell N� F N E`N Well To 8e Rem,Tm11 0 Well TO Remain a A C E F G H 1 L o "-Fa,—i-w°11 ------------ u-8m— �� Existing Building Elevation-North �,� Existing Building Elevation-West ` f Scale:1/4'=T-0' / Scale:t/4•=1'4r _.._.._.. OOoor teg QWlrWwv Teg Sectlon X. She°t A100t L.7 L k � own reg \ ! -. x ElevettOn Teg IIII0r El—u ,Teg 10 r M E R ` Lh R R • M E x H O R T O N 5 LANE • ry..,.,.. -- POST OFFICE ROX 1600 SOVTHOLD. NY 11971 6 3 1 . a 7 7 - 8 7 3 6 �` ..r.�.�-^m'—'^r'� —TT-•^ m k a r c h i t e<[ c a m A Wood panel door B Window with screen,wall sconce, C Willow Street door detail D.Roof fesda and trim E Window with screen F Foundation detail painted wood siding Scofield Residence 2355 Village Lane Orient,NY 11957 --- Existing Elevations — 3 t -- SCALE:As Noted G Side door with transom H Village lane front entry door I Front entry detail J Front entry elevation siding detail K Front entry elevation siding detail L Front entry elevation window detail E X-201 K.: r � t 4 4 N :r� �I ,1 � 9 � • ,Ygr.e.,,,, d..s Hai. .. ' IAW L II11 f i l i WINDOW by type Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA ROUGH OPENING UNIT SIZE 6/16/23 PERMIT SET NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE RO Width RO Height Width Height REMARKS A2 3 Existing windows to remain Double Hung VIF Size, Sand & Repaint Original Windows A2 2 Green Mountain Window & Door Co. Custom Size Double Hung 2'01,/2" 4'91,/2" 1' 111/2" 4' 8 1/2" VIF custom frame size to match Al B 1 Existing window to remain DH Style Casement Window Sand & Repaint Original Window C1 6 Green Mountain Window & Door Co. # MDH 2418 Double Hung 2' 6 V4ff 319 3/8" 2' 5 1/40 3187/811 C2 3 Green Mountain Window & Door Co. # MDH 2418 DH Style Casement Window 216 U411 3193/811 215 4" 3' 8 7/811 EGRESS D 3 Green Mountain Window & Door Co. Custom Size Double Hung VIF VIF 2' 1" 31811 VIF custom frame size to fit exist. opening E 2 Green Mountain Window & Door Co. Custom Size Casement VIF VIF 2' 01/2" 315H EGRESS, VIF custom frame size to fit exist. opening RS�SRE D ARCy na Y '9�. X24802 WINDOW NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER SOF N1_ - CONTRACTOR TO VERIFY EXISTING R.O.s AT EXISTING WINDOWS TO BE REPLACED - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - Low E Krypton GLAZING, WAVY RESTORATION GLASS - WINDOW HARDWARE ('ALLEGRO', FINISH T.B.D.), COLONIAL LOCK (FINISH T.B.D.) - EXTERIOR FINISH: 'WHITE' (CONFIRM COLOR) - INTERIOR FINISH: PAINTED WHITE Drawing Legend: - SCREENS AT ALL OPERABLE WINDOWS [ _ _ _ _ _ = 1 Wall To Be Removed - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — —- Fence 101 Door Tag EXTERK)"hR DOOR SCHEDULE 101 Window Tag ROUGH OPENING X QUANTITY MANUFACTURER TYPE FINISH GLASS RO Width RO Height Thickness "X Section X, NO. g REMARKS X Detail Tag 1 1 Existing Door to Remain Swing Sand & Repaint 2'8 3/4" 612" 13/4" Existing Hardware to Remain 2 1 Green Mountain Door Company Custom Size Swing 2'91/2" 6'61/2" 13/4" Entry Lock, New door inside exist. wood panel door , Elevation Tag 3 1 Green Mountain Door Company Custom Size Swing 2'91/2" 6'61/2" 13/4" Entry Lock, New door inside exist. wood panel door `V 4 1 Existing Door to Remain Swing Sand & Repaint 2'51/2" 611" 13/4" Seal Door Shut, Existing Hardware to Remain ** X 5 1 Relocated Existing Wood Panel Door —Swing and & Repaint Existing Hardware to be Reused X 4AXXX X Interior Elevation Tag 6 1 Existing Wood Panel Door to Remain —Swing and & Repaint Existing Hardware to be Reused lb 1 New Custom Wood Screen Door for Door #1 Swing Paint, Color TBD VIF VIF Existing Hardware to be Reused X EXTERIOR DOOR NOTES: 14� QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER M E R Y L K R A M E R - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING a r c h i t e c t - LoE4 GLASS - DOOR HARDWARE ('ALLEGRO' SPLIT FINISH: T.B.D.) - ENTRY SCREEN DOOR HARDWARE ('ALLEGRO' FINISH T.B.D., DOOR HARDWARE - 260 H O R T O N S LANE POST OFFICE BOX 1600 ORIGINAL KNOB TO REMAIN) - EXTERIOR FINISH: 'WHITE' (CONFIRM COLOR) S O U T H O L D, NY 1 1 9 7 1 - SCREEN, SINGLE SASH FRAME, SEE DRAWINGS) 6 3 1 - 4 7 7 - 8 7 3 6 - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS m k a r c h i t e c t . c o m **Existing door to remain, wall to be sealed at interior. Transom to remain. NTE D 0 O Roh SCHEDULEScofield ROUGH OPENING UNIT SIZE Residence NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 2355 Village Lane 101 1 Swing 2'61/2" 612" 215" 612" 13/4" Existing Door to Remain Orient, NY 11957 102 1 Swing 1'91/2" 616" 118" 696" 13/4" Existing Door to Remain 103 1 Swing 2'51/2" 612" 214" 612" 13/4" New Custom Door to Fit Exist. 104 1 Swing 231/2" 618" 212" 618" 13/4" Existing Door to Remain 105 1 Swing 2151/2" 618" 214" 618" 13/4" New Bathroom Door- Privacy set 106 1 Swing 1191./2" 618" 118" 618" 13/4" New Water Heater Clos. Door- Passage set Window & Door Schedule 107 1 Swing 2'91,/2" 618" 218" 618" 13/4" Laundry Closet Door- Passage Set 108 1 Swing 2'51/2" 6'8" 214" 618" 13/4" Linen Closet Door- Passage Set 109 1 Swing 2'71/2" 618" 216" 618" 13/4" New Bedroom Door- Privacy Set 110 1 Swing 251/2" 618" 214" 618" 13/4" New Bedroom Closet Door-Sliding door hardware 111 1 Swing 12191/2" 618" 218" 618" 13/4" New Bedroom Door- Privacy Set 112 1 Sliding 15121,/2" 618" 510" 618" 13/4" New Bedroom Closet Door-Sliding door hardware 113 1 1 Swing 2'31/2" 610" 212" 610" 113/4" 1 New Powder Rm Door- Privacy set SCALE:As Noted 114 1 Swing 1'61,/2" 6'2" 115" 612" 13/4" Existing Door to Remain A-003 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET r_0 ARC KRA 0 024 �grFOFNti� Drawing Legend: Wall To Be Removed Wall To Remain New Wall 26'-4 3/4" 14l-0" New Foundation Wall -------- Lines Above ------------ Lines Below T.O.WALL TYR --------- Guidelines Fence - -- ---- ------------------- ---------- - --- --------------------------------- -- --- -------- -- --- DoorTag -:7' '-"MI MT EXIST.CRAWL Window Tag I ACCESS HATCH ri —F L I ABOVE,VIF DEMO FIREPLACE FOUNDATION —————————— ISection X, L --L A— E Sheet A-XXX L J --.I —I-- - -- —.1� 60 Detail Tag b Elevation Tag 0 0 T.O.WALL TYR x x 4(xxx x Interior Elevation Tag --- ------------------ ---- - ------------ C? ZN NEW CRAWL 04 60 FLOOD VENTS: x T, 8"X 16"FLOW THROUGH DUAL FUNCTION SMART VENT I C.L.FLOOD VENT -Z 4" MODEL 1540-510,STAINLESS STEEL FLOOD VENTS,TYR +WINDOW ABOVE > FLOOD COVERAGE 200 SF PER UNIT LLI 11/' 2 C? #OF FLOOD VENT UNITS:5 LU M0 BASEMENT FLOOR AREA:906 SF BOTTOM OF FLOOD VENTS TO BE LOCATED AT GRADE A*A 00 [4, NEW P.C.SLAB T.O. DROP.WALL. SEE(A-300) L 'UAS REQ. FOR HDR. M E R Y L K R A M E R T.O.WALL --———— —--- — 0 a r c h i t e c t > VENT Z LU LD 0 f 1 2 6 0 H 0 R T 0 N 5 LANE < 7 7 � L,'- � , � -i t= NEW CRAWL 1 0 S�) z C.L.FLOOD VENT POST OFFICE BOX 1600 ----------- > +WIN DOW ABOVE ---- ------- NEW CRAWL < LU LJ SOLITHOLD, NY 1 197 1 -Tt-1------ z >ACCESS HATCH 0 co 6 3 1 - U>i ABOVE < 4 7 78 7 3 6 rn k a r c h i t e c t c o m 0 0 LL Z J F----- F� NEW P.C.SLAB SEE(A-300) NEW ADDITION ABOVE THIS AREA ih VENT VENT T------- ----------------------------- 0 L1j zUj > Foundation Plan 0 >l¢ >LLJ l M 00 z -j 0 on 0 J LL LL -j ?: -j 3: Foundation Plan + Scale: 114" = 1'-01' SCALE:As Noted A- 100 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET ?,ED Af c N9� oz 802 pQr SOF Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below . 2 — — — — — Guidelines A200 -------•--- Fence 101 Door Tag ----------------------------------- ----------------------- D ---------------- ' r------------------------------- ------ -----�------------ —O— ---------------L, los Window Tag - � I oRAWy 11 Axxx Section X, TCH I o VEST. o Sheet A-XXX N W WOOD 1b 1 ENTRY --J rNEW W OD STOOP /! HALL cL. SHELVES p Xz Detail Tag ST PS 20 SF STEPS DW E114 O ASDINING ROOMOVE ' ` Elevation Tag ODD FLOOR, I i FIN.CEILING x SLOPED TO+8'-0" l NEW WOOD x A , , I Al + i D /, 3T00`SF xxx x Interior Elevation Tag 1\ INSULATED STRUCTURAL + = \� \ SHEATHING AT ALL NEW x -- - -- -- LOCATIONS FRONT ROOM 30 1 A11 WOOD FLOOR ALIGN CL DOORS BATH O FIN.CEILING o I TLIF1-04- A200 A-300 + HALL S I I I H2O WC JY/" Op M E R Y L K R A M E R I --- (� a r c h i t e c t HTR. I -----� i Al i KITCHEN I POWDER B ROOM W/D ❑ �� 260 HORTONS LANE I I / I HALL � I � WOOD FLOOR I I Q / I FIN.CEILING ; ,/ O (/ �2 'L POST OFFICE BOX 1600 I 30" WC I SLOPED �� ��pp � J REF. / 2 I TO 5 ` (!/1� SOUTHOLD, NY 1 1971 O I r� '--- ----- ------------- ---- --- ---_ _ ----- l ------ ---- LIN. CL 3 6 3 1 - 4 7 7 - 8 7 3 6 ---- ------------------------ - I- WINDOW C� - A2- -A2 ---E ---- -- ---5<--- (- B i FLOOR +GABLE ; ; A200 m k a r c h i t e c t c o m NEW WOOD HATCH r 108 FULL EXISTING GARAGE STOOP �1 ; ; EL. +4.43' SEE S 18 SF ' O " I VEST. I I II I I I I ' 111 CL. r---- O CL. ---- I 112 - 2 Scofield �1 C1 A-300 Residence Z I NEW GRADE BEDROOM 1 ; LEVEL PATIO 2355 Village Lane WOOD FLOOR I Orient, NY 11957 FIN.CEILING SLOPED TO+9'-0" I I � I , � I I I �1 C1 First Floor Plan I I I ------- _________________________ _ ____ ' ------ C2 ------------------------- C2 -------JI INSULATED STRUCTURAL SHEATHING AT ALL NEW 4 SIDING LOCATIONS A200 SCALE:As Noted 'V 1 Proposed First Floor Plan A 101 Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET tL KR ���5���• ,gM� `P'-y�, 024802 yO� F OF NE's Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — -- Fence 101 Door Tag O Window Tag Axxx —� EXIST.STAIR AND Section X,RAILING TO REMAIN 4- 1 7: } + - 1 } _ } I Sheet A XXX � i } t} - -J {_ XIN Detail Tag _ I vo � NEW MEITAL FL TO REPLACE EXIST. , 1_1____�! -''MASONRY CHIMNEY _." Elevation Tag _ t EXIST.RR TO REMAIN EXIST.RR TO REMAIN f J , j j =� { t C J i x _ + 7 __ x Axxx x Interior Elevation Tag i __, E { �,-,- 1 EXISTING 00x1 G AT EXISTING = { I - E -} I.- }- t � l44 W SHINGLE' STORAGE 4ROOF k_. - [. -� { 1, 1 -I } ,_ _ I 1 I fi t - 7 r' t _ r l II I } a i _ - I ; I -it�t -E i =r 1 1 -1 t r- y- - # s I - 1 - -� r - y_-�- -='I -r r 1 r '.. - _ - - -t - - —r a_=, -NEW F - I E � =a � _ + r ! RO 11 M E R Y L K R A M E R a r c h i t e c t l + r OWING, ; L _ I f OFXISTINU` i I, 1-R { I - I l 1 l I ! l [1 -�{ x -L } - 11 11 260 HORTONS LANE -- -� i F FF l I t l POST OFFICE BOX 1640 t _.j _ } =f i t. +�I`illl; �_ L: ',I 'SHIN I r ) SOUTHOLD, NY 1 1971 Ro� � i �_- { -, � , -}=k� - GLS' I k i-} .. 4 -1 r = - -1 l 6 3 1 - 4 7 7 - 8 7 3 6 -, ' T � j_ m k a r c h i t e c t c o m i14C 7T 1. VI l ` I ..I� II rl EXISTING I GARAGE J � =lr it 7 Fit t 1 r - + r # _ r 1 I —I � i Iid r Scofield -i a - _i-� }-t Residence -- 1 1 r _f {- ; --NEW SHI GLE ROOF: 2355 Village Lane OVER P OPOSED { t I 1 A _ F � I DSI 10 N __t , _ , Orient, NY 11957 I - ; ,- i , { I - -- I }-,r� - _ i Second Floor Plan r SCALE:As Noted 1 Proposed Second Floor Plan Scale: 1/ 4" = 1'-0" A- 1 02 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET ?,ED A&chi �5 _(L KRq,� �Ir (P k 02 011 y0� OF tN4 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall _------- Lines Above ------------ Lines Below — — — —•— Guidelines — — — -- Fence 101 Door Tag 101 Window Tag Axxx Section X, I _ Sheet A-XXX Detail Tag 17 I r } Elevation Tag - _' - =i - ' f-'`�7 i 'NEW METAL FI U�?0 _X-'; r -,-- F _ + . � f i ` MASON E EXIST + } r _ x wcxx x Interior Elevation Tag r-r FLI i * { t RY CH I IVI N EY ~- t EXIST.ROOF, 1- _{ _I NEW CEDAR OSHINGLE - NEW CEDAR SHINGLE r ROOFING r_] }- - �_ ; ._t ) ROOFING r I -_-� -L- -I i k _ r SLOP ='_. } SLOPE --1L _SLOPE • -� , { -a f l - f i + -r 1 f ] I 1 �rt l f - { _ _ . - - - - I - l -Ff —i t = k_ !--. M E R Y L K R A M E R a r c h i t e c t EXIST.ROOF; } 1 r NEW CROOFRINGINGLE ] i } _i-- __I a------}--1--{--- —'1 t-L �_ --I--_; -} ,'-�=.1 - __I j - -� :! _} I } —!-, -- f -� k =i .= _ - ! - I L _i 2 60 H O RTO NS L A N E _ ! fi _ - - _- �I-,L II a . r; SOUTHOLD, NY 1_ o- — -a- - _ - 6 3 I 4 7 7 - 8 7 3 6 -� } } it L. I,'-.,.1 f__ + i _I I I f - }- r k 1 Irk ,.'i f -_t I J r $ =1 I m k a r c h I t e c t c o m -{ - } � F- - ,,-�-_� -{- - F r:= { ' I r l f L If ,,I NEW ROOF; -. - �- k CEDAR N Ilr. I_ `_� � y_ Trl I I ROOFI � II fl ] 1 11 I_I '({ILu '!.Ill l EXISTING i F-r- GARAGE C), ' SLOP l } �-� i � SL +E!--4 1 'I. i'lll' v?, r _I -� . _ Scofield I r _ - � Residence LINE OF EXI TING ROOF 2355 Village Lan I _ { - G e I Or Orients NY 11957 CEDAR SHfiI ROOFING Jl , firl } { } k F } I � tr I + I Roof Plan Ij }I t 1 ! J r I r-= k 1 - { ]- _{ 1 I SCALE:As Noted N 1 Roof Plan Scale: 1/4" = 1'-0" A- 1 03 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET NEW DOUBLE HUNG WINDOW TO REPLACE EXIST.w/ NEW METAL FLUE T TRIM TYPE'B'; REPLACE EXIST. MASONRY CHIMNEY SEE SHEET A-201 NEW ROOF VENT WHERE EXISTING AND NEW SIDING MEET, NEW CEDAF SHINGLE ROOFING WEAVE NEW SIDING INTO EXISTING AND ALIGN BOARDS OVER EXIST.FRAMING rN T.O. RidgeatExlstin to remain - - - - - - - - - - - - - - - ERTST.- - - - - - -_---L� - - - - -/ ; - - - - - - - - - - - - - - EXIEWWALtS86NBE-T:,s=; i.fr 'i rTI �T I[JI`_IT17` [[ I_[� r1 Jr - - - - - - - - - - - - - - - - - - - _ _ _ g _ — — — NEW WALL SCONCE TO REPLACE _ II) ST. EL. +23.662' I t 7 IL rIr .I` ' J 'I T.O. Ridge at Addition ALIGN NEW SIDING JOINT -- r / L_1 fI i.Il 11,1[ .jl_I l T i _1r.1[ [: � 1!!'"r;LI 1 hilt lit 'T 1L 1 TI,: 1 ',[_ {, L: [ l ! t t I ir.11 i i1 _ 1 1 i ,1 — �./ EL. +22.162 ,11 r l ?--_T ' {r'` I ' •1- - T L, r _I w O1�B07CFFb�- j. ----NEW UTTERS-& LLI t r : r1 I7r L� —: �L yl - TJX / { 1 DOWNSPOUTS TO " ,, r; 4 4,_ 1_ I1::1.- I�I_ , li 1:I'l ',I Lr_ ,CL_l.,l 1' i'_'. Ll tJl_,:.l.L "7 ' L f I' '7, L; 'lr:-L1 !i' .I J[ I ;L`1 =i !-I Iii ! I _ .__h: _I,L_ _.! ;A--'! : _l.r:. l,l i-.!-`t 'r'1 r I�J_i I.I', I IL _I I_ I.I1 :ll_ l..l,_,.[l - ,,.Il, -,.t _ I.,-.-1.. _. .- REMOVE VENT I EXIST.DOOR TO REMAIN, i REPLACE EXIST.WINDOW REPLACE EXIST. [ i[_7,, : -. I--:,.�-,!J' Lr[. T i_i [1,,.-:1 [. ,1 _t_,_ -1 I ,-I, It i -� I 1 I : _I P I_.�I [_I1 1 ; : -Ii , -, f I' W NEW D h Lt r tl,, -1�IIT �!,' fir: rr'[ {, t 1 i-1 l_1,_ / DOUBLE 1ILi_! Il_ L1" i L1_ It1 -I'`s t 1 ri' ,�;Jl ,`I,_ : _. . _i,I _ ''i 71.I._., I__.,- --; : L_1Lt1L-IIy. IL Ifi SAND&REPAINT NEW TRIM TO MATCH ! _ 11 r, .:I 1 1;. ..1 u t >r:+., 1 )I _ ,L 1:.. .,_ ,.�, I..TJ-I _ L` ,. _. .L 1_ 1_ t I T 1 t . :,t_ :.T . ! _.I_.•1. ! :L r l_ . I T7 !I' 1-T _ IF L,.--1- L i i E EGRESS WINDOW TRIMT PE'A' Irl,_1.: I�_Ll_t �,l –'r 'I ' i.l_;_.,I.i ii I, -,l -,l i,. _1 it [ iT' ,: EUA EXISTING & Y Tr. ,; _ ,. f[ .. L :i. ;1'` .._liL_ C��r 1 -I�I`�r_:1 L-I": u[ i II I. h • , 1 1_, L_u 1 11_-:,._ L,t_ ._,r. .I, ',1I _, L R R - ! _a-[1 � ,I[1 :.r._, L. _ I [ ;J . _ I_i 1IJ.. -T] $.1_ 1' L1.,.- T - L.[_ -'?- JI! �.: i- -t .'._1.,.1_ 1,1 ,,I,L_ I I-J -Ii -'•' I- ' 1'' I-''i- L' I .111J1 _ �� �. ti t, I L i r I ,� ` 11. , `t % !_ I 1. , I � l'l ?f_1 I,!` j SEE SHEETA 201 T_ 1J 4 J J! _.'!II- _]: i_.I , "1_ I,I1 ,1`„ I1_-[�'I_ri!„ L,_ II !_ . _ I!, i.. i I _r_I- I_ LL ;: :,i_ I, _ i. 7 i. I! L_II 1 5 _C!.. t: ? _t' 1 1-!-: [ ?', [ 1--! _:. 1-(1_i�- !- I !'i - f1i i' i"Il :IiI n '[ % REMOVE COMPOSITE EAVE EXTENSION I r i4 - - I, r �.-7 '..- _1 _I ..1 1, 1 I- :.l -111. L1-I_�1.J�1 Tl r L, 1 1_ _irTTC L ]_'I lL-I: .:. L r-,I1 l _[I �, 1. a-I, ., =r[ L Ali tC W r I-'rTI 1Ir J. ri-y 1 - ) __'? 1 i,LJ- I. _1,1 I _L, :-T' i._..i ''• r. , Y- r Ir-r - Y } 'L �li ,i1. ,I 'll ,:LII i :,ll,l -hI. _ -11'. �1�,I,.,,i I_I ,i,', ..I 12,,! ,/ REPLACE /NEW GUTTER lir :r 7 �1rr 1i 1'II / EXIST.TRIM TO REMAIN L , L. I 1 1 _1 Tl`V1 I1 I TI I.L 1_, 1 [i CIE .110 r 4 r NEW CEDAR SHINGLE ROOF NEW CEDAR SHINGLE ROOF ► t� I` i T �? r �j J I 4[ 1�!� l , 11 1- �j ;� L I 1: - 1 1 11.1 I 1 ,_. I:. '* L L I'.- 1 [ 1 71C Ta L 1 EXISTING PTD.WOOD CLAPBOARD SIDING i Z 1 I,. 1. 11a 4 r` I { tr I TO REMAIN;SAND&REPAINT T -1 1t 1 T[L [1 l I 1'r t 1 Il'.IL Lt 1 I I( J- ''I I L;, [['I �J it �[I 711[ fil[ 11 NEW PTD.WOOD FASCIA TO - %/ L rl ?',,! +- 1• ? r '9 024802 O MATCH EXISTING NEW PTD.WOOD FASCIA TO T� y pF NEVA NEW.PTD.WOOD I _ MATCH EXISTING, ✓I CORNERBOARD NEW GUTTER&DOWNSPOUT NEW PTD.WOOD BOARD SIDING TO - \ MATCH EXISTING,TYP.AT ADDITION j C1 � 6 ,; 14 NEW WOOD STEPS&WOOD I NEW DOUBLE HUNG D �I 1 Al Al Al C1 C1 C1 WINDOW TO MATCH E DOWEL RAILING AS PER NYS CODE I I I I I I EXIST. NEW DOUBLE HUNG WINDOW TO REPLACE ! _ EXISTING w/TRIM TYPE'B' w/TRIM TYPE'B'; _ SEE SHEET A-201 SEE SHEET A-201 EXIST.DOOR TO REMAIN;SAND&REPAINT, j NEW FULL-SASH WOOD SCREEN/STORM DOOR NEW PTD.WOOD BOARD T.O. Proposed Raised Finish Floor SIDING TO MATCH EXISTING, Drawing Legend: TYP.AT ADDITION - - - - - - BFE AE6 + 2 Freeboard + 6 3/4 Wall To Be Removed ti —I T : I Wall T Remain EL. +8.562 i I i I I I I o e i I New Wall : I I — - - —I_= New Foundation Wall - --- - - - - - -- - - - - --- - T �- -- Z- -T-� -' �_ - - - — - Exist. Finish Floor - --_- - 1_ _ I -------- Lines Above EL. +5.98' � NEW WOOD STEPS&WOOD NEW PTD.WOOD - ------------ Lines Below L CLAPBOARD SIDING TO PTD.WOOD LATTICE - Guidelines Exist,Grade PROPOSED DOWEL RAILING AS PER NYS CODE MATCH EXISTING EXPOSURE AT VILLAGE AT STOOPS,TYP.,T.B.D. NEW WOOD STEPS&WOOD EXIST.WINDOWS&SHUTTERS NEW WOOD STEPS &WOOD NEW RAISED FOUNDATION w/GREY GRANITE VARIES ADDITION LANE FACADE DOWEL RAILING AS PER NYS CODE TO REMAIN;SAND&REPAINT DOWEL RAILING AS PER NYS CODE STONE VENEER,TYP. - - - -- Fence NEW DOUBLE HUNG WINDOW TO REPLACE EXISTING w/TRIM TYPE EXIST. FIXED DOOR&TRANSOM 101 Door Tag 'B';SEE SHEET A-201 TO REMAIN;SAND&REPAINT NEW RAISED FOUNDATION w/GREY PROPOSED ADDITION GRANITE STONE VENEER,TYP. - REMOVE EXIST. NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. 101 Window Tag LEAN-TO SHED Axxx -� Section X, 2 Proposed Building Elevation Willow Street - North 1 Proposed Building Elevation - Village Lane - West Sheet A-XXX Scale: 1/4" = V-0" Scale: 1/4" = 1'-0" z Detail Tag NEW WOOD SIDING&TRIM: Elevation Tag (WHERE APPLICABLE): LIFESPAN SOLID SELECT OR EQUAL WOOD SIDING,FASCIA AND TRIM x NEW WOOD STOOPS&STEPS: x Axxx x STOOP DECKING AND STAIR TREADS TO BE Interior Elevation Tag IPE 5/4"X 4"BOARDS STAIR RISERS TO BE LIFESPAN SOLID SELECT OR EQUAL PTD.WOOD,COLOR T.B.D. x RAILINGS TO BE PTD.2"X2"SQUARE PROFILE VERTICALS W/3-1/2"15/4"RAILING CAP AS PER NYS CODE t M E R Y L K R A M E R a r c h i t e c t �T.O. RidgeatExistingtoremain — - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEiN�'Tfl•W90B TRFRA- — 260 H O R T O N S LANE EL, +23.662' -' TO MATCH EXIST. __-`• I i '1 - :' ;ra J,�I r� `[ ��!.4 il. .. __.! ! I I 41 IT �T.O. Ridge at Addition AT NORTH FACADE [ 1 ! I ,_ n 1 J ! 1L l 1 I POST OFFICE BOX 1 6 0 0 -- irh �r I 1 ? I! I .i EL. +22.162 1 :'C' '1'1 : -[T ,I.:. -I 1 f Ja -- I I NEWWALLSCONCE L 1J i1 1 -I_J,,.I;�: -_T:I: 1,,_'L Ir 1. IiI .i.C,ti_.:!1- 1 ,!-;T.IrIT` - : I' t:,1r1 i _ �EWTAETALf1�70REPLACE SOUTHOLD, NY 1 1971 r _1 li`,r' i.-'..I.l.,, L 7TI'J1 _ ij I i' L!1 rLl; L ..'L!_ 1 11 _ ,I-_L,' L_)1 [ „ i ,,!', [L ;j_1, 1_ I l :I- L.1 ,. ,_!1 -. 1 TLli.T. !l, �I_-lJ T1' lI [ EXIST.MASONRY CHIMNEY REPLACE EXIST.WINDOW ' i i TIr '( .1 1 -L r, i;,l _l l Lt-,_. _1 I_I =C`_l i T_ -t t i _ r � it 11_ _I _ -1, L I,'J_ Als:- Ll J- L is I t7 : ' ..rL 6 3 1 - 4 7 7 - 8 7 3 6 w N N TYLE l ( EXIST.DOOR RELOCATED I' ,Ili _ 11, :I_I,.J[ _1 L 1 t!:'L [,I ,![ l !I .III J L. 1 I '1 I I !{ t` r,. P 1 I E I i' :- , 1. ,-lll_ l ,1`ill. ri[.lr _ `I'I „ r� 1_ Il _._l tis '-`: r /NEW DOUBLE HUNG S Ct 1.. I' hTL [ r1 7I 1.1 Ill „] .,L :I I :._ ....1_ , 1 1 :_.1;. _: J_-�„I 1 II i _ 1 ,i r r - r' : - .., L4,� It-.I1�. .L i 1. - I ,-IIF ? :r 1, - I, LI''i ( lI'.I I,''Jr 1'[--1-1- !. L:[ _ w 1L ! LI t 11 1_?- EGRESS WINDOW&TRIM TYPE'A' i I FROM EAST ELEVATION; L wC_ - ]i I i[ I,.I_ I Il�ri 1,11 1L, I_,:I `L -, L_li.r J.r_:_L I .!;L I__LI I_'I.1 _I,11 -I1 I, _ ] 1.1 [ i_ i., 1 0 ] _ t -,I._ I ',:._ :I NEW CEDAR SHINGLE m k a r c h I t e c t c o m SAND&REPAINT J ,1 , LLi. 1 11 1 I' L- 1, i :[;7..,:,rL -`!1� ' I,-' , .� �f Ii,, Ii:T- ' i-I I1_i_._1-L:, 11 -,-j1l---,Ill,�II LLII! ,li: l; iL-,t i'Ii �I1i_ I' � t J[' 1iT :`.!-1 1_ij.' :_ ” Tt , I, - I.:-.-r-r_1TI_ SEE SHEETA 201 1 I t, Ii I1, I l [. l 1_ .t-,1 .I i I- I LI ,.I f-- t.'1_ ' 1 1_ fi r r r7 "I 1, j .�J -l'_ ,_.11 11"[__r' ROOFING OVER t1 4'! _:Ii. .IJ--1111-` Irll , I' T-[I J: I_'.:7- t1'' ?1 ,[[,17 11 ' _r..' II'I �,I ,17 ` i11 11 1.- !I_I.11 T .. 1_I Il. ! 1'.1 1r.,. ,1, J I,_ 1. r- I, -1 EXIST.FRAMING EXIST.TRIM TO REMAIN EXIST.WINDOW TO T` -- i'. -t-_:, _ .I 1, 1, .J-_1 -i� 4-f.1 4-1+ _lig _I,! i 'a [ _1- _.,L Iii i _ !,1.1,-, _ 1 ;,.- '-r'�`, .i, ��`,'-rir, r r , ' N • it _ �`,I [ ,:. .L . , ,Lr 1� - I'I t•I- 1 r i- I SII Ii , 1 -,I I[1!I 1 �I`I- :I_ lrLi�'' REMAIN;SAND& r IT - S NEW CEDAR SHINGLE ROOF a ''r "1 l T,ix REPAINT r 10 T7_ [I_ 'I'r1-fir i` J , T 1_ i, h II,IJ; I 0 [ I; -1i 1 , 7 t,Lj NEW PTD.WOOD CLAPBOARD SIDING I = ` 1 ! 11 It[ II i1 •[ i 1 a 1 r r TO MATCH MATCH EXISTING EXPOSURE AT L 1 l r L I.1 1 _I ' I II' 1r + a `L 1_ ITT I J 1 1. li L ➢, I T [ -1- .71I 1{,' i- I IAlw I LI: t' h� 1 I REPLACE FASCIA BOARD VILLAGE LANE FACADE o NEW PTD.WOOD FASCIA TO -Tfi ,1 _i7 ;,,I rr l .l '_ ;. h i,,r1: lI1 .I_i -liir. 1l1`I LU w/PTD.WOOD FASCIA MATCH EXISTING TO MATCH VILLAGE LANE NEW.PTD.WOOD c' - r - -- - h - o i 1 . 1 /� I FACADE i I FA I c� I sFASCIA &ADD NEW CORNERBOARD I is i i, ll : !J GUTTER&DOWNSPOUT ■ o i) NEW DOUBLE HUNG STYLE /Fi II '' { I; r C2 r. _ 1 D �. �_� 6D] lEGRESS WINDOW&TRIM TYPE B' C1 C1 i �� hl I Scofield i NEW DOUBLE HUNG NEW DOUBLE HUNG ti T WINDOW TO REPLACE WINDOW TO MATCH � I {', i SEE SHEET i i I •\ i II j I i ,l, / I - 'c- -,ii; I :I1 III l I 11 1 -'j EXISTING TYPE'B' WINDOWS AT VILLAGE LN. ! NEW DOUBLE HUNG r ■ „^ FACADE w/TRIM TYPE'A', iii ! WINDOW&TRIMTYPE'B' �` �G7'del l`je i i �l l l r SEE SHEET A-201 SEE SHEET A-201 ; l i SEE SHEET A-201 j r �I, � 1 I GLE SIDING NEW PTD.WOOD BOARD SIDING TO T.O. Pr Raised Finish F j T { I TO REMAIN,SAND&REPAINT 2355 Village Lane Proposed R s loot li I i 'r _ _p � ( I I' I I I ( I i � I i' MATCH EXISTING TYP.AT ADDITION � 1 i I I I - - - - -j _ �:=_1— - - - - - - - - - - -�-' �,, _�- -_—• {- - 'L1 i - - - - Orient NY 11957 �BFE AE6 + 2 Freeboard + 6 3/4 j _ t� - ;� _i. 12"NEW SHINGLE SIDING TO MATCH EXIST. EL. +8.562 , — — --- -� � - -_-- — _ �-.� I I -�-= �.Exist. Finish Floor - - - -- -r--_=T_ - - �_ -- - N > - - - —T EL. +5.98 - - - - - - NEW DOUBLE HUNG Exist. Grade WINDOW TO REPLACE NEW WOOD STEPS&STOOP PROPOSED ADDITION PRO .NEW GABLE ADDITION 0 EQ BOARDS EXISTING;WINDOW TO MATCH w/WOOD DOWEL RAILING PROPOSED ADDITION Elevations VARIES WINDOWS AT VILLAGE LN. AS PER NYS CODE 18 EQ BOARDS 16 EQ BOARDS FACADE w/TRIM TYPE'A' 18 EQ BOARDS EXIST.DOOR TO BE REMOVED AND PTD.WOOD LATTICE D LA PROPOSED RELOCATED TO SOUTH ELEVATION AT STOOPS,TYP.,T.B.D. AT STOOPS,TYP.,T.B.D. ADDITION NEW DOUBLE HUNG STYLE EGRESS WINDOW&TRIM TYPE'B' EXIST,WINDOW TO BE REMOVED NEW RAISED FOUNDATION w/GREY SEE SHEET A-201 GRANITE STONE VENEER,TYP. NEW RAISED FOUNDATION w/GREY GRANITE V - rt11 - , " STONE VENEER,TYP.ProosBuilding Elevation - South Proposed Buildin Elevation - EastScale: 1/ - 1 -0 Scale: 1/4 - 1 -0 SCALE:As Noted A-200 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 77,a 10/13/21 Interiors Set 6/16/23 PERMIT SET I I REVIEW HEADER IN FIELD / CONSULT WITH ARCHITECT I I f M f \\ I DASHED LINE INDICATES EXISTING RAFTERS BEYOND I TYPICAL NEW GABLE ROOF CONSTRUCTION: \ -CEDAR SHINGLE ROOFING EKED ARC -GRACE ICE&WATER SHIELD I 0�5� .tL KRq�t / DINING HALL BATH :..:.:...:;. p- t� �_::..: :..: -3/4"APA RATED PLYWOOD SHEATHING ::`.:: : : .:::. .t /� 2X8 ROOF RAFTERS @ 24" O.C.SPLICED TO EXIST. I � (SEE PLAN FOR SIZE) 2X6 C.J. ::�:::....::::.. w/OPEN CELL SPRAY FOAM INSULATION • as" GYPSUM WALL BOARD(PAINTED) T.O. Raised Finish Floor ( ) N�q o24'Brill ¢� D ' FE AE6 + 2' Freeboard + 6 3/4" T� `✓ BI O EL. +8.562 I 12 OF N�� N CRAWL :..::.: .:.:::.:. CRAWL 10 Exist. Finish Floor ::`.`:`.:`:`..`,::.. EL. +5.98 — I x . Grade Exist. Grade Exist— — _ '. � _— — ." . -- _ .�- ::::..::� "�•'' ::" I= `: `' —o :: T.O. LATE VARIES/EL. + — — i f I - (Varies) EL. +4.3 — — — — — — — — — —.— - l —.—._. 5.1 —.—.—.—.—.—_. — Drawing Legend: +7-5 AFF VIF TO MATCHEXI ST. E _ _ _ _ _ _ . Wall To Be Removed - - - - - - � FIN. 5/8 GYPSUM BOARD CEILING (PAINTED) Wall To Remain New Wall New Foundation Wall -------- Lines Above 1 Building Section at Existing I ------------ Lines Below Scale: 1/4" = V-0" -SIMPSON HURRICANE TIE — — — — SEE STRUCTURAL DETAILS — Guidelines — — — —- Fence 101 Door Tag I 101 Window Tag I Axxx Section X, I Sheet A-XXX e` x Detail Tag i i 1 Elevation Tag ! J E IT <I x x x Interior Elevation Tag L l, t I r ' r' r I J�x TYPICAL ADDITION EXTERIOR WALL CONSTRUCTION: L -LIFESPAN SOLID SELECT WOOD BOARDS(PAINTED) /'� OVER VAPRO SHIELD WRAPSHIELD RS 7MM I HUNTER PANELS XCi NB INSULATED STRUCTURAL R SHEATHING**, 1.6"THICK R 6.80 I EU -2x6 @ 16"O.C.STUD WALL / \ I w/ BATT INSULATION R 13 I EE -5/8" GYPSUM WALL BOARD (PAINTED) Ak BEDROOM 1 I ( TYPICAL ADDITION FLOOR CONSTRUCTION: **STRUCTURAL SHEATHING TO BE USED Irk \ @= NEW 3/4"WOOD FLOORING AT ALL NEW SIDING LOCATIONS -NEW 3/4"APA RATED ADVANTECH SUB FLOOR \• / I NEW 2X8 FLOOR JOISTS ( M E R Y L K R A M E R \ / — — — — — — — — NEW ROXUL/ ROCKWOOL BATT INSULATION R23 BOX BEAM — — — — a r c h i t e c t T.O. Raised Finish Floor T.O. Fin. Floor I µ m BFE AE6 + 2' Freeboard + 6 3/4-"- _ li` � +0'-3/4"(NAND +8'-6 3/4") EL. +8.562' Ri —.--�/ T.O. Subfloor 260 I CRAWL � a DATUM (0'-0")(NAVD +8'-6") POST OFFICE OB O XNS L 11600 0 0 -" -- 7- - - --- - — — — _ _ - - � - - - - - =z - - - - - - -r - - - LL_ 1 o S O U T H O L , N Y 1 1 9 7 1 Exist EL.I+5 918' r ` — — — — — — — —B_O. Floor Joists D = r - --- 0'-8" I 6 3 1 - 4 7 7 - 6 7 3 6 11rt1" 111— I�1 — 111 �� - Exist. Grade —.—.—.—.—.—.—._.—. • • —.—.�. m k a r c h t e c t c o m — — i_ (Varies) EL. +4.4 d1 \ �. T.O. Foundation — — _ - IYP1 LL CONSTRUCTION:---------- o. — — —.—.—. STONE VENEER (ABOVE GRADE), COLOR T.B.S----_- - -- -0 11 I — - 1"STYF OFOAM PERIMATE RIGID INSULATION _ -BITUMINOUS WATERPROOF LAYER o '� POURED CONCRETE FOUNDATION WALL �= I l 9 d \ I 2 Building Section at Addition M .__.__._....._._ .�._._. — — —EX:�':.3r. F. . o Scale: 1/4" = V-0" o , + +�,. Scofield o - - NEW VENTED CRAWL SPACE TYPICAL CRAWL FLOOR CONSTRUCTION: SMART Residence -4 POURED CONCRETE SLAB VENTT.O.Slab -10 MIL POLY VAPOR RETARDER .'—'-- -2" RIGID INSULATION - � — �/ -3 8 I 2355 Village Lane w/ PERIMETER INSULATION (OMIT 6'WIDE EVERY 4 O.C.) 8" MIN.CRUSHED STONE DRAINAGE LAYER q I Orient, NY 11957 SET ON COMPACTED GRANULAR FILL G c o o GRADE(varies) { { { ! iz ;,;» +F! : 1- X11 Zt4l f,l }C ti j�' j;j ,. —.—.—.— ". — -4'-1 1/4" (NAVD 4 4') + I W Building Section —i -o- I Z v m I •.p SCALE:As Noted -- lB.O. Footing -6-71/4"VIF - �..=1111 IIII IIII_._111 --�LIl�I I 1111—1LLL=_I1ll —11 I I-I ll1� � A-300 3T pical Addition Wall Section Scale: 1" = 1'-0" @ 2020 Meryl Kramer Architect All Rights Reserved SIMPSON MSTA15Z-18 GAUGE RIDGE STRAP W/ 12- 10d NAILS-ALL ROOF RAFTERS Issue Date: Set: EACH RAFTER 5/5/21 To Structural Engineer IN PLACE OF STRAP 6/16/23 PERMIT SET ' WHERE RAFTERS DO NOT LINE UP WITH STUDS: SIMPSON H8 HURRICANE CLIPS @ 16"O.C. ON EXTERIOR FACE OF PLATE W/5-10d NAILS EACH END &SIMPSON MSTA24 18 GAUGE METAL STRAPS @ 32"O.C.W/ 18-10d NAILS _ ICE SHIELD UNDERLAYMENT REQUIRED PT POST,SEE PLAN GALV.SIMPSON ABU POST BASE 0 o CEILING JOISTS ARCyiT 1'-0" ANCHOR BOLTS PER POST BASE Z�5 �•44 KRq,y ��k EEC z DIAMETER (2)#5 DOWELS o BIGFOOT BF24FOOTING *N aC —24" PROVIDE 8d COMMON 024802 O� MAILS @ 4"O.C.AT FOF t4 EXTERIOR EDGE OF ALL SHEATHING ----- ----- ----- APA RATED PLYWOOD TO im EXTEND TO TOP OF TOP PLATE WHERE RAFTERS AND STUDS ALIGN: TYPICAL PIER SECTION B Scale: NTS Drawing Legend: SIMPSON H8 HURRICANE TIES @ 16"O.C. ( _ _ _ _ _ _ Wall To Be Removed W/5- 10d NAILS @ RAFTER, 2-10d NAILS @ PLATE,AND 5- 10 NAILS @ STUD./ Wall To Remain New Wall New Foundation Wall HEADER _--_____ Lines Above ------------ Lines Below ---•--- — Guidelines — — — -- Fence 5/8"APA RATED STRUCTURAL 1 101 Door Tag PLYWOOD SHEATHING 2 X 6 STUDS @ 16"O.C. w/8d NAILS @ 4"0/C AT EDGES&@ 6"0/C IN SIMPSON LSTA36 11 14"rIDE _ FIELD 18 GAUGE METALS[RIP @ JACK STUDS 101 Window Tag 24-10d NAILS _ Section X, g r—� Sheet A-XXX SI PSON MSTAI8Z 11/4"WIDE X ( Detail Tag PROVIDE SOLID BLOCKING 18 GAUGE METAL STRAP AT ALL SHEATHING SEAMS @ JACK STUDS Elevation Tag PROVIDE DOUBLE STUDS AT WALL VERTICAL 1 - 10d NAILS SEAMS SIMPSON MSTAI8Z 11/4"WIDE -18 GAUGE x METAL STRAP @ 32"O.C. W/ 14-10d NAILS x nxxx x Interior Elevation Tag 0 o x CO = 3/4" PLYWOOD SUBFLOOR GLUED& NAILED(TYPICAL)w/8d SIMPSON DSPZ 13/8"WIDE- 18 GAUGE NAILS @ 6"0/C AT EDGES& 12"0/C IN FIELD PROVIDE /F----�METAL STRAP WRAPPED UNDER BOTTOM PLATE SOLID BLOCKING @ ALL SUBFLOOR EDGES-1ST TWO BAYS @ 32"O.C. OF JOISTS W/8-10d NAILS (TYPICAL) NAIL SHEATHING TO M SILL PLATES 8d NAILS @ 4"O.C. M E R Y L K R A M E R a r c h i t e c t TYPICAL WALL CORNER-AND INTERSECTION DETAILS FLOOR JOIST FLOOR JOIST OC Scale: NTS - TOP OF FOUNDATION 2 6 0 H ORTONS LANE POST OFFICE BOX 1600 5/8 X 12"A.B. @ 32"O.C. & 12" FROM CORNERS 2-2X6ACQ ° °_ ° �' d d ° ° d a a. SOUTHOLD, NY I 1 97I ° COUNTERSUNK W/3 X 3 X 1/4"WASHER d �. ° 4 a A ° d . SILL PLATE 4 d ° 4 ° a ° 63 I 4 7 7 - 8 7 3 6 '•, ° - 4 da d d da, e d d m k a r c h I t e c t c o rn d a °ci • d ° d • t3 _ d 4 ° ° • ° d 'd 4 A ° G G o .d.Q ° :'`::.. SILL SEAL AND ° ° d A ° d �7 d d SEE FOUNDATION DWG. TERMITE SHIELD ° cd Q d "� ' ° d ° 4 d ` FOR DESIGN d ° ° d � d 'AC d d 2"V-GROOVE WITH SEALANT SECTION ELEVATION EACH FACE Scofield Residence A HOLD DOWN + SHEAR CONNECTION CRITICAL PATH — CONTROL JOINT NOTES: Scale: NTS 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. 2355 Village Lade 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. Orient, NY 11957 Structural Details TYPICAL CONCRETE WALL CONTROL JOINTS DS Scale: NTS SCALE:As Noted S- 100 @ 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/5/21 To Structural Eng.-Rev. 2x8 P.T.LEDGER w/Timberl-OK SCREWS 6/16/23 PERMIT SET INTO BOX BEAM,(2)SCREWS @ 16"O.C.(TYP.) 2x12 P.T.STAIR STRINGERS SET ON 2x10 PLATE ------------- - ---------------------------------------------------------------------------------L, p ; 2x12 P.T.STAIR STRINGERS I I \ LINE OF WOOD STEPS ABOVE SET ON 2x1T PLATE En — -- —W ao PT 2X6 DJ I BEAM POCKET BEAM POCKET --SEAM POCKET @ 16"O.C.(TYP.) @ 16"O.C. p ( TYPICAL DECK SUPPORTING PIER 0 a l I I I NEW 6x6 P.T.POST w/ABU66Z POST BASE "o it I ( I SET ON 10"SONOTUBE I w/(2)#4 VERTICAL DOWELS, w ON BIGFOOT BF24 FOOTING J EXIST. TO REMAIN EXIST.F TO REMAIN PT 2x8 I j 36"MIN.BELOW GRADE - - + ' - ' ' ' - - ' LINE OF WOOD STOOP ABOVE I I E3 U I 1 I I 1 cop 2x8 P.T.LEDGER w!Timberl-OK SCREWS ,�EFtED q,4 • - _I_ - , -I_ _ , L _I 3"DIA. ( INTO BOX BEAM,(2)SCREWS @ 16"O.C.(TYP.) � +j L Kp PIPE COLUMN --a� -------- -------- ------------------ � Rqy� d I I OR --------------- -------- n--------'-l �:1 `. p 8,x16"CMU _ >. PEDESTAL SHIMS BETWEEN I o I I OVER 30'x30"x1 ' NOTES: LIJ 1P NEW GIRDER& l- rl -� cxv P.C.FOOTING p FOUNDATION CONCRETE TO BE 3000 PSI EXIST.JOISTS,TYP. ��` ?4 > I i BEAM POCKET ALL SLABS TO BE 4000 PSI 802 100 I — —I— — + NE N JO I i a SEE FOUNDATION PLAN A100 FOR SMART VENTS OF Co 1 1 I � 1 I0 I SEE S10o FOR HOLD DOWNS AT FOUNDATION I I I ' w ( I w l I BEAM POCKET---\ I I I 0 ( NEW P.C.SLAB I 0 I 0 I 1 p l SEE(A-300) p 00 I I Drawing Legend: N I I N I 1 I I I I BEAM POCKET I I I ; [ _ _ _ _ _ _ j Wall To Be Removed BEAM POCKET m l m l L _ , w VENT �- V _" a p ' i New Wall Wall To Remaln '---- ----------------------------- - --- -- - ------------- o N i w New Foundation Wall ------ -------------------- - ----------- NEW CRAWL m ? ; _------_ Lines Above o > oo PT 2 6 DJ �O 00 ACCESS HATCH NEW P.C.FND.WALL o N @ 16'O.C. V �_3 m 2x8 P.T.LEDGERiwi/ - NEW FJSEE A-100 LL c N m ABOVE �— -- Lines Below ( ) pw Timberl-OKSCREWS ____------ w w ~-I -I INTO BOX BEAM,I 1 I —•------- Guidelines j � (2)SCREWS i EXIST.FJ TO REMAIN @ 16"O.C.(TYR)I Fence 1I 1 1 I I • 2x12 P.T.STAIR STRINGERS - -r-- -. ----� 101 Door Tag ------- ---- SET ON 2x10 PLATE I I @ 16"O.C.(TYP.) - S 101 I i i AM POCKET 101 Window Tag I I I I I NEW P.C.SLAB Axxx Section X, I SEE(A-300) Sheet A-XXX I LINE OF EXIST.WALL ABOVE I I I I X Detail Tag I I I �m o ' Elevation Tag i I 3"DIA. . _ PIPE COLUMN x OR 8"x16"CMU 2x8 FJ @ 16"OC PEDESTAL x x Interior Elevation Tag OVER 30"x30"x12" i P.C.FOOTING x I BEAM POCKET VENT VENT I I I I i ---------- ----------------------' NEW P.C.FND.WALL SEE(A-100) 2b S-101 I M E R Y L K R A M E R a r c h i t e c t Foundation Structural 1 Scale: 1/4" = 1'-0" 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 2x8 P.T. LEDGER w/Timberl-OK SCREWS I INTO BOX BEAM, (2)SCREWS @ 16"O.0 m k a r c h i t e c t . c o m (TYP.AT STOOPS), BOX BEAM T.B.D. IN F (2) P.T. 2x6 SILL PLATES DECK SLOPED AWAY FROM HOUSE w/5/8"x 12"ANCHOR BOLT @ 32"O.C. 1/8" PER FOOT MIN. EXIST. FRAMING ABOVE, w/3x3 WASHER (TYP.) T.O.Subfloor T.O.Subfloor T.O.Subfloor T.O.Subfloor DECK T.O.Subfloor Aoll Av DATUM(0'-0")(NAVD+-'6") DATUM(0'-0")(NAVO+8'-6") • DATUM(0'-0")(NAVD+8'-6") DATUM(0'-0")(NAVD+8'-6") DATUM(0'-0")(NAND+$'-W) P.T.2x6 FLOOR JOISTS B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists �'8" 0'8" 0'8" 0'8" }O'8" • ti NEW DROP GIRDER LL Scofield • T.O.Foundation Wall > I I T.O.Foundation Wall 11 ti T.O.Foundation Wall v L_______- T.O.Foundation Wall S AT EXIST. -------------- �. " 0'-11" 1/8" HIM ST.JOISTS TO Foundation_W 11 -0'-11" 0,11" Residence BEAM POCKET,SHIM AS REQ'D. I 4"' 2 - —.—.—.—.—.—.—.—.—.—.—. ,w - I'' —•---- — —•—EXIST.F.F. I EXIST.F.F. •—•— — — — — — I �- — .—,—,—.—.—EXIST.F.F. —.—.—.—.—.—.—. _ 7'. —. —.—.—.—.—.—.—.—. EXIST.F.F. —.—.—.—.—.—.—.—. .— .—.—._.—. EXIST.F.F. (NAVD+5.08') (NAVD 1+5.98') o (NAVD+5.98') — — — — — — — 2355 Village Lane _ (NAVD+5.98') (NAVD+5,98') w w W DROP.GIRDER,SEE PLAN Orient, NY 11957 Ji Z 81 `� Z 8 `� z 1 E- SIMPSON LCC LALLY COL.CAP > > > (2)#4 REBAR SET 3" BE o d > o > o T.O.WALL(TYP.) N 0 0 v 3" DIA. PIPE COL.OR 8"x16"CMU PEDESTAL T.O.Slab ; T.O.Slab v T.O.Slab v T.O.Slab T.O.Slab 'RADE -3'-8" y.v. . - 'C1' .. ,P ry a GRADE -3'-8" - -��,:c} _w - .Q .- - GRADE -3'-8" - . a - o v. _ o. - o• -3'-8" �;, - - v -. v 'c� - C r - - - - - I I ,� r;• r _ 1EI i flu l ...�:::,� �, ( . !if .I� i ,.�.� f�r I li�,!d •IIM ifNl'..1}: If I 'lllrF#�t, -��Ih .f.: `l l 1 f Hil! I !. ' f :".,.,,..»•;.I: �_�{ ui, ,�. � .I ,II r.. �'. i Li ,� I I Id I. i I I ft r Il II Foundation Structural - __ 12"x12" PEDESTAL - _ /O 4 REBAR IIII— a -� w 4 # B.O.Footing - B.o.Footin B.O rooting B.o.Footin 1 SCALE:As Noted v g P g - g -� - g v- I cam•, B 0 Footing 6'7 1/4"VIF _ - — 6'711/4"VIF ---_ -_ --_ - - _— _ --__ -6'-7 1/4"VIF - -- — =8" -6'-7 1/4"VIF - - - - --_ — 6'7 1/41'VIF 8" s s -- - --- -- s $ IIII- IIII=IIII- -8'- --s°- s°- _ - s.. s _IIII=— 9 10 -9"_ _ IIII IIII--1111 I 2,-o III III 111 2,-0„ 2)61! - — 2'-0' 2'-0' ' G ' - II I � II� W- M (3)#4 REBAR SET 4"ABOVE VE C.L. COL. FOOTING B.O. FOOTING EACH WAY(TYP.) S- 101 Foundation Section T Foundation��eion at Beam Pocket Foundation Section at Stoo 4 Foundation Section between Volumes B0#OOTBING EACH WAYAR SET O(TYP.) Section at S reap' p p d Footin at Crawl Spacecale: 3/4" = 1'-0" Scale. 3/4 – Scale. 3/4 1 0 Scale. 3/4 = 1-0 Scale. 3/4 – 1-0 @ 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/16/23 PERMIT SET ��RED ARC �-j L KRq 02480 yp� OF NE`N Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall �\ _---_—_- Lines Above ------------ Lines Below Guidelines — — — —- Fence \ 101 Door Tag EX.HDR. EX.HDR. �\ 101 Window Tag -------------- �' Section X, �I \ Sheet A-XXX Detail Tag f = LLJ Ix I LU x Elevation Tag I ' x - EXIST.FJ TO REMAIN EXIST.RR TO REMAIN \ xAxxx x Interior Elevation Ta � g X \� x ED EX.HDR. EX.HDR. --INSTALL NEW RIDGE FULL LENGTH C�' 2x6CJ@16OC— ' o SPLICE EXIST. 0 0 2x6 RR @ 24"OC U I. w/2x8 RR@24"OC ?. (3)2x8 EXIST.FRAMING /ATO REMAIN �\ M E R Y L K R A M E R A a r c h i t e c t � lC) Li o - - (0 NOTES: I 260 HORTON5 LANE @ POST OFFICE BOX 1 600 `r11 f SEE S10o FOR HOLD DOWNS AT FOUNDATION I 4 vLL OLNY I97 ao SOUTH D I I \\ // N - — - - -- _— - ao 6 3 1 - 4 7 7 8 7 3 6 ---- ---------- -- ------- ---- 1 --- - – ------ — - / @ —� 1 N (2)2x8 EX.HDR. (2)2x8 — -- EX.HDR. 2x8 RIDGE —t I N U EXIST.FRAMING \ `x°U) o m k a r c h t e c t c o m TO REMAIN _ _i N = I ATTIC HATCH i I \ `---GABLE ADDITION: w00 N 2x4 FRAMING i I� I ADDITION: Scofield2x6 FRAMING (2)1x10 ------SPLICE EXIST. 00 00 2x6 RR R Residence N N w/2x8 R @ 24"OC Ui N C7 j o ---____ADDITION: 2355 Village Lane x Orient, NY 11957 2x8 RR @ 16 OC N ( 2x8 RR @ 16 OC 2x6 FRAMING I 2x6 CJ @ 16 OC SET AT 9'AFF U II � j 00 x N N CV ( N j First Floor Structural (2)2x8 (2)2x8 I ; I NOTE: MIN.HEADER=(2)2x6 SCALE:As Noted First Floor Structural C2)- Scale: 1/4" = 1'-0" S- 102 © 2020 Meryl Kramer Architect All Rights Reserved