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HomeMy WebLinkAbout48026-Z hoA%Qf SOUTyo`o Town of Southold * * P.O. Box 1179 oQ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45665 Date: 10/23/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1130 W Creek Ave Cutchogue, NY 11935 S ec/B lock/Lot: 103.-13-9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/24/2022 Pursuant to which Building Permit No. 48026 and dated: 06/30/2022 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: single-family dwelling with a partially finished basement,. 2 side entry porches and a rear porch with roof deck as applied for. The certificate is issued to: Todebush RD Family Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0077 ELECTRICAL CERTIFICATE: 48026 8/3/2023 PLUMBERS CERTIFICATION: Jack Gismond 7/19/2023 uth - d ignature �o�SofFoc,��o TOWN OF SOUTHOLD w ay BUILDING DEPARTMENT CO x 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#: 48026 Date: 6/30/2022 Permission is hereby granted to: Todebush, Roger 460 W Barry Ave Apt#2W Chicago, IL 60657 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD, Trustees approvals. At premises located at: 1130 W Creek Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-13-9 Pursuant to application dated 5/24/2022 and approved by the Building Inspector. To expire on 12/3012023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,811.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,861.20 Building Inspector OF SO!/T�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q 0 • ho sean.devlinCa)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Todebush RD Family Trt Address: 1130 W Creek Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 48026 Section: 103 Block: 13 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: PKJ Electrical License No: 60122ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat 50A Duplec Recpt 59 Ceiling Fixtures 13 Bath Exhaust Fan 3 Service 3 ph Hot Water 30A GFCI Recpt 21 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 71 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights $' Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 33 4'LED Exit Fixtures Sump Pump Ed Other Equipment: Fridge, Mini Fridge, CooktopGas, Oven, Hood, DW, W/D-2, Motorized Skylight, 200A Panel 60 Circuit/ 55 Used Notes: New Two Story w/ Half Finished Basement Inspector Signature: August 3, 2023 S.Devlin-Cert Electrical Compliance Form so�Tyo: ~ Telephone(631)765-1802 Town Hall Annex _ " : Fax(631)765-9502 54375 Main Road P.O.Box 1179 ' Southold,NY 11971-0959 • � f BUILDING DEPARTMENT J U L 1 9 2023 TOWN OF SOUTHOLD BUR DING DEPT. TOWN CERTIFICAT"IO"N Date: l Building Permit No. ; Owner: I o S ((Please print) Plumber: (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 o 20 07 aj" CONNIE D.BUNCH Notary Public,State of New York No.01 BU61 85050 Qualified Suffolk Qj Commission Expires Aprill 14 14,2 2 Notary Public, C;`outy r OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION OUNDATION 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: n! r DATE 7�L'?� INSPECTOR OP SOl/Ty�lo # # TOWN-OF SOUTHOLD BUILDING DEPT. `ycourme�' 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL REMARKS:REMARKS: S tlV�, e4 DATE INSPECTOR f _ OFSOUI - - r ,t 3o Yv # # = H _ L-DMUILDING DEPT. TOWN OF SOOT O °`ycoutm, '' 765-1802 I NS-PECTION [ ] FOUNDATION 1ST [ ] -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 - REMARKS:. o Ve DATE ILI 11,V INSPECTOR r 90 OF 30Glyolo ((" # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: 6W� C Ar Or DATE « IN ?/' INSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. WN, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Y] (INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]{ RENTAL REMARKS: Iohl V aD c � fl DATE I INSPECTOR so # # TOWN OF SOUTHOLD BUILDI G DEPT. 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/Jf REMARKS: 1/2 s DATE INSPECTOR Mejia, Evelin From: Roger Todebush <Todebush@pequash.com> Sent: Wednesday,July 24, 2024 12:37 PM To: Mejia, Evelin Cc: mike Liegey Subject: Re: 1130 W Creek Ave, Cutchogue Attachments: 48026tix_20240718120138.pdf Hi Evelin, Thanks for your email with the outstanding items. Attached are photos showing completion of points 1, 2, 4, 8, and 9. Re point 8, contractor says flexible pipe is okay to the wall and then hard pipe, as shown in photo? I'm working on#3, permit for generator. Regarding #5, what type of plan to show changes?Nothing was really changed from the architectural plans except eliminating the north exterior door from the screened porch and shifting the basement Bilco door to save a tree. The site plan will show the HVAC equipment and generator. Please let me know what else you need for amended plans? Thanks, Roger Todebush 4A �--� UO i r 1 ... `` � • �� ..�• . T:�`. � • '�`. � Y +1� :4 1��a'4^ �1 �^• _ �. '{Z. �. �� '� �,� .� `� �v t \ �• � \ I f c 7 x. �,�F•3 % f \I ' • ?` � .• r R N i N y 4 +1 � r E � Eiv r I .. i . �; t • ,� _ 1 1 • ' • COMMENTS e. FOUNDATION(1ST) a rwre ---------------------- ol • ROUGH1 _ i' 4•MMTII PLUMBING 1 K.5 km INSULATION PER N.Y. STATE ENERGY CODE _ . ,. . ILA/ mot,! — ADDITIONAL COWftNTS I ' it �[.�1,'�/� •. a_' • r .� ' V! 1 9� C C o�gUwFot,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O: Box 1179 Southold,NY 11971-0959 • o�� Telephone(631)765-1802 Fax(631)765-9502 hi!ps://www.southoldtow!My.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only MAY 2 4 2022 PERMIT NO. Building Inspector: BUILDING DEFT. TOWN OF SOUTHOLD A IicetioriS=and=forms`must°be filled;oiit:in them entire :'Incom-teteVr '- =_ applications wilL'noftieacceptea 1Nhereahe Applicant is:not`the owner;an, ' :Ovimer's Authorization form(Page 2j shall,be_completed Date: OWNERS P.:.0 5°ROP RTY• - I< - - - Name: r SCTM#1000- l�s__ 13._oM Project Address: _ _ ___G- _ _ A ZC G ._._ Phone#:. _ Email: C_ S Mailing Address: CONT CT PERS ON:-A Name: Mailing Address: (p}_.__ Phone#: -I___� `I'.�b Email: li2kl_�tGj�_,�j-�G L.o__ttlk„�� •_K-C, D =P OFESS A - - = - - -SIGN_ R ION L=INFOR9tlIATION E = - - Name: Mailing Address: Phone#: Email: �C NTRAC`TOR1N,ORNIAT OiV F _ Name: v_lif- Mailing Address: Phone#: - _—_ - .`�^ Email: c.. RI,PTION.OF_iPROPOSED'CONSTRUCTLON�= �5� - New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Flthe lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? Ayes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property:s a r Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesXNo IF YES,PROVIDE A COPY. ' Check Box After Reading: The owner%ontractor/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 taws,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 taw. Application Submitted By(print name : Mq SSG L/ T� JAuthorized Agent OOwner Signature of Applicant: Date: lea' 12 Z_ CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU 6185050 COUNTY OF 90 (� Qualified in Suffolk County Ia� ) Commission Expires April 14,2-0.-43 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contr ct)above named, (S)he is the (contract4,Agent,Corporate Ofticer,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 � Notary Public . PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Roger D. Todebush . 460 West Barry Ave,Apt. 2W I, residing at Chicago, IL 60657 Mark Schwartz &Associates do hereby authorize to apply on my behalf to the Towo of Southold B ilding Department for approval as described herein. 5/23/22 Owner's Signature Date Roger D. Todebush Print Owner's Name 2 BOARD OF SOUTHOLD.TOWN TRUSTEES . SOUTHOLD,NEW YORK- PERMIT NO. 10048 'DATE: DECEMBER 15.2021 ISSUED TO: ROGER D.TODEBUSH PROPERTY ADDRESS: 1130 WEST CREEK AVENUE.CUTCHOGUE " , SCTM#: 1000-103-13-9, , AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 15. 2021, Ve and in consideration of application fee in the sum of 2$ 50.00 paid by Roger D. Todebush and subject to the y Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes-and perm its =' the following: Wetland Permit to construct a two-story,single family dwelling(1,180sq.ft.footprint)with attached 192.0sq.ft.seaward screened in porch;construct an outdoor shower; install an IA/OWTS septic system; and install a pervious gravel driveway;establish and perpetually maintain a 15'wide nob-turf buffer landward of the top of bank;with the conditiowthat no ! additional structures be applied for in the area seaward of the proposed house and deck; and as t depicted on the site plan prepared by Mark Schwartz&Associates,last dated December 7, ' 2021,and stamped approved on December 15,2021. { P PP 1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these ' presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. F01' �y, JV a�� Greg Williams — Absent �� Glenn Goldsmith,President �QF S®(/jy Town Hall Annex A.Nicholas Krupski,Vice President ��� ®�� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • �® Fax(631) 765-6641 August 17, 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Roger D. Todebush P.O. Box 5 Cutchogue, NY 11935 RE: 1130 WEST CREEK AVENUE, CUTCHOGUE SCTM#: 1000-103-13-9 Dear Mr. Todebush: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 16, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10048 to install a 25"x48" generator set on a 29"x52" pad, on the north side of the house with two (2) HVAC units; as-built bluestone walkway on cement; 6' high panel fencing on north side of residence; 12" high timber retaining wall; low,profile boulder wall east of non-turf area (approximately 45'x18"); increase vegetated non-turf buffer landward by approximately 4'with additional native plantings; eliminate outdoor shower; and as depicted on the site plan prepared by Creative Environmental Design, dated August 14, 2023, and stamped approved on August 16, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President ® ®U��®� 54375 Route 25 ® P.O.Box 1179 Eric Sepenoski y Southold,New York 11971 Liz Gillooly ac Telephone(631) 765-1892 Elizabeth Peeples ® �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2133 C Date:May 30, 2024 THUS CERTIFIES that the construction of a two-stoM single-family dwelling(1 180 sq.ft. footprint)with attached 192sq_ft seward screened in porch installation of an IA/OWTS septic system; installation of a pervious gravel driveway, establishment and perpetual maintenance of a 19'_wide non- turf buffer landward of the toRbank with native plantings,• installation of a 25"x4g",generator set oa<ia 29"x52"pad on the north side of the house with two(2)HVAC units as-built blues`tone`walkway on cement,• 6' high panel fencing on north side of residence,• 12"high timbe retaining wall, low profile boulder wall east of non-turf area(approximately 45'xl 8"). At 1130 West Creek Avenue, Cutchogue Suffolk County Tax Map#1000-103-13-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 24,2021 pursuant to which Trustees Wetland Permit#10048 Dated December 15,2021,was issued and Amended on August 16,2023 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story,single-family dwelling(1 180 sq ft footprint)with attached 192sq ft seward screened in porch installation of an IA/OWTS septic system,• installation of a pervious gravel driveway establishment and perpetual maintenance of a 19' wide non-turf buffer landward of the top bank with native plantings• installation of a 25"x48"generator set on a 29"x52"pad on the north side of the house with two(2)HVAC units,as-built bluestone walkway on cement,• 6' high panel fencing on north side of residence,• 12"high timbe retaining wall,• low profile boulder wall east of non-turf area(approximately 45'x18"). The certificate is issued to ROGER D. TODEBUSH owner of the aforesaid property. Authorized Signature L / �1 TERMS AND CONDITIONS The Permittee Roger D. Todebush,residing at 1130 West Creek Avenue,Cutchogue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the.Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold, 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to.complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a.result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. '10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®F S®u,. Town Hall Annex A.Nicholas Krupski,Vice President ® � 54375 Route 25 h ® P.O.Box 1179 Eric Sepenoskig Southold,New York'11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples ® a� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2133 C Date:MU 30,2024 THIS CERTIFIES that the construction of a two-stogy,single-family e-family dwelling(1 180 sq.ft. footprint)with attached 192sq_ft seward screened in porch installation of an 1A/OWTS septic system; installation of apervious gravel driveway, establishment and perpetual maintenance of a 19' wide non- turf buffer landward of the top bank with native plantings,• installation of a 25"x48"generator set on a 29"x52"pad on the north side of the house with two(2)HVAC units-,as-built bluestone walkway on cement,• 6' high panel fencing on north side of residence-, 12"high timbe retaining wall,• low profile boulder wall east of non-turf area(approximately 45'x18"). At 1130 West Creek Avenue,Cutchog:ue Suffolk County Tax Map#1000-103-13-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 24,2021 pursuant to which Trustees Wetland Permit#10048 Dated December 15,2021,was issued and Amended on August 16,2023 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story,single-family dwelling(1 180 sq ft footprint)with attached 192sq ft seward screened in porch installation of an 1A/OWTS septic system-,installation of a pervious gravel driveway' establishment and perpetual maintenance of a 19' wide non-turf buffer landward of the top bank with native plantings; installation of a 25"x48"generator set on a 29"x52"pad on the north side of the house with two(2)HVAC units:as-built bluestone walkway on cement,• 6' high panel fencing on north side of residence,• 12"high timbe retaining wall; low profile boulder wall east of non-turf area(approximately 45'x18"). The certificate is issued to ROGER D. TODEBUSH owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 .SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO NJURISDICTION NO PERMIT NEEDED TIDAL WETLANDS ACT February 15, 2022 Robert Todebush Re: 1-4738-04843/00001 460 W. Barry Ave,Apt 2W Todebush Property Chicago, IL 60657 11130 West Creek Ave,Cutchogue SCTM# 1000-103-13-9 Dear Applicant; Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the above referenced parcel located landward of the 10-foot elevation contour, which exceeds ten feet above mean sea level in elevation, as shown'on the survey prepared by Donald J. Metzger, last revised 1/18/2022,is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that contour. Check#2655 for$200 has been destroyed since there is no application fee for jurisdictional determinations. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier,or hay bale berm. The proposal to establish a"NON TURF BUFFER"consisting only of plantings with a portion of the buffer extending seaward of the 10-foot elevation contour as shown on the referenced survey and as shown and described in the Landscape Plan prepared by David Cichanowicz, Creative Environmental Design, dated 12/9/2021,has been determined for this project to be a use listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5(b)(9))which does not require a permit(NPN). Be advised, any additional work or modification to the project as described,may require DEC authorization. Please contact this office if such activities are contemplated. NEWYORK Departmentof oPvoa°uNin Environmental conservation This letter shall remain valid unless site conditions change. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Kevin Kispert Permit Administrator KK/file cc: NYSDEC-MHP Suffolk Environmental Consulting COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTWE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER April 26,2022 Mr,Joseph Fischetti,P.E. 1725 Hobart Road P.O.Box 616 Southold,NY 11971 Subject: R 22-0077 — Property of Roger. Todebush — 1295 West Creek Avenue, Nassau Point — t/o Southold—SCTM#: 1000-103.00-013.00-009.000 Dear Mr.Fischetti, Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your;)pp i,.'a on will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary.delay. Ve 1 urs, ohn Sohn -E. Chief Pu i ealth Engineer Chair, d of Review Enclosure / Cc: Board of Review File— Yaphank iA. Roger Todebush Ms. Edward Lyons—Reviewer Mr. Robert Anderson Mr.Andrew Freleng—Planning Department Mr. &Mrs. Wickham Town of Southold Planning Department West Creek Ave.Trust ,< •Division of Environmental Quality♦Board Of Review•360 Yaphank Avenue,Sulte 26•Yaphank NY 11980• Phone(631)852-5801 Fax(631)852-5825 PublicHealth SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 27 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 22-0077— Roger Todebush—1295 West Creek Ave.,Nassau Point—t/o Southold—SCTM: 1000-103.00- 13.00-009.000 ' Hearing Date: April 14,2022 Board Members:Kenneth Clunie,Joshua Mednick,P.E. Reviewer:Edward Lyons Statement of Problem. Residential construction standards require that the distance.between sanitary leaching structures and 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 neighboring-wells. Findings and Facts 1. The applicant is proposing to contra.-; 'oexiroom single-family dwelling on a parcel having an area of 10,553 square feet. 2. The parcel is located in Groundwater Management Zone 4,and is depicted as one lot on the 1981 tax maps. 3. The dwelling. is to be served by a new sanitary system consisting of an innovative and alternative onsite wastewater treatment system (11A OWTS) consisting of a Hydro-Action AN 600 treatment system and two 8-foot diameter by 8-foot effective leaching pools, with room for one expansion pool. VA OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system(septic tank plus leaching). 4. Water supply is to be public water,supplied by Suffolk County Water Authority. 5. Soils conditions are acceptable,with 0.5 feet of dark brown loam, 1.5 feet of brown sandy clay, 1 foot of brown clayey sand,and 14.9 feet of pale brown fine sand. 6. Groundwater was encountered at 15.2 feet below grade✓at elevation 0.8 feet above mean sea level based on a highest expected groundwater elevation of 1.5, as per the submitted test hole. 7. As per the groundwater I contributing areas and source water assessment maps prepared by Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive Wadi Resources Gregson H.Pigott,MD,MPH,Commissioner Hearing Date:April 14,2022 Subject: Findings and Recommendations of the Review Board Regarding: R-22-0077 — Roger Todebush—1295 West Creek Ave.,Nassau Point—tlo Southold---SCTM: 1000-103.00- 13.00-009.000 Management Plan-(CWRMP) for Suffolk County, groundwater flow direction is westerly towards Wickham's Creek. 8. The proposed sanitary system does not meet the minimum required separation distances from neighboring shallow drinking water wells,as follows: a. Approximately 103 feet between the leaching structures and the neighboring well on the lot to the south known as SCTM #: 1000-103-13-10 (property of Wickham), where 150 feet is required. The leaching structures are located upstream and laterally from the well with respect to the groundwater flow direction. b. Approximately 138 feet between the leaching structures and the existing neighboring well on the property to the southeast across West Creek Ave. known as SCTM#: 1000-103-13-3(property of West Creek Ave.Trust),where 150 feet is required. The leaching structures are located downstream and laterally from this well with respect to the groundwater flow direction. 9. The applicant has offered to connect thp.,two neighboring dwellings to the existing public water main,but they have declined the';fff',r: 10.The applicant has received a Town of Sv)-ntho[1 Trustee's Permit(Permit No. 10048 issued December 15,2021)and a NYSDEC lede3•of non jurisdiction(dated February 15,2022). Determination It was a 3 to 0 determination of the Board to grant the request for the variance for the location of the proposed new sanitary system with the following conditions: • The applicant submits a letter from the Town stating that the proposal meets Town Zoning or any other documentation, acceptable to the Department, verifying the proposal meets Town Zoning. • The applicant shall hold open the offers to connect the two neighbors to public water until such time as final approval is issued. One last offer shall be sOmitted to the neighboring owners at that time. Although the separation distances between the proposed new sanitary system and neighboring wells are less than those required by standards, the sanitary leaching structures have been located in the best possible locations for protection of drinking water wells. The dwelling will be served by a sewage disposal system consisting of an I/A OWTS,which will improve protection of groundwater resources. 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. GregsonH.Pigott,MD,MPH,Commissioner, Hearing Date:April 14,2022 Subject: Findings and Recommendations of the Review Board Regarding: R 22-0077 —Roger Todebush—1295 West Creek Ave.,Nassau Point—t/o Southold—SCTM: 1000-103.00- 13.00-009.000 The,granting of the requested variance is not a formal approval to construct a new dwelling on the subject property. Rather;it is a determination on the specific variance requested,based upon factors noted in§760-612 of the Suffolk County Sanitary Code(Sanitary Code). Ia compliance with§760- 612A(l)(a),the proposed variance is in general conformity with the Sanitary Code. The variance 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 variance 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 variance 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. April 26,2022 ohngen,P.E. oard of Review ���l, � L *Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the ve i e ective December 1,2020. COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner PERMIT CONDITIONS Project Name: Todebush Sanitary Health Services Reference#: R-22-0077 SCTM#: 1000103001300009000 Revision#: 0 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems`for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable'standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan) expires three(3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable) for approval prior to construction. No inspections will be i performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend,or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems, water supply system components and piping,.and final grading as shown on the approved plans.This can be done by calling the department at(631) 852- 5754, or through the ACA Portal at https://aca-prod.accela.com/SUFFOLKC0. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-6700 between 8:30a.m. and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses,"requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore,.in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings,additions to— existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 ProjectUame: Todebush Sanitary Health Services Reference#: R-22-0077 SCTM#: 1000103001300009000 Revision#: 0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED: For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. 1) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system 2) Check with local Building Dept. to verify if a building permit is required for the installation of an I/A OWTS (e.g. electric permit). DOCUMENTS REQUIRED: 1) Four (4) prints of an As-Built plan (See instructions Form WWM-041) 2) "Tap letter" or equivalent from water district indicating approval of the public water supply 3) Certification from the licensed sewage disposal system installer (Form WWM-078) 4) Signed copy of the Operations & Maintenance Contract for the I/A OWTS 5) Completed Application to Register an I/A OWTS (Form WWM-304) 6) Design Professionals Certification of Constructed Works (Form WWM-073) for: I/A OWTS and all related components 7) Submit copies of certified mailing renewing the offer to connect the 2 neighbors with wells less than 150 ft. to your sanitary system to public water. WWM-016 Page 2 of 2 �oS�fFOtk O BUILDING DEPARTMENT- Electri Oscar r �1 v E TOWN OF SOUTHOLDUD pp G�� �2022 w. Town Hall Annex- 54375 Main Roa Brd 117 '*► t Southold, New York 1197 -09 9 BUILDING DEPT. SOUTH _Q ,�folaO� Telephone (631) 765-1802 - FAX (631) 76S�Vff2 rogerr(aD-southoldtownny.aov — sea nd(a southoldtownny._ ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/2/22 Company Name: PKJ Electrical Corp Electrician's Name: Peter Jackson License No.: ME-60122 Elec. email: PKJ.Electric@gmail.com Elec. Phone No: 631-714-5444 01 request an email copy of Certificate of Compliance Elec. Address.: 8 Fairview Ave, Holtsville NY 11742 JOB SITE INFORMATION (All Information Required) Name: Tolebush Address: 1130 West Creek Ave Cutchogue Cross Street: Old Pasture Rd and Pequash Phone No.: 631-847-7318 `. Bldg.Permit#: 48026 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New house Square Footage: 1 2Z o O Circle All That Apply: Is job ready for inspection?: ❑ YES ✓❑ NO ❑Rough In ❑Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service 8izeFv—l1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect QUnderg round❑Overhead # Underground Laterals ✓ 1 R2 ✓ H Frame ✓ Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION zV i T�je- C)3 i r;,,i,T 113 laT� c�' 4uG CJ)� �Address- switches GFI's Ur face :)c(-)n•ces } .!H's / r"3 ns Fridge --1 HW Ust Oven — ,nrnkes � D1,V Mini < rbon Micro ^- Generator Cooktop J00 Transfer 1 � AH 2 ^ Yf`` Hood Service ham' .amps Have Used osuFFocI(�o� y� BUILDING DEPARTMENT-Electrical Inspector IS TOWN OF SOUTHOLD & Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 13 t a Date ALAq L, 5� 15 2022 Customer Name & rj 5h Electrician Name I<J- I- CDQ2 Address () p Ue Phone (y3 -� y— S y e-mail r�-l�GQ2b�-4 �{�. e-mail PKJ Phone 7 a _ a 3 L)- -]R&a- License# E— p l as Size GOb A Phase 1 Overhead Underground 'X #of Meters Remarks #of Underground Lateralsl 1 2 New X "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N pD(e 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 verificatio or rs the clat ove. Authorized by t , �', ABSTRACTS, -INCORPORATED' 100 Garden City Plaza,Suite 201,Garden City,NY 11530 516.683.1000 Fax:516.6810089 123 Maple Avenue Riverhead,NY 11901, 631.369.0200 Fax:631.369.0199'Reply to our Garden City Office Tuesday,April 26,2022 Page 1 of 1 RogerTodebush _ 460 W. Barry Avenue Apt 2W Chicago IL 60657 Account Number: 770 . (773)230-7862 Search Number: ST-46098 Order Details: Ordered: 4/19/2022 Customer Reference: Todebush Remarks: ST-39066 Update S/S Owner(s): Roger Todebush Premises: 1130 W.Creek Avenue,Cutchogue,NY 11935(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 4/19/2022 Updated S/S Search $225.00 $0.00 $0.00 $225.00 4/19/2022 Credit Card Payment ($225.00) $0.00 $0.00 ($225.00) * Sales Tax not applied Charges: $0.00 Please make checks payable to: Sales Tax: $0.00 Abstracts Incorporated ' Payments: - $0.00 i 100 Garden City Plaza,Suite 201 i Total Due: $0 Garden City,NY 11530 .00 i — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return this—portion with your payment Name: Roger Todebush Invoice Amount: $0.00 Amount Enclosed: $ [ ] Please apply payment towards Search Number ST-46098. - [ ] Please apply payment towards balance under Account Number 770. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to Abstracts Incorporated :j.ABSTRACTS, ice-INCORPORATED' 100 Garden City Plaza,Suite 201,Garden City,NY 11530 516.683.1006 Fax:516.683.0089 123 Maple Avenue Riverhead,NY 11901, 631.369.0200 Fax:631.369.0199 'Reply to our Garden City Office SINGLE AND SEPARATE SEARCH April 26, 2022 RogerTodebush 460 W. Barry Avenue Apt 2W Chicago, IL 60657 Re: Our Title No. ST-46098 Premises : 1130 West Creek Avenue,Cutchogue, NY 11935 Tax Map Designation District: 1000 Section: 103.00 Block: 13.00 Lot:009.000 Dear Sir or Madam: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold,Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 4/23/1957 to 4/12/2022.Said search discloses the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 103.00 Block: 13.00 Lot:009.000 DEED#1: Grantor: Cora Wickham Dated:2/20/1928 Recorded: 10/8/1929 Liber: 1461 Grantee: Gordon Y. Billard and Louise W. Billard, his wife Page: 457 Page 2 ST-46098 DEED#2: Grantor: Gordon Y. Billard - Dated: .1/29/1954 Recorded: 2/16/1954 Liber: 3652 Grantee: Louise J. Billard Page: 490 1 DEED#3: Grantor: Louise J. Billard Dated: 11/13/1975 Recorded: 11/20/1975 Liber: 7945 Grantee: Minnie S.Todebush Page: 584 (VOTE: Minnie S.Todebush died 2/23/1986 in Suffolk County: DEED#4: Grantor: Ralph B.Todebush,Jr. and Peter M.Todebush, Dated: 11/7/1986 as Executors of the Last Will and Testament of Recorded: 2/27/1987 Minnie S.Todebush,who died 2/23/1986 Liber: 10258 Suffolk County Page: 209 Grantee: Ralph B.Todebush Jr.and Peter M.Todebush Covers Lots 009.000 and 030.000 Page 3 ST-46098 DEED#5: Grantor: Peter M.Todebush and Ralph B.Todebush Jr, Dated: 11/7/1986 Recorded:2/27/1987 Grantee: Peter M.Todebush and Ralph B.Todebush,Jr., Liber: 10258 as Co-Trustess U/T/Agrt Establishing West Page: 205 Creek Avenue Trust, Peter M.Todebush and Ralph B.Todebush Jr.,Grantors,dated 10/24/1986 J Covers Lots 009.000 and 030.000 DEED#6: Grantor: Peter M.Todebush Dated:9/23/2002 Recorded:2/5/2003 Grantee: Peter M.Todebush and Mary H.Todebush, Liber: 12233 husband and wife Page: 997 Covers Lots 009.000 and 030.000 DEED#7: Grantor: Peter M.Todebush and Mary H.Todebush Dated: 12/8/2007 Recorded:6/17/2008 Liber: 12554 Grantee: West Creek Avenue Trust Page: 909 Covers Lots 009.000 and 030.000 Page 4 ST-46098 DEED#8: Grantor: Peter M.Todebush, individually and as Dated: 12/22/2008 Trustee of the West Creek Avenue Trust Recorded: 12/24/2008 dated January 31, 2008 Liber: 12575 Page: 882 Grantee: Peter M.Todebush,as surviving Co-Trustee of the West Creek Avenue Trust dated October 24, 1986 �. Covers Lots 009.000 and 030.000 DEED#9: - Grantor: Mary Hawke Todebush,as Surviving Grantor of Dated: 12/21/2020 The,Restated Trust Agreement Establishing Recorded:2/26/2021 West Creek Avenue Trust, Peter M.Todebush Liber: 13092 and Mary Hawke Todebush, Grantors,dated Page: 715 January 31, 2008 Grantee: Kristen Todebush Ryan,as Trustee of the Restatement Trust Agreement Establishing West Creek Avenue Trust, Mary Hawke Todebush,Grantor,dated February 19, 2020 This deed is given to confirm Kristen Todebush Ryan, as Trustee of the Restatement Trust Agreement Establishing West Creek Avenue Trust, Mary Hawke Todebush,Grantor,dated February 19, 2020, as the owner of the premises described in the attached Schedule A: DEED#10: Grantor: Kristen Todebush Ryan, as Trustee of the Dated:5/22/2021 Restatement Trust Agreement Establishing Recorded:6/16/2021 West Creek Avenue Trust, Mary Hawke Liber: 13108 Todebush, Grantor, dated February 19, 2020 Page: 875 Grantee: Roger Daniel Todebush (Last deed of record) J i Illlll lull�il�l�lll ll�l SUFFOLK COUNTY. CLERR RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 06/16/2021 Number of Pages: 4 At: 10:12:00 AM Receipt Number : 21-0112121 TRANSFER TAIL DER. 20-55855 LIBER: D00013109 PAGE: 875 Dist yct: 'Section: Block: Lot: 1000 103.00 13.00 009.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fee® For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCRG $15.00 NO EA-CTY $5.00 No EA-STATE $250.00 No .TP-554 $5.00 NO Notation $0.00 NO Cart.Copiee $0.00 NO RPT $200.00 ,NO Transfer tax $0.00 NO. Comm.Prey, $0.00 NO 'Fees Paid $520.00 TRANSFER TAX DER: 20-35553 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 Number of pages RECORDED 2021 Ain 16 10e12sM AN A01TN A., PASCALS This document will he public CLEW of record.Please remove all SUFFOLft COUNTY SochiSecurity Securl Numbers !. 000013148 F+ 07€ prior to recording. DTff 2"era Deed/Mortgage Instrument Dud I Mortgage Tax Stamp Recording I Filing Stbinps Falis Z Page I Filing Fee ; Ob Mortgage Ams. ' 1. Basic Tax ` • Handling 20. 00 2. Additional Tbx ._.._ TP-584 �, Ob Sub Total Notation SpeclAssit. or EA-52 17(County) f? �?b Sub Total�� Spec./Add. EA-5217(State) .__2•5o 00 TOT.MTG:TAX Dual Town Dual County., R.P.T.S.A. Held for Appointment --Comm.of Ed. 5. 00 Transfer Mix � Ta x ax Affidavit ---- Certified Copy .� The property covered by this mortgage is or will be improved by a one or two NYS Surcharge, 15: 00 '1��� 00. family dwelling only. Sub Total YES or NO Other 00 'If NO,see appropriate ate tax clause on Grand Total PP page# of this instrument. 4 Dist. I 21032974 1Q00 ao3oo 1300 ,009000 000 5 Coatmnaity Presentation Farad Real Pupal RLPA A Consideration Amount O Tax Service Agency 12,ItJH� CPF Tax Due S 0 Verificatio�� —' Improved 6 SatisfactionsMIschargos/Releases List Property Owners Mailing Address RECORD 8r RETURN TO: Vacant Land X- TD 10 LARK & VOLTS ESQS FO BOX 97.3_ TD CUTCHOGUE NY 11935 , 7D 'Mail to:Judith A. Pascale,'Suffolk County Clerk 7Tit;e hH Frgpr twp 314.Center Drive, Riverhead, NY 11801 N/A www.suffolkeountyny.gov/clerk ode# as LA Suffolk County Recording & Endorsement Pa e This page forms part of the attached Deed made by; fRtISTEN TODEBUSH AYAN, AS TRUSTEE OF THE (SPECIFY TYPE OF INSIRUMEWT) RESTATEMENT TRUSTT AGREIRMTT{ES}TAABLISHING The premises herein Is situated in GEA1tTSR�EDATEDNFgBRUARX'19,_-VHWK EBt75H, StJY"FOLK L�OUNTY,NEW Yt)RK. TO In tf r TOWN of Southold ROGER DANIEL TODEBDSH 1n the V9.LAGE orHAML&of _ Cutchogue _Bt7XES 6 TfIRU 8 MUST BE TYPELt OR PmATP61D IN BLACK INK ONLY PRIOR TO O REC2#=G OR FWNG. �imoaeart page 1 of 4 (over) Van 0002--aarpla aad Su tked.wiLj Cam=1 1o"4TA 07 n1ar a Alm-w todNimial a C&pmaarn(Slop Sh!eQ C NSUM YGDR LAWYER BEFORE SIGNING THIS I118711UHCRT-TttIS INS7tl00107 SHOULD BE Ua&U AY LAMURS`ONGY. NO N.Y.S. REAL ESTATE TRANSFER TAM REQUIRED THIS INDENTURE,made the 22nd day of May ,in the year 2021 ®BTNEP,N KRISTEN TODEBUSH RYAN, residing at 180 Remington Road, ✓ Manhasset, New York 11030, as Trustee of the RESTATEMENT TRUST, AGREEMENT ESTABLISHING WEST CREEK,AVENUE TRUST, .MARY HANKE TODEBUSH, GRANTOR, dated rebruary 19, 2020, party of die first pan,and ROGER DANIEL TODEBUSH, residing at 460 'W: Barry Avenue, Apt:. i#2w, Chicago, Illinois 60557 party of the second part, WITNEWRTH,that the party of the first pan,inconsideration of ten dollars and other valuable consideration paid by the party of tho second part.does hereby grant and reie6e unto the party of the second part,the heirs or successors and assigns of the party of the second pwt forever. ALL that certain plot,piece or parcel of land,with the buildings and impmvemerta thereon erected,situate, lying and being in the Town of Southold, at a place known as Fleet's Neck, in the Village of Cutchogue, County of Suffolk and State of New York, bounded and described as follows: SEE ATTACHED SCHEDULE A J TOGETHER with,all right,title and interest,if way,of the party of the first part in and to any stfeets and roads abutting the above described pmrnises to The center lines thereof; TOt3ETHER with the oppurrentnim. and till the estate and rights of the panty of the first pan in and to said premises;TO HAVE AND TO BOLD the premises herein granted unto the party of ibc second part, the heirs or successors and assigns of the party of the second . pan forever. 1 AND the platy or the First past covenants that the patty of the first part has not donee or suffeted iwything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in vumpliance with Section 13 of the Lien Law;covenants that the party of the first part will,receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the some first to the payment ofthe cost of the improvement hefam using;any part.of tare total or the sam4 for any other purpose. The warn"party"shall be construed as if it read"parties"whenever the sense of this indentune so requires. IN.WITNMS WHRRUOV,the party of the first part has duty executed this deed the day and-yew first above written. IN PKI1415TWE OP.- AMP Kristen Todebu h Yan, Trustee Page 2 of 9- SCHEDULE a ALL that certain plot, piece or parcel of land, ,with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, at a place known as Fleet's Ndck, in the village of Cutchogue, County of Suf€olk'and State of New York, bounded anddescribed as- follows: cm� BEGINNING atra--monument on the westerly side of West Creek Avenue marking the intersection of the southerly side of land formerly now or formerly of Christopher M. Groocock and Gloria 0. Groocock and the northerly side of the premises about to be described herein: and from said monument running thence South 3' 5.61 20" East along the westerly side of West Creek Avenue 65..0 feet to land now 'or formerly of Gekee Y. Wickham and Thomas Wickham; running thence along said last mentioned land South 84' 08' 40" Vest 197.01 feet to the high water mark of Wickham's Creek; running thence along the, high water mark of Wickham's Creek on a tie line of North 10 58' 35" West a distance of 42.31 feet to land now or formerly of Christopher'M. Groocock and Gloria G. Groocddk; running thence'along said Mast mentioned land North 77' 33' 40" East 198.43 feet to the westerly side of West creek Avenue to the point` or place of BEGINNING. TOGETHER ,WITH the use in common with others of a right of way thirty-fine (35) feet in width, as now marked out at a point about five hundred (500) feet southerly from the .premises conveyed to•Ottomar J. Gebhardt and wife, by deed recorded in the Suffolk County Clerk's office in.Liber 2075 of Deeds at Page 595 and extending from the westerly line of West Creek Avenue at right angles thereto .about fifty (50) feet to West Creek. BEING AND INTENDED TO BE the same premises as conveyed to the party of the-first part by deed dated December 21, 2020 and recorded in the Suffolk County Clerk's Office on February 26, 2021 in Liber 13092 Page 715. Page 3 of 4 ACKWWLE0tiFN1NTTAKEN IN NIet W8HS_TATS State of New York County of Suffolk ,as., On the 22nddsy of May ,in the year 2021,before me the undersigned,personally appeared i(RISTFN TODESUSH RYAN penionolly known to me or proved to me en thb basis of sallafactory evidenoo,to be the indiv&ival(B)�yhoea neme(�y fg-(asap subsedbad to Iha`wHhin-Inst z0*AI�and 9ckatewted§bd-•t01ma'I4I (he) (she) (")executed the same to tk (heo (If�aF capaclty(ies),and that by(his)(her)("14 signsture(s)on the Instrrment,the Indivldual(6)aY Ina person upon behalf of which the indivlduaf(s)acted,executed The Iristmment Notary PubllC BAi6BARA OIACHUN Notary i?ublic,Stain of Now York ACKNCVWLR2g9MENT TAK N rN t:W YORK STATE We01D14635180-Suffolk Counly T;OMMISdon Expires Qcl.31,20P Stale of New York County of .�: On the day of ,In the year 24 ,before me the undersigned,personally appeared ,personally known to me or proved to me on the basis of satisfactory evidence,to are the ind idual(s)whose neme(o)is(ere)subscribed to the, within final umeni and acluawledged to me that(he)(sho)(they)executed the some in(his)(ftef)(their)eapeclly(ies),and that by (his) (her) (their) eignalure(e)on the Instrument, the Individual(s)at thtt person impart behalf of which the Individual(e) acted, executed the Instrument' AC14Nl7y)fLED0Et41ENT BY SUBSCRIBING%MTNr,:§§TAKEN IN NEW YORK STATE State of County of as: On the day of ,in the year 20 ,before rout the undersigrtad,personally appeared life subscribing wltnese to the foregoing Instrument,with whom I am personally acquainted,who being by me duly sworn,did depose and may,that(he)(she)' (they)reside(&)in ;that(he)(she)(they)know(s) to be the Individual described in and who executed the foregoing Instrument;ant;That said subvcdbin@ witness was.present and saw said execute the same;and that said witness at the soma time subscribed(ble)(Poet)(dtelr)name(s)as a witness thereto. 1 l ACKN0fiLE2qEMgffTA50N QU3MlQt F NO PORK STATE •Slate of County of as: •(or insert District of Columbia,Territory,Possession or Foreign Country) On the day of ,in the year 2O ,.before me the undersigned,parsonstly appeared ,personally known to me or proved to me on the basis of satisfactory eeidance,to be the indiui wal(s)*wue name(s)in(are)subscribed to The Within instrument and acknawledged to me that(ho)(she)(they)executed the some In(hie)(her)(ttialr)eapacitypos),and that by this) (her) (Their) sigtGetura(s)on the inetmmnl, the Individual(&) or the person upon bahall of which the indtvidual(s) acted, axeculed the Instrument and that such Individual made such appearance before the undersigned in the dty of Slate of BARQaiN AND_SAt.E ©EEOi GI URN BY MAIL 4O Tltio No. KRISTEN TODESUSH RYAN, AS TRUSTEE LARK S FOLTS ESQS OF THE-RESTATEMENT TRUST AGREEMENT Pa BOX 973 ESTABLISHING WEST CREEK AVENUE CUTCHOGUE NY 11935 TRUST, MARY HAWKE TODSOUSH GRANTOR,- DATED FEBRUARY 19, 2020 •Io ROGER DANIEL TODLBUSH District: 1000 Section: 103.00 Black: 13.00 Lot: 009.000 ' t�►FatyrmF'Co�7f: Scuilta� • Distributed By'Chicago Title insurance Company Page 4 of 4 Page 5 ST-46098, PREMISES TO THE NORTH KNOWN AS: District: 1000 Section:103 Block: 13.00 Lot:008.000 DEED#1: Grantor: Mary E. Corey and M. Elizabeth Corey Dated:5/24/1944 Recorded:5/3/1944 Liber: 2355 Grantee: Henry Tabor and Mary E.Tabor, his wife Page: 504 DEED#2: Grantor: Henry Tabor and Mary E.Tabor, his wife Dated: 1/5/1977 Recorded: 1/25/1977 Grantee: Christopher M.Groocock and Liber: 8180 Gloria G.Groocock, his wife Page: 41 (Last deed of record). _ NOTE: Christopher M.Groocock died 1/15/2013,Suffolk County Surrogates File No. 2013-1439. Page 6 ST-46098 PREMISES TO THE WEST KNOWN AS: Wickham's Creek Page 7 ST-46098 PREMISES TO THE EAST KNOWN AS: West Creek Avenue J r 1 l J l Page 8 ST-46098 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section:103.00 Block: 13.00 Lot:010.000 DEED#1: Grantor:Cora Wickham r Dated:2/20/1978 Recorded:2/29/1928 Liber: 1334 Grantee: Minerva C. Billard Page: 549 NOTE: Minerva C.Billard died 9/2/1974,Suffolk County Surrogates File No.1653P1974. NOTE: As to the Last Will and Testament of Minerva C.Billard,Gordon Y. Billard(specific devisee) and Life Estate Reserved for Elizabeth Billard Hackland,decedent's sister. DEED#2: Grantor: Gordon Y. Billard Dated: 12/3/1980 Recorded: 12/11/1980 Liber: 8928 Grantee: Thomas Wickham and Gekee Y.Wickham, Page: 347 his wife (Last deed of record) NOTE: No proof of death found on Elizabeth Billard Hackland,as to Life Estate. l - Page 9 ST 46098 Liability hereunder for any damages hereunder is limited to Twenty-Five($25,000.00)Thousand Dollars.Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser,lender,lessor/lessee,his attorney or his agent had no knowledge.of any lien,encumbrance,or defect not shown for which said search has been made. ABSTRACTS, ORPORATED BY: ' P er 1.Calvanese Senior Vice President/Counsel State of New York) County of Nassau )ss:. On the 26th day of April, 2022, before me personally came Peter J. Calvanese, Senior Vice President/Counsel, to me known to be the individual who executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President/Counsel of Abstracts, Incorporated. 4iN AARYBLI WRI A.At1LETTI Notary Public, state t of Now York Reg�No. 98 Qualified in Nassau Counly.�/ Commission Expires May 26.2 ' I y ..LSSTRACTS, INCORPORATED'"' P.O.Box 28 • Garden City,NY 1 1530 • 516.683.1000 •fax 51 B.Ea3.0085 123 Maple Avenue, Riverhead, NY 1 1901 Horne Energy Rating Certificate Rating Date: 2024-07-09 Final Report Registry ID: 068693463 Ekotrope ID: dkg7aeed Index • 'Savings home'sYour - 1130 West Creek Avenue - performance score.The lower _ Southold, NY 11971 Builder:the more energy efficient the home,To $4,913 5,41earn more,visit www.hersindex.com -to an average U.S.home '- • 'Building Solutions Inc Your Nome's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 26.6 $1,766 ENERGY STAR v3.1 Cooling 1.2 $79 ENERGY STAR v3 Hot Water 2.1 $140 2020 New York ECCC Lights/Appliances 20A $1,356 2018 International Energy Conservation Code Service Charges $144 - Generation(e.g.Solar) 0.0 $0 Total: 50.2 $3,486 HERS'in ex Home Feature Summary: Rating Completed by: : _- 'o ? Hor•ca•rgy HomeType: Single Mmily detached w :5 ---q Energy Rater: Michael Catalano rga Model: Custom gy PO Existing 14a Community: N/A RESNET ID.0210214 ;43 N o H°n1es iso Conditioned Floor Area: 2,954 fe Rating Company- Green Guru LLC r N o ua Number of Bedrooms: 3 12 Arbutus Court• N Reference ua Primary Heating System. Air Source Heat Pump•Electric•8.9 HSPF 631-398-6906 Home - 90 Primary Cooling System: Air Source Heat Pump•Electric•18 SEER ao Primary Water Heating: Residential Water Heater•Electric•3.75 Energy Factor 70 Rating Provider: RATERusa House Tightness 1340.E CFM50(3.00 ACH50) PO BOX 1280 r �- , boVentilation: 110 CFM•32 W 855-273-7872 atts•Exhaust Only so oft Duct Leakage to Outside: 5 CFM @ 25Pa(0.271100 4o Thh Home Above Grade Walls: R-27 a Ceiling: Vaulted Roof,R-38 la Windo%vType: LI Value.0.29,SHGC:0.29 ?era CA Foundation Walls: R-13 +t Framed Floor. R-30 Michael Catalano,Certified Energy Rater * Digitally signed:10/22/24 at 7:49 AM •�.:. .. a 2018 IECC - 06 RESNET Registered Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Peconic Building Solutions Inc Company:Green Guru LLC RESNET Registered Rating Address: Phone: Rating No:068693463 1130 West Creek Avenue,Southold,NY Rater:Michael Catalano Date Rated:2024-07-09 11971 Rater ID(RTIN):0210214 Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 27.5 $1,828 Cooling 1.1 $76 Water Heating 2.1 $140 Lights&Appliances 20.4 $1,356 Photovoltaiics 0.0 $0 Service charge - $144 Total 5 .1 t3rS4� 1 asad on standard operating condi tons ERI with PV:54 ERI without PV:54 Electric(kWh):14,976.8 CO2 Emissions(Tons):6A Natural Gas(Therms):0.0 This home MEETS the Energy Rating Index Score requirement of 2018 IECC R-406 for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope. !��1 Dame: Michael Catalano Signature: /` �tfC�Ctrt6 Organization: Green Guru LLC Digitally signed: 10/22/24 at 7:49 AM ' s ° s a- 9. a RTti,atd+k(�4 Company:RATERusa z a c Address:PO BOX 1280 Phone#:855-273-7872 Fax#:855-273-7872 caurrr.tto�Dta To determine if a provider is properly accredited go to: www.resnet.us/professional/Programs/Search_directory (Confirmed and tested) t=. Provision Number Topic Compliance Decision 2069 IECC Table 402.1.1 or Building thermal envelope'minimum insulation levels and maximum Pass 402.1,3.,- fenestration U-factor and SHGC' R4013 Post a permanent certificate listing the level of efficiencies installed Certificate required for CO in the house R402.4.1.2 Envelope air leakage maximum leakage rate . Pass R402.4.1/Table R402.4.1.1 Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402 4.4 Rooms containing fuel-burning appliances Pass* R4025 Maximum fenestration U-factor and SHGC N-Factor)Pass (SHGC)Pass R403.1.2 Heat pump controls Pass' R406.2 " Ducts outside of conditioned space to be insulated to a minimum of Pass R-6. R403.3.2 Duct sealing on all ducts Pass R403.3 3 Duct testing for ducts in unconditioned space . PASS R403.35 Building cavities not used as ducts. Pass's R403.5.1. Heated Water circulation and temperature maintenance systems Pass _.comply .._.._._......... . _..._..__..._ .: _. .__._.. R403.53 Hot water pipe insulated to R-3 Pass R403.6 Mechanical ventilation meeting the requirements of the IRC or INIC. Pass* _ Outdoorair and exhaust dampers installed - - - - - R403.7 ACCA Manual)and S conducted for all heating and cooling systems. ACCA forms required for permit R403.6 Systems serving multiple dwelling units to meet the rrlechahical Pass* requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable Pass* R403.10 Pools and permanent spa energy consumption meet requirements Passe for heaters,time clocks and covers._ R403.11 Portable spas meet the requirements of APSP-14. Passe R404.1 High efficacy lights installed in 90%of permanently installed fixtures. Pass *These items have been field-verified by the Rater,Field Inspector,Code inspector,or Builder. Ekotrope RATER-Version 4.1.1.3505 IECC 2018 ERI compliance results calculated using Ekotrope RATUrs energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS RatingTool.Ali results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 130 West Creek Avenue Southold,, NY 11971 Builder:Peconic Building Solutions Inc Model:Custom THIS HOME IS CERTIFIED TO MEET THE 2018 INTERNATIONAL ENERGY CONSERVATION CO0 DE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-27 Duct Leakage to Outside 5 CFM @ 25Pa(0.27/100 ff) Foundation Walls R-13 Total Duct Leakage 45 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump-Electric-8.9 HSPF Slab R-0.0 Perimet 0 Under Cooling Air Source Heat Pump-Electric-18 SEER .0 Under 50) Infiltration 1390.6 CFMS t(3.CO ACH50) Water Heating Residential Water Heater-Electric-3.75 Energy Factor Window U-Value.0.29, C:0 Asa 3rd party extension of the code Jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the building design described herein is consistentivith the building plan,,specifications, and other calculations submitted with the permit application.If rating Is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions ofthe IECC have been installed to meet or exceed the intent of the MCC or YAII be verified as such by another party. Name: Michael Catalano Signature. 1111k4age Cq"- 10, Organization: Green Guru LLC Digitally signed: 10/22/24 at 7:49 AM Ekotrope RATER-Version 4.1.1.3505 2018 IECC compliance results calculated using Ekotrope RATERS energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shovwn on this report. New York 0 CCU Compliance Report (ERI Pathway) RESNET Registered Energy Rating Index Bewort Organization Energy Rating Index Information Builder:Peconic Building Solutions Inc Company:Green Guru LLC RESNET Registered Rating Address: Phone: Rating No.068693463 1130 west Creek Avenue,Southold,NY Rater:Michael Catalano Date Rated:2024-07-09 11971 Rater ID(R11N).0210214 Estima -d • • • • Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 27.5 $1,828 Cooling 1.1 $76 Water Heating 2.1 $140 Lights&Appliances 20.4 $1,356 Photovoltaics 0.0 $0 Service charge - $144 "Based on standard operating conditions ERI with PV:51 ERI without PV:51 Electric(kWh):14,976.8 CO2 Emissions(Tons):6.4 Natural Gas(Therms):0.0 • . . •- . - • ` . a- PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized an the 2nd page of this report,some of which are not verified by Ekotrope. IN Name: Michael Catalano Signature: CLet(Cctfr t2cQ Organization: Green Guru LLC Digitally signed: 10/22/24 at 7:49 AM Company:RATERusa a` Address:PO BOX 1280 Phone 9:855-273-7872 Fax 4:855-273-7872 �� cs:Tar�w�v To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/Search—directory (Confirmed and tested) e • •. • equRemet Provision Number Topic Compliance Decision 20!0 ECCCWS Table Building thermal envelope minimum insulation levels and maximum . Pass 402;1.1 or 402.1.3 w..- .fenestration U=factor and SHGC•_ R4013 Post a permanent certificate listing the level of efficiencies installed Certificate required for CO in the house R402.4.1.2 Envelope air leakage maximum leakage rate Pass R402.4J/Table R402.4.1.1 Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 -R402AA Rooms containing fuel-burning appliances Pass* R4025 Maximum fenestration U-factor and SHGC (U-Factor)Pass (SHGC)Pass- R403.1.2 Heat pump controls Pass* ------_-._ R406.2 'Ducts outside of conditioned space to be insulated to a minimum of Pass* R-6. R4033.2 Duct sealing on all ducts Pass* R40333 Duct testing'for ducts in unconditioned space, PASS, R40335 Building cavities not used as ducts. Pass* R403-5.1 Heated water circulation and temperature maintenance systems Passn cpmply_. R40353 Hot water pipe insulated to R-3 Pass R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC, Pass* Outdoor air s,nd exhacist dampers installed R403.7 _ ACCA Manual 1 and S conducted for all heating and cooling systems. ACCA forms required for permit— _....,w... . .._ .._ _-.. . - ..., . _... _..w_....._._.. ._ -.,-, ,7.. ............ _......._.„._.._._ _.-_._.._ ,.....,. _. ... 11403.8: Systems seivin 'multip le dwelling units to meet the mechanical Pass* _TquirementsoflECC commercial code R403.9 Snow melt and ice system controls installed where applicable — Pass* R403.10 Pools and permanent spa energy consumption meet requirements -__ -- Pass* _•_- — -" � �� .for heaters,time clocks and cov_ers___.__,�__ —__ R403.11 Portable spas meet the requirements of APSP-14. Pass's R404.1 High efficacy lights installed in,90%of permanently installed fixtures. Pass 4 These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.1.1.3505 New York ECCC 2020 ER!compliance results calculated using Ekotrope Rmsrs energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shorn on this report. 130 West Creek Avenue Southold,, NY 11971 Builder:Peconic Building Solutions Inc Model:Custom THIS HOME IS CERTIFIED TO MEET THE NEW YORK ECCC 2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-3.0,Return R-8.0 Above Grade Walls R-27 Duct Leakage to Outside 5 CFM @ 25Pa(0.27/100 ff2) Foundation Walls R-13 Total Duct Leakage 45 CFM @ 25 Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump-Electric-8.9 HSPF Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump-Electric-18 SEER Infiltration 1390.6 CFM50(3.00 ACH50) Water Heating Residential Water Heater-Electric-3.75 Energy Factor Window U-Value:0.29,SHGC:0.29 Asa 3rd party extension of the code jurisdiction utitizing these reports,I certify that this energy code compliance document has been created In accordance viiih the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.if rating Is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intentofthe IECCorvAll be verified as such by anotherparty. Name: Michael Catalano Signature: lilaaee Organization: Green Guru LLC Digitally signed: 10/22/24 at 7*49 AM Ekotrope RATER-Version 4.1.1.3505 New York ECCC2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Too].All results are based on data entered by Ekotrope users. Ekotrope d Iscizilms all liability for the information shown on this report Energy Code Inspection Checklist Property Organization Inspection Status 1130 west Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.426.1130WestCreekAvenue Peconic Building Solutions 0210214.426.1130westCreekAve n ue1193 Inc Genera[Building information Conditioned Area(sq ft) 2,954 Conditioned Volume(cubic ft) 27,812 Insulated Shell Area(sq ft) 6,871.74 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab ElName:Basement Slab(635 s.f.,112.4 ft.exterior perimeter) R-0 perimeter insulation,R-0 under slab insulation. Framed Floor 13 Name:First Floor Over Un-Conditioned (554 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I MI Name.Second Floor Cantilever Floor(46.4 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Foundation Wail Name:FDW-Main(Exterior Perimeter[ft):112,Height Above Grade[ft]:1,Depth Below Grade[ft]:8) ' R-13 continuous insulation,R-0 cavity insulation Insulation Grade:I Fully insulated(top to bottom) Above Grade Wall Name:AGW(2,260 s.f.) R-0 continuous insulation,R-27 cavity insulation Insulation Grade:I 1 Energy Code inspection Checklist Property Organization Inspection Status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.426.1130WestCreekAvenue Peconic Building Solutions 0210214.426.1130WestCreekAvenue1193 Inc Ef Name:Basment Wall(144 s.f.) R-0 continuous insulation,R-1 S cavity insulation Insulation Grade:I Rim Joist Name:Rim Joist (88.67 s.f.) R:30.00 Name:Rim to unconditioned basement(23.67 s.f.) R:30.00 Name:Band Joist(180 s.f.) R:30.00 Ceiling 1 Roof Name:Ceiling Vaulted(1,932 s.f.) R-0 continuous insulation,R-38 cavity insulation Insulation Grade:I Opaque Door Name:Front Door(24.6 s.f.) R:2.10 Name:Sack Door(8.4 s.f.) R:2.10 Glazing Ij Name.1 (30.8 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:2(37.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH 2 Name:3(30.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Energy Code Inspection Checklist Property Organization Inspection Status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 Model•Custom RESNET Registered Builder (Confirmed) 0210214.426.1130WestCreekAvenue Peconic Building Solutions 0210214.426.1130WestCreekAvenue1 193 Inc Name:4(75.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:5(23.6 sf.), U:0290, SHGC:0.29, Orientation:SOUTH Name:6(12 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:7(12 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:Front door(25 s.f.), U:0.290, SHGC,0.29, Orientation:SOUTH Name:9(18.7 s.f.), U:0.290, 5HGC:0.29, Orientation:NORTH Name:10(17.7sf.), U:0.290, SHGC:0.29, Orientation:NORTH Name:11 (29As.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:12(17,7s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:13(12s.f), U:0.290, SHGC:0.29, Orientation:NORTH Name:14(4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:15(4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:16(4sf), U:0.290, SHGC:0.29, Orientation:NORTH Name.17(18.8 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:18(50s.f.), U-.0.290, SHGC:0.29, Orientation:WEST Name:19(68.8s.f.), U:0.290, SHGC:0.29, Orientation:WEST 3 Name*20(30.8sf.), U.0.290, SHGC:0.29, Orientation:EAST Energy Code Inspection Checklist Property Organization Inspection Status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.426.1130WestCreekAvenue Peconic Building Solutions 0210214.426.1130WestCreekAvenue1 193 Inc Name.,21 (12 s.f.), U:0.290, SHGC.0.29, Orientation:EAST Name,22(35.8 sf.), U;0.290, SHGC.0.29, Orientation:EAST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,24 hrs/day,32 Watts Mechanical Equipment Water Heating•Electric•100%Hot Water Load @ 3.75 Energy Factor Heat Pump Lower•Electric.50%Heating Load @ 8.9 HSPF,500,6 Cooling Load @ 18 SEER Heat Pump Upper•Electric•50%Heating Load @ 10 HSPF,50%Cooling Load @ 19 SEER Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,391 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. 4 Energy Code Inspection Checklist Property Organization Inspection Status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.426.1130WestCreekAvenue Peconic Building Solutions 0210214.426.1134WestCreekAven ue 1193 Inc Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:5 CFM @ 2513a(0.27/100 ft) Total Leakage specified as:45 CFM @ 2513a(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as:10 CFM @ 25Pa(0.911100 ft') Total Leakage specified as:45 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq It CIA. Rough in Test with AHU:Total Duct Leakage<=6 CFM251100 sq ft CIA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. Note:IECC 2021 requires Total Duct Leakage<=8 CFM25 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for dud leakage on the performance path. Project Notes 5 Building Summary Property Organization Inspection Status 1130 West CreekAvenue Green Guru LLC 202"7-09 SoutholcLWI1971 Michael Catalano Rater ID(117INY 0210214 Model:Custom RESNET Registered(Confirmed) Builder 0210214.426.1130WestCreekAvenue Peconic Building Solutions Inc 0210214A26.113(U'lestCreekAvenueI 1935 umber0f8ed'rooms —Number Of Floors 2 --1:6s Ele Vehicle Ready Space No _N Conditioned H U Conditioned E�nifioned Volume(cu.ft) 27,812 N Pl umber Has General m on E d b e d r r co e t 0 ctr _e f c d Total Units in Building,, T� Res_Lenc Single family detached Number k6mber of Floorr.s in Building Floor Nt;iWb�r u M 'I Custom ty Comm �i , W Community RESNEMECC 2006-2018 Climate Zone T/l_ IKC 01 Cl IKC 2021 Climate Zone 4A i=aundation Wall Name Library Type HeightAbove Grade Depth Below Grade Perimeter Location Enclosing FDW-Main; R-13 Draped,Full! 1 3: 112 Exposed Exterior Conditioned Space MW I Name FeetFromWaIITbpTb Fact FromW2IIT*pT6 Is Fully Insulated Continuous 11-value Cavilyn-value Effectiveinsutatlorill. Continuous insulation Continuous Insulation value Top Bottom R-13 Draped,Full WAz N/Al yes: 13.00, WA: WA 113 Name Libraryrjpe Perimeter FloorGrade Carpet R Exposed MasonryArea Surface Area Location Enclosing Basement Slabii Unlnsulai:4 112AT Be6VGTade; 1,1641 635.0 e Exposed Exterior Conditioned Space Slab ry List Name -Wall Construction Stab Complete Underslab Perimeter Perimeter Perimeter ThermallBreak Effective R-value We-' Type Insulated? Insulation Mridth Insulation Depth Insulation RVatue insulation is M (ti Exterior !U.-ii.sl.-tedlL WoodFramel Nol 0! 0 I Yes No 0.00 Other 01 Building Summary Property Organization Inspection Status I 1301ffest Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN).0210214 Model:Custom RESNEt Registered(Confirmed) Builder 0210214A26.1130WestCfeekAvenue Peconk Building solutions Inc 0210214.426.113OWestCreakAvenuel 1935 �t'i3t11@d"�OGtOY� ea Name Library Type CarpetH FloorGrade Surface Area Location First Floor over Un- R-30 Garage Celfflngj 0.68! Above Grade 554Afe Unconditioned attached Conditioned garage Second Floor Cantilever l 11-30 0.68! Above Grade 46A fe Exposed Ederlor, FIOGTJ [7Framed rome FlogroLibrary ,is Name Effective R-value R-301 2&343' R-30 Garage Ceilingi 111111ppla ij a q 1111;1111w; 1 Name LibraryType Surface Area Location BaBandiolst! R 3()-0 1800ftz Exposed Exterior Rim Joist R 30,0: SW fe Exposed Exterior IIIm to to unconditioned'? R 30.0 217 fe Unconditioned,attached garage basement: asement Name Effective Insulation R-value R30.01 30-00' 7, Aga" Name LibmryType Surface Color solar Absorpitzince Surface Area Location AW R-'27' Medium!' 0.751 Z260-0 fel, Exposed Exterior,, Basmentwall Medium' 0-751 Uninsulated Unconditioned 83sement, 2 Building Summary Property organization Inspection status 11 30West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIW.0210214 Model;Custom RESNET Registered(Confirmed) Builder 0210214.426,1130V.'estCreekAvenue Peconk Bultding Solutions Inc 0210214A26.11301OJestCreekAvenueI 1935 5-�WE Name Effective R-value R-15! 11008 R-271 19.857 Name 1.1braryType Wall Foundation Wall Isoper2ble Overhang OverhanqFtTo Overba orientation SurfaceArea Assignment Assignment Depth Top Bottom V V/Wbod 2929 AGW, Yesl 1251 5.08 10.08 South 30.8 fe 101 VAYbod 2929: A* Yesl 11 1.3 3.33 North 17.7 fe Ili 7Wood 2929 AGW; Yes t I 1.7 9.37 North 29Afe 12 Wlood2929; AGW.: Yes 1 1 1.5 6.5 North 17.7 131 VlWood 2929. AGW Yes 1 6 10.04 North 12.Ofe Yes 11 8.8 10.83 North 44 fe 14i! VNVbod 2929; AGW 15i vPAbod 2929i AGW,, j Yesl 11 8.8 1083 North 4.Ofe 161 V/Wood2929: AGWj 1! 8.8 10.83 North 4Afe 171 VM,00d 2929, AGVV, Yes 2.67 1.2 7A2 North msfe is! vAvood 2929, AGW; Yesl' 1 1 4.7 10.92 West 50kff' 191 VAV*od2929; AGIV Yesi '101 1 725 West maw 21 VAVbod 29294: AG%V� Yesl 11 0.9 428 South 37.3 ft' 20 ViWood29291 AGW; Yes 1 1 6 East 308ff 211 Vlftod 2929 AGW! Yes 11 3 7 East I20fe l 221 VAVbod 2929: AGW, Yes t 1 6 East 35.8fe 3:: VAVood 2929 AGW, Yes 1151 3AI 6.17 South 30.9 fe 41 VNIbod 29291 AGVV, Yesl 1 1 1.2 7.58 South 75.9 fe i VA11ood2929: AGW: Yesl 11 12 5 South 23,6 fe 6 VAVhad 2929' AiRV Yes 1 91 13.67 South 12.0 fe Building Summary Property Organization inspection Status 1130 hest Creek Avenue Green Guru LLC 2024-07-09 Southold,NY11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Roistered(Confirmed) Builder 0210214,426.1130IVestCreekAvenue Peconk Building Solutions Inc 0210214A26.1130YJestCreekA%enue11935 Name Librarylype Wall FoundationlWall is Operable Overhang OverhangFtTo Overhang FtTo Orientation SurfaceArea Assignment Assignment Depth Top Bottom 7! VAVbod 2929! AGW Yes 11 9.7 13.67 South 12.0 ft' fi I 9j Vlwood2929 AGVSr: Yesl 11 13 333 North Wfe I Front door; VMod 2929 AG%V. Yes i• 5.92 1.6 7 S South 25.0 fe Glazing Wbrar;y Lis# Name Shgc U-factor VtWood 29291 0,29, 0.290 Sk, ,11,gh# None Present Sk`yi gh#library List None Present Ctpaqus E7l�oor y Name Library7ype 1WailAssignment FbundationWall Emittance Solar Absorptance SurdacoColor SurfaceAroa Location Assignment BackDoorl 1-3/4 Wd solid core AGWV 0.9, 0.751 Medium We ExposedExterlor I Front Door;.1-3I4 Wd solid core AGW I 0.9, 0.751 Medium 24.6f Exposed Exterlor t Opaque Ogg Library�Lis# Name Effective R-value 1-3l4 Wd solid core! 2.10, Building Summary Property Organization inspection Status 11 30West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(11TIM).0210214 Model:Custom RESNET Registered(Confirmed) BuRder 0210214.426.1130%'JestCfeekAvenue Peconk:Building Solutions Inc 0210214A26.113OVIestCreekAvenueI 1 q35 2 . ..... -ALL-A Roof I. fit "twll� Irmw P- Name Libra Attic Clayor Does the RoofSlopq Ceiling Eave Height Eave surface Solar Surface Location ;;Y. Exterior concrete Roafhave Framir i In4 Longthlin.] Color Absorptance Area Arealff) RoofIlles Eaves? Height(in.) Ceiling Vaulted R-38, 1,932 No: No WA! WA WA WA Medium 0.75 IT-MOfe Vaulted Roof Vaulted I C Name Has Radiant Barrier Effective R-valuo R-33,Vaulted! 31.381 EX e Dose!"n#ittrat�on infiltration MeasuramentType shelter claw -filt-ti —r!,3...6 CVM t!5 0 P.I Blawer-doortested 2 L �M r,j!oveil 111,11111 hours VentilatlenType Ventilation Rate EW I Opera Fan Watts Runsonceavery energy Recovery Model Number Manufacturer Minute' P-day three hours Percent .ust O.JYJF Exhaust Onlyi 110CFM! 24' 32waft yes Lighting 9b Interior Fluorescent S6 Interior LED Lighting Sb Exterior Fluorescent 4bExteriorLEDLighting %Garage Fluorescent *Garage LED Lighting Lighting Lighting Lighting & 1W 01 01 106 r(OWnsioteffieAnWeraflon FOR"w'PMN ...... None present Building Summary Property Organization Inspection status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID OMN):0210214 Model:Custom RESNEP Registered(Confirmed) Builder 0210214.426.1130NdestaeekAvenue Peconic Building Solutions Inc 0210214.426.1130WestCreekAvenue11935 Onsate Generation Library i.i5tk None Present" u.. Solar Generation Fffl— Nono Present Dehumidifier 0.'• None Present Uehum#differ Library his None Present x• �:. ,"� y' ?spa : �, „ A- L 'i?-,•: � ��p.'rti4r.b.", k•yp t,.• `°'1`1", ,,g��' ��� 9°`� a^ None Present .tNhole Ho. se I'an. ... .� ''� 4. .0 .'th x '.t:. ":"'✓ .'Eu;„' =ryS.�e t:,�'a`•.7'`«h:•'.W-:^••�r�' E.. None Present Condition#=Ekqu Name LibraryType serial Number Heating Percent Load Cooling Percent toad Hotwater PercentLoad Location Heat Pump Lmverl 36k 18 SEER 8.9hspt; SO.6! 5015 0%b Conditioned Space Heat Pump Upper; 30k 195EER 10.Ohspt i 5056' 5040 Ou Attic i WaterHeating'! XE65nOHS4SUGHFHot 0°S 0% 100% CommonConditioned L3fater. Space 6 Building Summary Property Organization Inspection Status 1130 West Creek Avenue Green Guru LLC 2024-07-09 Southold,W 11971 Michael Cal Rater ID(RTIN):0210214 Model:Custom RESNET Registered(Confirmed) Builder 0210214.426.1130'VestCeekAvenue Peclonk:Building Solutions Inc 0210214A26.113oriestCreL,kAvenueI 1935 "mom i� iiT—yp Heat Pump Fuel Type Electric _Pi�ibuIiqRTyp!t Forced Air q Pt!a-� Tp,49.9m TYPS IOHSPF F D E M E u q- i e Heating q 0 e u t U p T t- br m T U P y I Ef ficiency n �siri- 'e 0 Type_ 9 14 a pu M pn ffi T c -'=116`6 Heating Capacity _Pa 3�Oty[4qt 'c B"k I)Fuel Type Electric Backup Tta��ite'r-ri'D'eraiu-''M Backup Heating Efficiency I Adjusted Efficiency default t Use-dqpI SU q!tqta'.IH t N u p- a ------- _5�!p"l j?jentl lHeal 5 em. t, -, - --al.-1-.1 -- -.--- -—-----.11-- --� ---.1- - 'n Effici� SEER Cooling Capacity[kBtu/hl 30 It UAm d, ,Y A3.0i a A SEERTRW21- E q u ....... Air Source Heat Pump v. Fuel Type Electric DY _Forced Air_ Mot or Type ECM(Variable Speed) Hea Sp!itSySten----'--- _Heating Efficie ncy 89 HSP F HqatiqgCa act fkBtu/ill. 24 Backup Fuel e Electric S,Badkup I Adjusted EfficlencX" Used ItSipplementaI eat No Sup Supplemental Heat[kW] 10 Co. Coolinq Efficiency 18 SEER Cooling Capacity[kBtu/h] 36 PART 511� 06."�X,E 6'9;T;l 0 1 Sul --Cb—AR.=M1Nr1iEDwl Jfiq4fp tT Residential 11,1ater Heater Fuel Type Electric DistributtonTy rDeliKefy clialrl Hot Water Efficiency 3.75 Energy __RkQpa ty(ga).) Building Summary Property organization Inspection Status 1130 West CreekAverlue Green Guru LLC 2024-07-09 Southold,W11971 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RE-SNET Registered(Confirmed) Builder 0210214.426.1130VedCreekAvenue Peconic Building Solutions Inc 0210214A26.113OWestCreekAvenuel 1935 Distribution System �� Forced Me Heating Equipment Heat Pump Lower "H'-e'a-t]P-m Lower --p -Sq.Feet:Served 1,861 Supply Duct RValue Return Duct R Value Supply Duct Area(f 1:21 502.47 M",1)6d 4Fia '93.05 akage to Outdoors 5 CFM @ 25Pa(0.27 IGO fr) 45CFM25 Total Leakage DuctTest Conditions Post-Construction -7 Use Default Flow Rate Yes Duct I Duct Location CdndWonedSp4ce,_,__ Percent Return� rea........ 100 -6uCt2 Dud i Percent Supply Area 3fl Percent Return Area 0 Duct 0 - Conditione Sd-p ace ---- -- Percent Supply fl Percent Return Area 0 Duct4 ----C-o—nd,,-1-t-10 e Percent Supply AreL.- Percent Return Area 0 Duct 5 Duct location ndftloned Space Percent p Pe nt Supply " Percent Return Area 0 J Duds ._ Duct Location -Percent Sqj?PVA!Lz!------- Percent Return Area 0 Building Summary Property organization inspectionstatus 1130Wast Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID 0210214 Model:Custom RESNET Registered(Confirmed) Builder 0210214.426.113(A9testCreeMvenue Peconk Building Solutions Inc 0210214A26.1130WestCreekAvenue11935 vis rAi.Ai U i MINE DistflbutionTvw Forced— Air 7— Heating Equipment Heat Pump Upper Cooling Equipment i-leat Pum er Sq.Feet Served 1093 9 Return Grilles Return Duct RValue' Supply DU ct Area(ftj 32 2.92 Return Duct Area Efix3.. . 2, 59.8 'Leakage toOutdoors IOCFM@,2,5Pa'(O'.91/,100f,r)--, Total Leakage_ 85 CRA25 Total Leakage DuctTest Conditions Post-Construction Use DefauR FPoW Rate Yes' Duct I Duct Percent Supply Area 100 Percent Return Area 100 Duct 2 Percent Supply Area,_ 0R � - _7 Percent Return Area 0' Percent Supply ply,Area 0 .-.­ �—- Percent Return Area 0 Duct4 Duct Gatio—n- Percent Supply Area 0 Percent Retum Area" Duct Location C onditio ed$Dace Percent Supply Area 0 Duct 6 Duct location__. Conditioned pace�S _Percent Supply Area 0_ Percent Return Area 01 ' 14VAC Grading.Nat Conducted Has WNIA" Cell no Fan No 9 Building Summary Property Organization Inspection Status 1130WestCreekAvenue Green Guru LLC 2024-07-09 Southold,W 11971 Michael Catalano Rater ID(FMW.0210214 Model:Custom RESNET Registered(Confirmed) Builder 0210214.426.1130`1OMsiCr22kAvenue Peconic Building Solutions Inc 0210214A26.1130VVestCre venue1193S Wr Distxture fYPeStandard"ult Fiat Water Pipe length No..._.._,.._._rffpiL ngtis(t27__ _W __.___.. - 52_...,.__R3 Pipe Insulation? Yes _'Recircn_Sy tem?__•-_________ _._ _NoterHeatRecoveryt No Clothes Dryer FueiTy'pe Electric ,Mc?sstaareSensin9_.. Is Outside Conditioned Space No DefaultsType Custom __............ . 152 I NNYear Annual Gas Cost $12.00 dectrieRate 2fiti'h. Gas Rate $1.09/Therm Imef 2.06 Qef_'R_ype_._._ —EPIERG." " _- ___. . _. •--__ .-. _.__._._ - ..._; LoaclType Front-load _loads PerWeek- 6 is Outside Conditioned Space ClothesWasherAvailable,:....:,...._M....:. Dishwasfier Dishvias her•DgiaultsTyp4e_., ._..,.._.M..._.-._ ENERGYSTAR Compact,, Dishvmsher Size Compact w _-_----- Dishavash�r Efficieric - ' Annual Gas Cost $14.20 $0.171kWh_��_ Gas Rate $1.09/Therm is OutsideCallditiuned S,act_µ ...•__.:_._.,.'. . - ,,..•,. P...-:.. .p._. _:.P.' .. Dishwasher Available Yes 10 Building Summary Property Organization Inspoction Status 1130West Creek Avenue Green Guru LLC 2024-07-09 Southold,NY 11971 Michael Catalano Rater ID(RTIN).0210214 Model:Custom RMNEr Registered(Confirmed) Builder 0210214.426.11304VestCreakAvenue Peconk Building Solutions Inc 0210214A26.1130YIestCreekAvenuaI 1935 �Iqo A P*P"a 'C an --^-'P-r oi,g @--TM -ab-1 e thtr[pq�I�q Yes k2;p-JOven Fuel Electric C;n,,Uo Yes Induction Range?. . Yes §o g IO1_pOq4[ctPnn jtlpre45pa No Refrigerator Consumption 646 kWhlYear _RfEfg,RtqrPqtsTde Conditioned Space? No nn rn 5� N10 58' 35"W ?� 42.31' rn 00 41. o� z ° 0 ROTTOM OF TANK - W TOP OTAN Cr S.N,QN.TkRF FR J L. II'NO=TU0.RUPFER N � 1 i 8� N to r C v rMM ....{ s.o. 0 M Or Q ° _ D/ K lF[NLMa� m F � G �O NC W 00 r 53°5 '20" E „ 65.0' WEST CREEK AVE o fI G C r\ -' AUG - 6 2024 Y je, �x � �►7�AF,� On 28495 Main Road,P.O.Box 933 Cutchogue NY. 11935 TODEBUSH HOUSE o Phone(631) 734-4185 Fax(631)734-2110 1130 WEST CREEK AVE MARK SCHWARTZ &ASSOCIATES E-mail mksarchitect®optonline.net91 p I I 1 -1 CUTCHOGUE,NEW YORK Web Site http://mksarchitect.com - 3.0' 2 S.�pR� F o�SE � H F1 HYDROACTION — 15 2' r AN600 ELECTRICAL CONNECTION IN •\ � o CONDUIT VENT TINE /' 18' o So( � i \•� / 3'XY CONCRETE LINE -/' D-BOX '\ b1 N , 17.0' PAD FOR AIR PUMP 19g,43 � LP T..\ AND CONTROLS O \ XPECTED GROUND VATION 1.5' TOP p I E DLE \� DW PROPOS D BOTTOM BANK /` 16' LP i UNDERG OUND OF BANK i/ _� DW E 5.0,� ELECTRI SERVICE I TIE LINE o 3 _/ O CLEAN E 0 £ N�� 3 22' OUT E r*i / PROPOSED 10' %4, i WIDE NON-TURF; 16 \ BUFFER ib' v P OPOSED \\ N E m ' ! i L STORY • TEST � E (, BEDR�EM HOLF�• O �+ i I -7 !� 6' i i i D ELLINGI CD �E ; e' I � = 18 ib' � ` P Ul I FROM•WETLANDS j F. E i M E.�ErEE M i I \ 16' E W fU W £ ��1�'E'�1 `-W - f l Fr I� 12 ��OlJIJ1�TLJTTV`QG v W ��_ / I �l N/❑/I �-- T ooa000000a 81 z W --- 197 `Z WEST CREEK AVENUE TRUST OD DOCK 16 Q 1295 WEST CREEK AVENUE XISTING i 1a' \ i _ - U7 PROPOSED I� PROPOSED CR UNDERGROUND �� d'> SCTM #1 1000-103-13-3 „ SWATER ERVICE ELECTRIC SERVICE IQ DWELLING I — _ S840 08 40 W N WETLANDS j WELL PROPOSED 10' S' FROM WETLANDS WIDE NON-TURF BUFFER r APPRO LOCATIO N/O/r OF W L. GEKEE Y WICKHAM TH❑MAS WICKHAM 1 STORY DWELLING FRAME WELL IN BASEMENT HOUSE SCTM #I 1000-103-13-10 WELL N W E DWELLING 1/4" PER FOOT MIN. PITCH 1/8" PER FOOT MIN. MIN. 4" DIA. SANITARY PIPE PVC WASTE LINE I/A OWTS General Requirements SDR 35 SDR 35 LOCKING COVER 1.Installer shall provide a certification of the installation and construction(W.W.M.-73)from a PROFESSIONAL ENGINEER OR WITH SECONDARY REGISTERED ARCHITECT for final approval of the system WATER TIGHT FRAME & COVER SAFETY LID HOUSE -CONCRETE COLLAR W/ APPROVED LOCKING DEVICE s 2.The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII(Septic Industry F.F. EL. 18.5' OR SECONDARY SAFETY 20" Businesses)and Endorsement J(Innovative and Alternative Treatment System Installer)through the Suffolk County - _ >- Department of Labor,Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(il)(J).The Department -STOPPER END PLUG LIDS/DEVICES TO BE PROVIDED D-BOX CONCRETE COVERS p I I, -} of Labor,Licensing,and Consumer Affairs maintains a list of licensed UA OWTS Maintenance Providers. BELOW GRADE ��' I'''. 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to the Department I.E. EL. 17.3' EL. 17.0' 4.All installed I/A OWTS are re uired to have an initial 3- ear warrant and o eration/maintenance service contract.15.5' � -11TII- IIII=11111 III=u11 F I 5.When an I/A OWTS requires a vent,the unit shall be vented to the roof of the residence being served.Vent pipes shall 2' MAX extend a minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 ., LOCKING C O�/E R DETAIL inches to the sloped portion of the roof.In cases where it is not practical to vent the system to the residence roof,a vent A4 SDR PIPE I.E. " `.. ;:1 ;{5;:::`:: :::;:' pipe may be piped to the exterior side of the residence and terminate a minimum of 18 inches above grade.These vent CLEAN CUT 15.1 1•E. 1•E. N N .T T. S S . pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.All 15.0' 14•�' F1145' vent pipes must have a minimum diameter of 2 inches. HI H 14.2' "' 8' Provide 2"vent pipe from the OWTS To the single-family dwelling and connect to the waste 1l ':"' ' REMOTE PLC CONTROL PANEL pipe venting system within the house.Pipe shall have a positive slope from the OWTS to the : .• : .• EL. 4.5' W/ HP80 COMPRESSOR house so liquid will drain toward the treatment unit [21 LEACHING POOLS (8'DIAX8' DEEP) 6.Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal.In addition,water _I ELEV [1� EXPANSION POOL (8'DlAxB' DEEP) 3.0 MIN. - - - - - softeners shall not discharge into and/A OWTS. � LLI L(� HIDROACIICN 1 7.Install I/A OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the 1 Ii1 AN 600 III-I �i -1 =1111I-1III1 III=I"I I III I 361X 36'X 6' IIIII-IIIIt-IIIII_11�11-1�1�11 �1�11-11�1111-1�1�11=111I1 HEGW WITH 6X6 10/10 WIRE manufacturer shall be implemented W Y -11111=IIIII=II - -11111= GROUND WATER '7 EL. 1.5 8.The I/A OWTS tank shall be installed at level in all directions(with a maximum tolerance in any direction of+/one W Z EXCA VA TE ALL UNSUITABLE SOILS CONTROL_ PANEL 8C AIR PUMP ELEVATION quarter inch)on a minimum 3-inch thick bed of properly leveled and compacted sand(free from rocks)or pea grave � 0� U W B ACK FI LL MATERIAL TO BE CLEAN SAND & GRAVEL 9.The top of the I/A OWTS tank shall not be located greater than 2.5 feet or Tess than one foot below final grade. LU H LEACHING POOL DETAIL N .T. S . W H Y D R O AC T I O N AN600 Electrical Requirements � � U 2 1.Control Panels O F- a.All wiring and equipment are to be installed by the electrical contractor in accordance with the National Electric Code(NEC)and local codes. r- U b.The control panel box must be placed outside on a suitable pedestal near the structure that it serves. Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a utility POLYLOK 20" room,and not a living space). c.The control panel shall be placed at a comfortable height for access. DISTRIBUTION BOX `� d.The panel shall meet National Electrical Manufacturers Association(NEMA)4X specifications. W/ LOCKING COVER \ e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control Q panel or junction boxes. R D f.Each system shall be equipped with a functioning warning system which will activate audible and OLD PASTURE ° visual alarms thatcan be readily seen and heard by the occupant's of the building served. FROM OWTS -TO LEACHING FIELDS ° 2.Pumps,Blowers,Level Sensors,and Controls a.The electrical junction box serving the pump motor and floats must be watertight and located outside '> the I/A OWTS tank chamber. DWELLING ° b.The Department shall observe the pump system operate through a normal operating cycle. PROVIDE SPEED LEVELER PUBLIC WATER c.Inspection for leakage of the force main fittings will be made during the pump test procedure. ON EACH OUTLET 12" THICK UNDERDRAIN FILTER MATERIAL TYPE 1 ° General Construction Notes I� POLYLOK D- B O X DETAIL 1.LOT AREA:10,553 SF OR 0.24 ACERS 1 ° ° ° 2.SCTM#1000-103-13-09 1+ ALL COVERS ON TREATMENT PLC CONTROL PANEL 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY PECONIC SURVEYORS,P.C.,Last Dated N • ] • S` UNIT SHALL HAVE A SECONDARY e / HP120 COMPRESSOR J SAFETY LIDS/ DEVICES WILL ALL COVERS ON TREATMENT 2/912021.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM BE INSTALLED (KID CATCHER) C UNIT SHALL HAVE A SECONDARY Its ' SAFETY LIDS/ DEVICES WILL 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS POLYLOK BE INSTALLED <KID CATCHER) OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED LOCKING COVER POLYLOK & SECONDARY LOCKING COVER 5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE SAFETY COVER C COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE & SECONDARY PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. SAFETY COVER 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE TEST HOLE DA AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. McDONALD GEOSCIENCE DECEMBER 29, 2020 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. N/❑/F ELEV. 16.0' CHRIST❑PHER M B 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3,000 PSI 28 DAY STRENGTH CONCRETE. DR BROWN OL LOAM G R❑❑C❑K C 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS -0.5' GL❑RIA G GR❑❑C❑K BROWN 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO CL SANDY P PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.TIHE METHODS AND DWELLING DWELLING e MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL Y -2 0 PUBLIC WATER � PUBLIC WATER CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL. SP BROWN CLATEY 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM SAND MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. SP BPALE ROWN - 3 Or 2 /� D 13.ALL COVERS ON TREATMENT UNIT SHALL HAVE LOCKING COVERS • sp E c� W FINE `� t� PROVIDE 2"VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO TIME WASTE PIPE VENTING SAND N��SE T SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID n WILL DRAIN TOWARD THE TREATMENT UNIT. ELEV. 0.8' - 15.2' HYDROACTION AN600 Z ELECTRICAL ,N w 59� _I 7P SANITARY SYSTEM DESIGN �---' w z CONNECTION IN � W d CONDUIT AIR �C� b c I \ -� Z J 17.0' 3'X3'CONCRETE r LINE LINE I ��- 18' ( Y PAD FOR AIR PUMP 1c)g,4'3 D-BOX LP, T ` HEGW ELEV = 1 .5' Q AND CONTROLS - y' I = Z LO HIGHEST EXPECTED GROUND �/� 1 _ �\\\� BILL OF MATERIALS _ - U J N WATER ELEVATION 1.5' TOP OF I'� �'� DW O - E OLE \� ITEM P/N DESCRIPTION CITY: _ BEDROOMS 110gpd X BEDROOMS 660apd rn ¢ U) �, L6 BOTTOM BANK 16' I I PROPOS D HA-AN600 TANK,AN600 245 NITROGEN REDUCTION 1 _ r Q r- ~ OF BAN 1 fir LP {�E- UNDERG OUND TIE LINE N� 33 4 /'"' iI DW 11 22 CLEAN E 5V E UT m ELECTRICSERVICE� B 130002 SING STANDARD 2 TANK CONNECTING KIT i TANK,AN600 245 PRETREATMENT I/A=H YD R 0 A C TI 0 N AN600 = 6 6 OI g p d LL U � i PROPOSED 1lR �4° � I e o C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN800 1 LWL X WIDE NON-TURF BUFFER 16• - 16' �.� 'E i' D AN600-P AN600 W/PLATFORM COMPLETE I LEACHING o m • I E m E EC50-30-L120-PLC EC50-30-L-120-PLC 1 � H 4' t � �/ I P ❑POSED 1 [2] LEACHING POOLS 8' DIA X 8' DEEP W a i t 1 I i STORY TEST i Z t 6' t i i N 6 BEDROOM HaL�• � e z ,' c o i } B' j i D ELLING E / [1 ] EXPANSION POOL 8' DIA X 8' DEEP (n T Ell 0 1 ' FROMt WETLANDS j F. = 18 5�'i6' / CO t ! i •\ / 16' ' -.� E EsE_E,iE E E� O I I I \ 1 �/ -_' 0 E ETEE E E1�E E E E E _►•-W___W TODEBUSH ooa��eE -W-W \12 --- ? - 0000000 W-u-W I js i W-w _ - - ��_ N/❑/F 1130 WEST CREEK AVE EXISTING OD Do(,K i 1a' 16' oz W W 197,81�r %/ `z WEST CREEK AVENUE TRUST (n PROPOSED la 1295 WEST CREEK AVENUE CUTCHOGUE, NY 11935 in I AN600 NITROGEN REDUCTI❑N SYSTEM DRAWN BY: r,.DAws C-) I ! _y_ 2h PROPOSED UNDERGROUND c� "d?, SCTM #1 1000-103-13-3 i / _j_- --1--r�\-, tio`� WATER ELECTRIC SERVICE h dr Ct101t APPROVED BY SIGNATURE DATE: 05�11/17 REV, 0 PART SCTM# 1000-103-13-09 -- 1 S84o08'40 W 100' FROM SERVICE DWELLING y`N°" °° m N HA-AN600 'ml PROPOSED 10' N 5' FROM WETLANDS I WELL `F9 WIDE NON-TURF WETLANDS BUFFER AREA FOR HEALTH APPRO LOCATIO N/❑/F DEPARTMENT APPROVAL STAMP OF W L GEKEE Y WICKHAM TH❑MAS WICKHAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 STORY DWELLING CONCRETE PROPOSED PERMIT FOR APPROVAL OF CONSTRUCTION FOR A FRAME WELL IN BASEMENT COLLAR 24" STOPPER END ELEC. SINGLE FAMILY RESIDENCE ONLY HOUSE SCTM #1 1000-103-13-10 R PLUG PANEL WELL CI RISER & COVER ti DATE 5-5-22 No. R-22-0077 FIBER JOINT APPROVED PACKING FOR MAXIMUM OF 6 BEDROOMS 20 AMP BREAKER EXPIRES THREE YEARS FROM DATE OF APPROVAL C! SEWER PIPE EXTERIOR RATED - ---- ---- -- ---- DRAWN BY: JF/JP (TYPICAL) JUNCTION BOX BELOW GRADE /N APPROVED IN ACCORDANCL VJITH BOARD OF PVC PIPE D3034 C! 3d SDR 35 SPRINKLER BOX I REVIEUJ DETERMINATION DATED 4-26-22 BEND MARCH 7, 2022 TO SEPTIC 12 AWG OF W/RE Da sign Professional's Certification Required. FROM DWELLING TANK_ BURIED IN CONDUIT Submit P.E.or R.A.Certification or The Installa :)n and Construction of the Sewage Disposal System SCALE: AS NOTED C.I. 600 PVC WYE Cl TO PVC HOUSE ADAPTOR Use Form WWM 073 N PLC CONTROL PANEL WIHP80 COMPRESSOR AIR PUMP SHEET NO: W E CLEAN OUT DETAIL S DWELLING N .T. S . ELECTRIC RISER DIAGRAM SITE PLAN PUBLIC WATER SCALE: 1" = 20' N .T. S . SURVEY OF PROPERTY AT FLEET'S NECK TOWN OF SO UTHOLD OLD PASTURE ROAD SUFFOLK COUNTY, X Y. 1000 103 13-09 SCALE: 1'=30 FEBRUARY 9, 2021 1 FEBRUARY 24, 2021 (WELL LOCA77ON) I MARCH 11, 2021 (FLOOD ZONES ADDED) JANUARY 2, 2022 (PROPOSED) I JANUARY 18, 2022 (PROPOSED) AUGUST 11, 2022 (FOUNDA 77ON LOC.) DWELLING PUBLIC WATER I SANITARY SYSTEM DESIGN (B Y JOE FISCEHTTI P.E.) -� HEGW ELEV.= 1.5' 6 BEDROOM= 110gp d x BEDROOMS = 660gp d I/A = HYDROACTION AN600= 660gpd I o � LEACHING [2] LEACHING POOLS 8' DIA. x 8' DEEP CHRISTOPHERC M GROOCOK c [1] EXPANSION POOL 8' DIA. x 8' DEEP GLORIA G CROOCOK DWELLING PUBLIC WATER I DWELLING I PUBLIC WATER TEST HOLE DATA ELECTRICAL CONNECTION I I MCDONALD GEOSC/ENCE IN CONDUIT gtUESTONE CURS CMF R,,�WAY 1212912020 PIPE 198•43 BB s.o m „ • EL 18.3 EL. 16.0' XXV CONC. PAD FOR LOPcvi 0.5,DARK BROWN LOAM OL �000 ZONE AIR PUMP AND CONTROLS .. C>n rn o uNE 1O• WIDE mac b _n BROWN SANDY PON wRF�BU "�R M �` �'�� '� o D Lm PROPOSED UNDERGROUND 2' CLAY CL neu"E BOTTOM N 3 A� E '� O a 50 ; I" ELECTRIC SERVICE C i VA F OF BAN N7?3 C+ _ 0 I m J. BROWN CLAYEY SAND SP C CMF ,z 'o � ,� A m REFERENCE—�- �0 16.4 v � z Q z Z N — 'i 9Z9 -o FOUND TIN 1�� 'A POSED m Ov� 1 Z a ONCRETE v R p N CID m �i R1 g 16.4 �626' O � �.0' J PALE BROWN FINE SAND SP m �► �� - w D w-�w----w _ - w � rl E EL 18.3'm WOOD DOCK s PIPE 9�7.8� 1.2'N � ,�. WLF 0.81W I z�3 EL. 0 8' 15.2' �D� 2 ii ,� ROPOSED UNDERGROU D s� PIPE ELECTRIC SERVICE S84'08#40 FND.N 17' m I WLF MF PROPOSED 10' WIDE c 100'FROM WETLANDS I f m # 3 0.7'S FLOOD ZONE NON—TURF BUFFER 75' FROM WETLANDS Z O• DWELLING I^�Qr + �C�'��"► l NOTE: WATER ENCOUNTERED 15.2' BELOW WELL LANDWARD LIMIT OF TIDAL WETLANDS APPROX. LOCATN. �/1 �J(� SURFACE AS DETERMINED BY SUFFOLK I 0 OF WELL r I ENVIRONMENTAL CONSULTING ON ® N/O/F OD DECEMBER 28, 2020 GEKEE Y WICKHAM o ELEVA710NS REFERENCED TO NA VD 88 1 STY. FR. THOIIAS WICKHAM EXCEPT *12'x CONTOUR LINE REFERENCED TO NGVD '29 HOUSE DWELLING //Q1 WELL UNKNOWN KEY ASSUMED IN BASEMENT WELL Q = REBAR 13 ® = WELL 41® = STAKE - - - C = TEST HOLES Le AUG 202 El ILL)ING Or-1-li. ® = PIPE TO'v...t, ® = MONUMENT = WETLAND FLAG = U77LITY POLE DWELLING PUBLIC WATER o NEW YoR� o �, ZG.4 FEMA FLOOD ZONES FROM FIRM 36103C01634 A$11 MET Q P� 9 MAP EFFECTIVE DATE SEPTERMBER 25, 2009All' ' THE LOCA7IONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA710NS ..f AND OR FROM DATA OBTAINED FROM OTHERS, THEREFORE THEIR LOCATIONS AND OR EXISTENCE AREA= 10,553 SQ. FT. �. p ��5 IS NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF TO TIE LINE N.Y.S LIC. N0. 49618 SECTION 7209 OF THE NEW YORK STATF EDUCATION LAW. EXCEPT N.Y.S. L/C. N0. 051132-01 PECON/C , P.C. AS PER SECTION 7209—SUBDIWS/ON 2. ALL CER77FICA77ONS HEREON ORS (631) ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP 765-5020SU FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 120-090 SOUTHOLD, N.Y. 11971 ---- ------ RE --,,,J,7,,,VlSTONS: 04/08/21 1 4/14/21 4/12/21 04/20/21 -04)'23/21 04/30/21-1 05/05/21 05/20121 i I �_ 05/24/21 05/25121------- 06/01/21 06/10/21 06/14/21 06/25/21 07/08/21 08/06/21 08/25/21 L09/22/21 11/29/21 12/02/21 12/06/21- ----- 12/07/2 1 RE ROAD OLD PASTU DWELLING 7- PUBLIC WATER ANON.%, IIW/ —I � f SQUARE FOOTAGE N/O/F CHRISTOPHER M GROOCOK FIRST FLOOR 1180 SQ. FT. GLORIA G GROOCOK DWELLING SECOND FLOOR 1180 SQ. FT. PUBLIC WATER STORY W DWELLING TOTAL INTERIOR 2360 SQ. FT. 2 ST PUBLIC WATER SCREENED PORCH FRAME --1 192 SQ. FT. HOUSE C) COVERED PORCH 48 SQ. FT. � UPPER DECK U 150'FROM rn 90 SQ. FT. WICKHAM WELL EXISTING WOOD DECK 150 SQ. FT. LOT COVERAGE 1570 SQ. FT. or 14.9% o HYDROACTION G BIL rpm. AN600 ELECTRICAL43 LOT AREA = 10 U 1553 SQ. FT. TO TIE LINE C CONDUIT AIR 0 3'X3' CONCRETE VENT LINE 50 Cn rn U 0. LINE D-BOX P;N 62 FENCING TO IE PROP.DEER F PAD FOR AIR LP BE REMOVED 1-2 YEARS PUMP AND c: 4 AFTER PLANTING CONTROLS rTl rn TEST HOLE DATA TOP OF 0 OLE W MCDONALD GEOSCIENCE BOTTOM BANK 1 16, �6! m PROPOSL 0 12/29/2020 TIE LINE OF BANK DW E LP UNDERGROUND C-.3 SHOWER p RCH 0 EP I ELECTRIJ SERVICE iA'-A' WNDOW CLEAN PR SED 15' CHIMNEY V OUT WIDE NON-TUR 0.5, EL. 16.0' DARK BROWN LOAM OL BROWN SANDY CLAY CIL BUFFER —2- s `. I�9I�:.,`?5? , � ' ,'- / / /j 1-`` �/(�//w� 0 BROWN CLATEY SAND SP j E, 01 c 3' 4' p 6' P/P/() x -D z Ds x -P.- 52 il FROM 62 Ul cil PR P.4' 121, '1--E 1 c), -2" ORCH E WIDE PATH C) ESE—E-—E—EIE—E w vi PALE BROWN FINE SAND SP )> w— W7 12, 7 2 cz 31.4 14' V, 100'FRCM DWELLING E:XISTI� D [DOCK XI'STING W w 197-8111 WICKHAM WELL EL. 0.8' � 14' �— G �)oODCK I z WELL I 2 PROPOSED 14' 4v by UNDERGROUND DEC, 1 0 2 ELECTRIC SERVICE UJI fn vv\N NOTE:WATER ENCOUNTERED 15.2'BELOW sB4-o8'40 PROPOSED n-) u (0 SURFACE rn 1 0 FROM WATER WETLANDS PROPOSED 115'WIDE 5FROM SERVICE ELEVATIONS REFERENCED TO NAVD 88 WETLAND NATIVE VEGETATED WETLANDS m PRESERVATION APPR(DVED BY AREA NON-TURF BUFFER EXISTING ADJACENT N/O/F BOARD OF 'I RUSTEES HOUSE LINE LAOP CPR ION PROP.DEER FENCING TO OF GEKEE Y WICKHAM TOWIN Of-' IISC)UTHOLD L BE REMOVED 1-2 YEARS THOMAS WICKHAM A V AFTER PLANTING *V I E--� LANDWARD LIMIT OF TIDAL WETLANDS 1 STORY DWELLING DATE \,* " r AS DETERMINED BY SUFFOLK FRAME WELL IN BASEMENT 4 ENVIRONMENTAL CONSULTING ON HOUSE 4Z v DECEMBER 20, 2020 WELL N --—-—----- -- --- ------ --- Legend SCTM# 1000-103-13-09 Common Name I QtY size U Flower, Grass -q I Grass Switch < 31 #2 METES & BOUNDS FROM P RO P O S E D 'S I T E PLAN t` I Oats, Northern Sea 2"i 1 :02 so Shrub, Deciduous SURVEY BY PECONIC SURVEYORS 20' s bbl Bayberry, Northern 14 #3 P.C. b Blueberry 11 #3 bp PIUM PC DATED: , Cistena 7 #3 - ----- DWELLING 1_DRA": NK-- SCALE: 1 20,-,- PUBLIC WATER Tree, Evergreen 2/9/2021 -- -------- JOB4:T0DEBUSfj Arborvitae, Green Giant 23 6/7' : iDAT-E-:-4-/5-/--2021-- - 1 2/24/2021 WELL LOCATION) i '-- —'. -- ; Cedar, Eastern Red 14 6/7 -SHEET NUMBER: 3/11 /2021 (FLOOD ZONES ADDED) OLD PASTURE ROAD REVISIONS: 04/07/21 04/08/21 04/12/21 04/14/21 04/20/21 04/23/21 04/30/2] 05/05/21 05/20/21 05/24/21 A �? p� �y 05/25/21 ttF!' V M AS IVOTED 06/ /21 06/10/21 06/ /21 (J B.P.# o6/252s/21 07/08/21 SY: 08/06/21 Y BUILDiivt� 0 08/25/21 ARTMENT AT 09/22/21 `2 8 AM T 4 r"' COMPLY WITH ALL CODES OF 11/z9/zl ,'�rll�lr INSPEr .•: FOR THE 12/02/21 NEW YORK STATE & TOWN COD = 12/06/21 vJATlGN ;`,^,'.a REGIJIRED AS REQUIRED AND CONDITIONS 12/16/21 POURED C).NCRETE O 1 O /04/041 /22 /22 JOH - Fr'',;:'z & PLUMBING _ '' "" '� 01/07/22 DWELLING ULATION CON.. 1 !,`.LION MUST n I"'NG 5 �R PUBLIC R AL - c--� �? COMPLETE F k 0 SO►LFHOLD TOWN TRUSTIES .01NSTRUCT(C, � SHALL MEET THE ' .UIREMENTS OF THE CODES OF NEW N.Y.S.DEC `�,' K STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR RETAIN STORM WATER RUNOFF USE IS UNLAWFUL PURSUANT TO CHAPTER 236 OF THE TOWN CODE. WITHOUT CERTIFICA OF OCCUPANCY C/D 4 N/O/F SQUARE FOOTAGE W CHRISTOPHER M GROOCOK GLORIA G GROOCOK \ C FIRST FLOOR 1180 SQ. FT. DWELLING < SECOND FLOOR 1180 SQ. FT. PLU� .B{NO £. W m A 1NA'LERBI�NES NrED ;y; ' ~� PUBLIC WATER TOTAL INTERIOR &� 2 STORY DWELLING / 2360 SQ. FT. -ram ING BEFORE COVERI �O 1 FRAME .� PUBLIC WATER SCREENED PORCH 192 SQ. FT. HOUSE C7 COVERED PORCH 48 SQ. FT. 150'FROM ;U UPPER DECK 90 SQ. FT. WICKHAM WELL m EXISTING WOOD DECK 150 SQ. FT. rh VEL DRIVEWAY T O HYDRoacTlo Bt.UESTONEGRP /` _ LOT COVERAGE 1570 SQ. FT. or 14.9/o ELECTi GRiCAI AN600 BEscuRg 1 INSPECTION t�EQI!!R, ELECTRICAL ` 198 43 LOT AREA = 10,553 SQ. FT. TO TIE LINE IN cn IN CONDUIT AIR o W VENT LINE SO 3'X3' CONCRETE011 PAD FOR AIR LINE D-BOX MAN 0) 18' PROP.DEER FENCING TO PUMP AND LP o C�{'� TI nUSS PLACARDNN 2 REQJInED BE REMOVED 1 YEARS CONTROLS n' - 1 1 AFTER PLANTI �` O %� OLE � TEST HOLE DATA O TOP OF 5'-s' LP m PROPOS D PLUMBER CERTIFICATl0�11 MCDONALD GEOSCIENCE BOTTOM BANK 16' 6' o 12/29/2020 3 4011 ? ULECTRi�I UNDSERVICE A ELECTRICI SERVICE h�4 TIE LINE o 3 � ei�o E 5.0' W,No°W P° C CLEAN ON LEAD D CONTENT BEFORE weu •!t" OUT � W . PR SED 15' cNinNFY 6 ,,C sN C" . 51 /GATE OFOCCUPAIV�;1' S1oE�Ter door Z m SOLDER USED IN WATER and ductwork U EL. 16.0' DARK BROWIV LOAM OL WIDE NON-TURF m (- 0.5' BUFFER "nPLV S1,STEM CANNOT testing required. v' � BROWN SANDY CLAY CL 2' g Q,EXCEED 2/10 OF 1%LEAD, p BROWN CLATEY SA 41 3 W W y 4' W B' - T z O O Y ` W W `� IDS ° W W 2.1 FROM WETLA 62, NPROP. Q ~ 00 W W WIDE PATH BROWN y Q \ PALE BROW FINE SAND SP b� W - �. .v e'-��� U W � . \,2' 16' a000ao � �' 'S Must provide Manuai v, C UJO pOG1� IgtINCs 31 14 n� DW DW 197.8111 100'FROWICKHAM WELL 2 DWELLING DO NOT PROCEED WITH EL. 0.8' 14' C7 >:x1aTINO W WOOD �' Z WELL FR .�;:l�,a J[\,T{L SURVEY Do J and S 2S per pEGK PROPOSED � ' OF FO.., .... ! � 14' 70 oti' �ry6 UNDERGROUND W �'g> WAS Si:i:*1;�h r'FiOVED. I ` '",',"� CATION 14YS Ener • gy Code W W y , ELECTRIC SERVICE 11 NOTE:WATER ENCOUNTERED 15.2'BELOW 1 " S84o O8 4p W PROPOSED N 10O'FROM WATER SURFACE PROPOSED I5'WIDE N 5'FROM WETLANDS SERVICE ELEVATIONS REFERENCED'TO NAVD 88 WETLAND NATIVE VEGETATED WETLANDS PRESERVATION NON-TURF BJFFER AREA EXISTING ADJACNT N/O/F ,All exterior lighting HOUSE LINE APPRO Installed,replaced or PROP.DEERFENINGTO LOC ION OF GEKEE Y WICKHAM BE PROP.DEER L repaired shall conform Il.n �r, ii'_' m O THOMAS WICKHAM ON AFTER PLANTING LANDWARD LIMIT OF IDAL WETLANDS 1 STORY DWELLING to Chapter 172 r � E JUN �n a� X AS DETERMINED BY WFFOLK FRAME WELL IN BASEMENT of the Town Code m o ENVIRONMENTAL COISULTING ON HOUSE L1T\1 O!_'St,} O DECEMBER 20, 2020 WELL .I,O'•^iN - o o � w Lo a 1~ L, U E .v all In 00 vCa Ev Legend N SCTM# 1000-103-13-09 d� Common Name QtY size �, Flower, Grass SITE PLAN ,�� W (/1/ E Grass, Switch 31 #2 METES & B SCALE: 1 " = 20'_®" '�� '(� oats Northern Sea 2 rt BOUNDS FROM � o 5 2# U��� Shrub Deciduous SURVEY BY PECONIC o S t' �, Bayberry, Northern 14 #3 SURVEYORS, P.C. ROOF AREA:1693 SQ.FT. L� co� Blueberry11 #3 � N AT100%WATER RUNOFF:283 CU.FT �- �/ 0 Plum, Cistena 7 ##3 PC DATED: H PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS DWELLING� DRYWELLS CAPACITY:338 CU.FT. PUBLIC WATER Tree, Evergreen 2/9/2021 Arborvitae Green Gia t 23 6/7' 2/24/2021 WELL LOCATION U U) Cedar, Eastern Red 14 6/7' NOTES! OGEEGUTTER-STANDARD 5" 3/11 /2021 (FLOOD ZONES ADDED U � 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURF/1E THOROUGHLY PRIOR TO INSTALLATION. / B). PREPARE SUFFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING 111E BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT, �" s, 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. j ,V I�tixYA •fi:� I� a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 1 r t DRAWN:NK ' 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT i' , d Y aY� �' SCALE:1/411=1'-0° CONNECTORS. r '.3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL JOB#:TODEBUSH CONNECTION WATERTIGHT. ATE:6/28/2022 � DRY WELLS TO BE 10'MIN. 4).PROTECTION: +"� 1` SHEET NUMBER: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. �A • oo S- 1 0 C 0 REVISIONS: 04/07/21 04/08/21 04/12/21 04/14/21 04/20/21 04/23/21 04/30/21 05/05/21 05/20/21 05/24/21 05/25/21 06/01/21 06/10/21 N O F 06/14/21 06/25/21 CHRISTOPHER M GROOCOK 08/06/21 0 / /21 08/25/21 GLORIA G GROOCOK 11/29/21 /29/21 12/02/21 12/07/21 DWELLING 12/07/21 11/ 4/22 PUBLIC WATER 0 /0 /2 Y 01/07/22 2 STOR F RAMS --�I HOUSE n FROM WI rn WICKHAM WELL fn RNEWAY I '� HYDROACTION NE GROIF--O T� g_uEsTo BB CuRg ELECTRICAL V 1 AN600 19$.43 IN CONDUIT AIR Ln (�J LINE o ° rn 3'X3' CONCRETE VENT SO LINE D- 30X MAN d� f=AE) 1=OfR AlfR LP 18' PROP. DEER FENCING TO i=UMf= AN[) cz BE REMOVED 1 2 YEARS CONTROLS N O AFTER PLANTIN is rn O O ^� TOP OF 5'-8" x OLE BOTTOM BANK ,1 16 6' o PROPOSED OF BANK .}� UNDERGROUND TIE LINE ° 4Q 33 1=0 oN I3IL o O o o E 5 0, ELECTRIC SERVICE wlNoow CLEAN WELL ,-411 OUT -° PR S E D 15' GHIMNE'6 5' A/C G O EN o 0 0 o m WIDE NON-TURF qDC� ° o 0 0 0 0 0 0 0 0 o rn BUFFER �D w w o 0 0 0 0 0 0 0 0 0 z U 0 0 0 0 0 0 0 0 8' S ^W w ' y�j GJ' / 0 0 0 0 0 0 0 0 0 o H U► z 0 M .p ° .� �. .� 2.1 FROM WETLA . .� , = 62' � � Nn PROP. 4' Q O 00 WIDE PATH PORCH -� Q -1" o? \� W 12' 16' cr 000000Ul s U5 31 . 14' DW �. pOGI� ISTI� 100' FROM WO O N DW 197 .81 WICKHAM WELL C, EXISTIN Lu0017 cn z_ CD PROPOSED Q UNDERGROUND 70� co o COO, + �� ELECTRIC SERVICE w Lo m m o rn W F- S$4° 08 4'0 PROPOSED Xo � � � w vn N 100' FROM WATER cz PROPOSED 15' WIDE N 75' FROM WETLANDS07� SERVICE WETLAND NATIVE VEGETATED WETLANDS PRESERVATION � m AREA NON-TURF BUFFER N o EXISTING ADJACENT N/O/F HOUSE LINE APPRO . PROP. DEER FENCING TO LOC ION OF GEKEE Y WICKHAM w BE REMOVED 1-2 YEARS L THOMAS WICKHAM AFTER PLANTING u ,., LANDWARD LIMIT OF TIDAL WETLANDS 1 STORY DWELLING o AS DETERMINED BY SUFFOLK FRAME WELL IN BASEMENT N ENVIRONMENTAL CONSULTING ON HOUSE DECEMBER 20, 2020 � U) N SITE PLAN WE 11 — 1 it SCALE: 1 - 10 -0 ,, DRAWN:NI{ SCALE:1/4"=1'-0" Atl JOB#:TODEBUSH ATE:5/16/2022 SHEET NUMBER: `a�.°P rah� APR 09 2024 SCDHS Ref No.:R22-0077 SUFFOFFICLI EOCl0R5T �TERCIGMT N SURVEY OF PROPERTY AT FLEET'S NECK TOWN OF SOUTHOLD OLD PASTURE ROAD SUFFOLK COUNTY, N.Y. 1000 103 13-09 SEP77C LOCA71ONS \ SCALE` 1'=30 A B PEBRUARY 9 2021 1/A ST 36' 22.5 _ FEBRUARY 24,20 (WELL ES A ADDED) MARCH 11,2021(FLOOD ZONES ADDID) JANUARY Z 2022(PROPOSM) D8. 40' 31' JANUAR A 1,1.20 2(( ) (FINAL MARCH 29,2024(RENSION) LPf 45' 425' DWELLING LP2 59' 57' PUBLIC WATER . SANITARY SYSTEM SUFFOLKCOUt.fYDEPARTr.1ENTOFHEALTHSERVFCES APPROIALOF CONSTRUCTED WORKS FOR (1) I/A HYDROAC77ON AN600 SEP77C TANK I A SINGLE FANIILYRESIDENCE LEACHING Date:APR IS M4 H5.4.ef.Neg_a a'Do2Z [21 LEACHING POOLS 8'DIA. x 8'DEEP N/O/F tt^:eWa x�l A dvnml::Pyf-;resml z -t�t6 rr CHFISFOPHER M GROOCOK IIlD avert It e,ne:,.mx :M GLORIAOGNGROOCOK EXPANSION I (,--.r,:iet::elFFxrory FOR A1J.Wi:M1UM OF-�SED'n`JD:Ii. PUBLIC WATER DWELLING [1]EXPANSION POOL 8'DIA. x 8'DEEP j PUBLIC WATER CR AIG KNFPPFR,P.E.,CHIEF N CFTICC O',,!JASTT PIAINAGEAIENT TEST HOLE DATA s srcnuAl"°W'19�aq3€ s' El�e.sr�T1 --- MmaYALD GEOSCENCE °l (n 12112912020 swo �wN� g -� EL la o' !TlPR°z� Fm s�AIm .-. f�°5`a �'•, i a5'DARK BROWN Law a f �6�s� ww•°"-� q=;ii -� o BROWN SANDY v'a -40 L.• " ° ° 2'CLAY CL yT 6 eve N � �. o o B vi 1 ;u 3.BROWN GLAMY SAND SP CMi- IY TT, N m,'-n In LL7 vcwos rn R 1(!-Zu �7 aY °ai A y ; a v� SN P 1 D PALE BROW FINE. rip) ELI1.1<I m n 02 1 i C ;o ow w R In rr m I ; \nrs ,m,-,�msr,R >S ocnAws '°°•"'0O•°'"'�' DWDimG NOTE WATER ENCOt/N7FRED IS2'EELOW `u,a uvr ar mu Rn vam WFL SURFACE Flna u We a °CW'd' N/O/F °PEIlAA m.aom f£ICEE Y WI KHAM E7EYA27ONS REFERENCED 10 NAW BB I m.rR. THOIM WICKHAM EXCEPT.12'•CONTOUR LINE REFERENCED TO NOW 29 " DWELLING WELL UNIO:OWN KEY ASSUMED IN BASEMENT p -REBAR ® -HELL A =STAKE ---------------- 6 =IEST HOLE • =PIPE ■ -MONUMENT e H£TLMD FLAG UDUTY POLE DWELLING PUBLIC WATER FEMA FLOOD ZONES FROM RRN J6raTCo7631 %sw YO MAP EFFECMS DATE SEP7ERMBER 24 2009THE LOC477MS AND OR FROM DATA HELLS FRRO aOiNERs EREFOREE WO LW HEREON ARE Loor4i7 OW ais°ANDvAEvsmvx AREA=10,553 Sa FT. } AS NOT cuARANTEm. TO TIE LINE !� N.Y.S UG No.49618 ANY AL7E7TADOY OR ADfknON IG 7N75 SURLY IS A MOURO! N.YS LNG NO.a51132-Of MG770V 7209 OF THE NEW YOK STATE EDUCAROY LAW EXCEPT AS PER SECTION 7209-SUBDwoN 2 ALL amunCABONS HEREON PECa'W RVEYOPSs P.G ARE VALID FOR DOS MAP AND comm;TFRREaF ONLY/F SAID MAP a7 COPIES BEAR 7HE UFREssm SEAL OF P SURVEYOR WHOSE Pa. 765-5020 FAX(63I)765-7797 P.O.BOX 909 9ONA7WTE APPEARS HEREON. 1230 SOD7HOLON.Y.STR 11971 20-090 REVISIONS: 04/07/21 04/08/21 04/12/21 04/14/21 04/20/21 04/23/21 04/30/21 05/05/21 05/20/21 05/24/21 05/25/21 06/01/21 06/10/21 06/14/21 06/25/21 55' 07/08/21 08/06/21 08/25/21 09/22/21 4" 3'-34° 16' 16' 22' 1' 11/29/21 12/02/21 12/06/21 12/07/21 d, 12/16/21 01/04/22 Q 01/07/22 BILCO C-DOOR "•. . ... USE LARGER DOOR IF (NONORGANIC)CLEAN NECESSARY o FILL,BENEATH CONC. SLAB,TO BE COMPACTED TO 95%RELATIVE DENSITY(ASTM D-689 d' d- 8"PC WALL W/16X18 FTG 50 U Q m Q 2-#5 REBAR Z� SOLID CONC.WALL 12"THICK SEE DETAILS BELOW MASONRY PORCH FTG X 6'-0"REINFORCE W/#5 16X16 WALL CHEEK WALL REBAR @ 8"OC EACH WAY SPLICE UP TO WALL MIN 24'(#5 @ O 8"OC)W/STIRUPS @ 12"OC 5' y a _ r r I- - w jFF 2-2R10 ACLU,P HO - 2 4"ML(FL SH) r T 1 H2O '• N W � I I -f T o ' 2-14"ML FLUSH OVER GAS o 4� FIRED O U LI _ � L _ 8'-6"HEIGHT 8"DIA.CONC.PIER O HEAT I I I �I POSTABOVE g=-0"HEIGHT CO rz POST ABOVE M O STEEL LALLY ch IF, - -1_I L L_ I_I _t 1XNJ - , -� -1 CX14(EGRESS) r - - COLUMN 2'X2'X1' U_ O I 3-2X8 ACQ FLUSH IcSO I FLUSH HEARTH CONC FTG(TYP.)- - - - - - ( �1 DROP WALL 6" m LU I POSTIABOVE L _ L _ J cy 3-14"ML N D _` °D - - - - (4)I1-3/4X9-1/2 ML'GIRDER GIRDER (4)1-3/4X9-1/ ML GIR ER W .3'.. STEEL LALLY V � M I s+ J I I I 12X12 CONC.PIER , r - HSS 4X .25 TUBE STEEL OLUMN COLUMN 2'X2'X1' S OVE P ON 24X24X8 CONC. FTG. _ 1 N r 4'X4'X1'CONCRETE FO TING N Lo CONC FTG(TYR) I I I L I W I cvJ REINFORCED W/(4)#5 BARS EACH WAY N (3) 1-3/4 9 1/2 ML ` — — — — —IFDER (3)9-1/2 ML IRDER J 9'-0"HEIGHT L I- I _ j LAL Y 1„� (U COLUMN 2 2'X1' 1C-1— -� 2 HSS 4X0.25 TUBE STEEL Li _ o w IVI SINK CONC FTG(TYP.) 26 COLUMN 4'X4'X1'CONCRETE _ O DIA RO IVI b FOOTING REINFORCED W/ op zo w (4)#5 BARS EACH WAY � A N p M LL LD N A4 I ¢ 0 O REF C BIDETS A4 °° 2X10 ACQ @ 16"OC o cop ci POST ABOVE rl - c M UNFINISHED w I N N'• W O 26 0 @ STORAGE Ll _ J ~ C3 26 26 ~ iD O �? 8'-6"HEIGHT v O M U z 10 14-7 � 9'CONC.WALL: h�'w� 12X12 CONC.PIER CLOSET STORAGE m 8"PC WALL,REINFORCE ON 24X24X8 CONC.FTG._ , 14'-1" 4'-3" 2' 2' VERTICAL:#6 REBAR @ 36"OC W r HORIZONTAL:#4 REBAR @ 36"OC r' Q 16 X12 2-#5 REBAR LO I 3-2X8 ACQ(LUSH Iw I DROP WALL 6" I = � FOOTING O Q L _ J-1 7 T r` I-I -i _ J SO L SP x zo POST ABOVE I I I ( OI POST ABOVE PO TABOVE -" (NONORGANIC)CLEAN CHEE WALL $' S" _ U I I I I I I I QI M A �nn 8'-6"HEIGHT FILL,BENEATH CONC. 8"PcALL L 1_ i_1 _I -1 .L 04 I _ _ I SLAB,TO BE COMPACTED 2-#5 EBARG 2-2 10 AC FLUSH TO 95%RELATIVE J DENSITY(ASTM D-689) MASO RY PORCH o 9'-0"HEIGHT PER NYS CODE R302.13 16X16 WALL t` INSTALL MIN 1/2"GYPSUM �..� Q •., _ .. m BOARD IF UNDER FLOOR Q Q OPTION:TJI FLAK- _ _ _ _ _ _ _ _ _ JACKET JOISTS MAY BE USED IN PLACE OF NOT USING GYPSUM BOARD 94, 14'-52" 94„ 0 CA 31" 16' 16' 22' 8'-11" 3'- _. u 4 4 55' rn m o �a U O � w0 �' N FOUNDATION PLAN00 - SCALE: 1/4" = 1 '-0" cu N � W � 8"THICK CONCRETE W WINDOW WELL F. (ALT.;6X6 ACQ OR SCAPEWELL) Z HORIZONTAL PROJECTION(ie DECK) F O u#5 REBAR @12"OC v Z u op E O �o z N REMOVABLE STEEL GRATE 4"min T-0"min. 171 _ p LADDER -inrtl- TF fii - RUNGS #5 REBAR min.3" ° PROJECTION @12"OC LD max U *ADJUST FOR LARGER WINDOWS r- (ORR L LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO Z C•° (PER CODE) OPEN FULLY) z Q O o' DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. - ,0 COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. o' min.6"DEEP GRAVEL O•° i + - a -I BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO ,r✓ ,"� "' WINDOW WELL DETAIL MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE b o' 44"max. N TS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•! fff 'E fl 1' a { -�; THAN 44 INCHES AND SHALL PROJECT NO MORE THAN �I +�;�•,I+ K'i.:- 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY 41, FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF o' , fJ A•, 6 1� "'� h NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O•• i y ,Y ti% DRAWN:NK OF WELL. o e c { a � 4 � SCALE:1/4"=F-0" WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF • ./� + "b 1 JOB#:TODEBUSH 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER OPENINGS AS REQUIRED. ` � ATE:5/16/2022 SHEET NUMBER: 67'-62" 12'_61if 04/30/21 2 16' 16' 22' 1' 05/05/21 8" OS 20 21 05/24/21 3' 2'-6" 5' 2'-6" 3' 2'-4" 5'-8" 8' 64" 11'4" 5'4" 05/25/21 06/01/21 06/10/21 06/14/21 SIN 06/25/21 07/08/21 08/06/21 08/25/21 0 Q 09/22/21 11/29/21 12/02/21 12/06/21 ti 00 BILCO C DOOR 12/07/21 USE LARGER DOOR IF 12/16/21 NECESSARY 01/04/22 01/07/22 SIN m 7'-03" „ 4-3" POSTABOVE STONE 4 � 4-3 4 POSTABOVE DRAIN PIPE DETAIL /�1 o� 42 W w/GAS STARTER HOSE BIB T 1031 ( -1/2 ML H R (3)9-1/2 ML HDR CLOSET 20 30 N PANTRY o -IN COMPOSITE % A21 GENT 20 g g Ln 4X4 POSTS 3o G�C' A21 M N PANTRY c` M co AEL(TYP) (3)9-1/2 ML HDR w 2 .H - l _ U. w o J (3) X10 DR _ M ~ N v = o V L (3)2X10 HDR (3 2X10 HDR rt��' v TH SHELVING N OVENS o ' s (3)1-3/4X14 M LL x DRAIN PIPE ��, v�'� PST B E 2 FLUSH BEAM (3)1-314XI4 L FLU H BEAM ib J a o Lnlao _ (SEE DETAIL) r- v KING pOSTABOVE v ~ N - ¢ (2)14'M ( LUSH) M I M � CV 14'-941 ? 3' 2'_ F 10'-11 1 BED O M 1 M PO CH U J 2 O O BENCH V ) 1 Q J _° w ° M OIO o N •' w Co zo o A r 400 C 1 X _ (8 o = `° 4' O O 7'-11" A " " A4 _ A4 I 1 0 � �M �' DININGC LL M 2° Mo X -3/4X11-7/8 ML @ 16"O �- ° J ZI-) w r (TAPER O 9-1/4) CD p O N 2s Z� - WOOD v 31'-53" ° I Ll E T M o ,"„ CLOSET177 o0N T&G H r) 4 4 M 6 3-1 Zh POST ABOVEb) m H R Lnlao SIN 2�� rn POSTABOVE KITCHEN y s 6"STEP DOWN 2 o 0 (3)2X10 HDR (3)2X10 HDR 30 -IN = M 2 14"M + ((FLUSH X10 HDR (3)2X10 HDR M 20 20 BATH 1 N w SIN 0 2X10 STUD WALL ' � 1 3 2-14"ML W/3/4"STEEL FLUSH TW2 0310 TW210310 $'-62„ 4,-4„ a 7'-72" v Ln � COMPOSITE (3)1 3l4X16 ML (3)2X10 HDR M U Z CLOSET N )ZX10 HDR [P- h-'--I / STONE �HOSE BIB TW3862 TW3862 TW3862 TW210310 TW210310 HOSE BIB [- �a _ � Generated by REScheck-Web Software U Q m Q O Q � � � 7 0- 4'-3" 4311 Compliance Certificate 4" 4 U Project TODEBUSH 3'-6-1" 6'_71_" 4'-81" 12'-6-" 4'-83-„ - - 4-2 3-10 3-2 2-8 3 1 Energy Code: 2018 IECC 2 2 4 2 4 Location: Cutchogue, New York Construction Type: Single-family 12'_61" 16' 16' 22' 1' Project Type: New Construction Conditioned Floor Area: 2,309 ft2 ^' 67'-62" Glazing Area 7% 'V Climate Zone: 4 (5572 HDD) Permit Date: 0N Permit Number: m C'r W o 1ST. FLOOR PLAN ` m a � � Construction Site. Owner/Agent: Designer/Contractor: cno o 1130 WEST CREEK AVE l G y CUTCHOGUE,NEW YORK )) ( )) \ GlJ SCALE: 1/4 = 1 -0 a` c o � X a U tom41 00 \ x :>~ Compliance: 2.8%Better Than Code Maximum UA: 680 Your UA: 661 Maximum SHGC: 0.40 Your SHGC: 0.29 2" 4c, � The%Better or Worse Than Code Index reflects how close compliance the house is based on code trade-off rules. "' It DOES NOT provide an estimate of energy use or cost relative e to a minimum-code home. 0 Q 0 Q2 Q Q Q • ® ® ® • �2„ L1� m SI b-on-grade tradeolls are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 2° assembly in the specified climate zone must nneet the minimurn energy code insulation R-value and depth requirements. U N Envelope Assemblies o o FASTENER TYPE: SPACING: i •. - ' � BASED AOOD r OC EW 16"OC '� � °'4Vjifi+ 1"�+ rYtirC Ye7iY. 21n.EMBEDMENT LENGTH ® ® • Cc Cc ••g 1: Flat Ceiling or Scissor Truss 1,090 30.0 0.0 0.035 0.026 38 28 No.10 WOOD-SCREWS Q 0 BASED ANCHOR WITH 16'OC 21n. rT, Ceiling:Cathedral Ceiling 440 30.0 0.0 0.034 0.026 15 11 EMBEDMENT LENGTH W F2-,n. i E AN LAGS WITRE 1ST.FLOOR:Wood Frame, 16"D.C. 1,530 19.0 0.0 0.060 0.060 62 62 ED ANCHOR WITH EMBEDMENT LENGTH • • •• • • r 1 Door:Solid Door(under SO%glazing) 42 0.280 0.320 12 13 O O U HE THI Door 1:Glass Door(over 50%glazing) SHEATHING SHGC:0.26 81 0.300 0.320 24 26 3 PLYWOOD 1/2"APA RATED SHEATHING GRADE PLYWOOD Window:Wood Frame Z1 0.310 0.320 7 7 • • •• • • (ALTERNATIVIVE:7/16"0.5.8.)SHGC:0.22 O O N Window 1:Wood Frame 1/2'APA RATED SHEATHING SHGC:0.34 12 0.270 0.320 3 4 GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) Window 2:Wood Frame SHGC:0.30 181 0.280 0.320 51 58 ® Cc cc cc • • Window 4:Wood Frame OO • SHGC:0.30 163 0.280 0.320 46 52 FASTENER TYPE: SPACING: 2X4 OF#2 r U BASED ANCHOR WITH OC 0 Q U ND.FLOOR:Wood Frame,16"o.c. 1,092 19.0 0.0 0.060 0.060 62 62 No.B WOOD-SCREW 10" SPUDS tin.EMBEDMENT LENGTH WINDOW SILL • • •• • • �/ Door :Gass Door(over 50%glazing) 55 0.300 0.320 17 18 No.10 WOOD-SCREWS SHGC:0.26 TYPICAL WINDOW OPENING BASED ANCHOR WITH 12"OC Window21 EMBEDMENT LENGTH 3;Wood Frame PANEL SPAN EQUAL OR SMALLER n. SHGC: 8 0.270 0.320 2 3 THAN 4 FEET �--- SHGC:0.34 1/41n.dia.LAGSCREW BASEMENT:Wood Frame,16"o.c. 5,118 20.0 0.0 0.059 0.060 301 306 BASED ANCHOR WITH 16,OC Q Q 21n.EMBEDMENT LENGTH H. Project Title:TODEBUSH TYPICAL DOOR OPENING Report date PANEL SPAN GREATER THAN 4 FEET P : 06/28/22 MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: NNECTED Data filename: Page 1 of 2 AND EQUAL OR SMALLER TOGETHEDR WITH STAISTUDS NLESS STEEL No.B WOOD-SCREW p$y ED �...........__..m...,_..-.. ::._... . ._.... _..__, . THAN 6 FEET OR AND NUTS @ 20 O.C.WASHERS 21n.EMBEDMENT LENGTH B OC -- } GALVINIZED BOLTS W/WASH H (� a» No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASE EDANCHOR WITH 9"OC ., N,2'"�V �r r'� '.X L P 'I•°S`1:�': '{`ti 2m. MBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/41n ` Window 4:Wood Frame AND EQUAL OR SMALLER BASE do. HORWIT y ' SHGC:0.32 11 0.290 0.320 3 4 DRAWN:NK BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH Floor:All-Wood Joist/Truss 548 30.0 0.0 0.033 0.047 16 26 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL pj�, SCALE:1/4"- ''-°" ""+' ' ', ,'�•-' � JOB#:TODEBUSH } !4?'� ATE:6/28/2022 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other AS PER SEC. R301.2.1.2 NYS CODE: PRDTECTION OF OPENING r, 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. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SHEET NUMBER: : AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL '� Ofr kt1'a' Name-Title CONSTRUCTION CODE THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ~! w Signature Date ) A-2ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS: 04/07/21 04/08/21 04/12/21 O 04/14/21 12 2X8 RR 04/20/21 5 16"O.C. DOWNSPOUT 04/23/21 @ 04/30/21 05/05/21 05/20/21 05/24/21 / /21 06 06/01O1/21 06/10/21 DOWNSPOUT 06/14/21 O F 06 25 21 11 CHIMNEY DOWNSPOUT 07/08/21 -01 �? 08/06/21 2X10 RR 16"O.C. 10 V 2X10 RR 16"O.C. 08/25/21 09/22/2l 12LL 11/29/21 2X10 RR 16"O.C. w 2X10 RR 16"O.C. 4 Q 2 10v 12/02/21 o ��. 12/06/21 p /? x 12/07/21 12/16/21 7,� J 70 N ,��`L U 01/04/22 f U # O 01/07/22 X ♦, U 2X12 `r° �<<Fy �`,J19, `L1♦�\� 512 PLATE 12 ��`� \��-� cr-oo 0 2!�L N 04 10 o - U N N 12 <<6`� 12 LJ N Qo � 1bv 10v N 2- CRICKET I CRICKET (2)14X16 ML W/1/2 TEEL RIDGE BEAM N DECK BELOW (2)14X16 ML RIDGE BEAM (2)2X10v U 14X118 ML RIDGE (OVER FINISHED SPACE) w VELUX w 12 c,4 VSE u12 u- Z 2X12 12 Q� U a+19 10� ❑ SOY c PLAT IF 10� JQ�� 10v O PITCH TO GUTTER is ���y 7�`�?�� LIGHT p 0 ♦\��`♦' 10 12 P G9� (2)2X10 `r° 12 `r° \��'a A+19 o ♦\�� w N 5 �1♦� Ct to 10 Q ti1 107 N 12cj N 10 Q 1 0 N Nw LL x o v =L L1 x 2X10 RR 16"O.C. 2X10 RR 16"O.C. N lo 2X10 RR 16" 2X10 R 16"O.C. O DOWNSPOUT 12 DOWNSPOUT � 5 0O a 0 x N O N ROOF PLAN SCALE: 1/4" = 1 '-011 54' W 12'-1" 16' 16' 22' M� u Z w U ,� 4'-5-" 13'-1 4�_5_,� rT1 � u 5-6 5 5-6 4-10 3-2 3-2 4'-10,� 4 2 4 F-�-�I � O 0 � x POSTABOVE 0 Q E..� EQ. EQ. U _ (3)7-1/4 ML F- j a W/D 1 1 CLOSET a 0 3'-64" 13'-12" o 1„ 3„ i E::] 7-2 — 42 r PORCH 26 2 4 5 ;:. ;. Zv �. POST ABOVE I TW210310 TW210310 W210310 30 26 2X8 DF#2 CJ @16"OC 26 1 i a ♦ I - 1 i / _ (3 1-3 X 1/ M HD POSTABOVE - o ♦ o CLOSET I ) ♦ ( I 1 BUILD WA UP TO ROOF A21 0 is i ♦ ♦ I I � N o s~ o tilap - - - - ILL_C. ILLI (3)9-1/2 ML JDR (3p 2X10 DR (V r i x in Qj ao o _� s 7�_12�� o �2. 2 w = 2 Lu Lu 18-11 co s 17-12 "M 18-14 BEDROOM 2 = � w v = POST ABOVE : 2 ti POSTABOVE 20 CATHEDRALCEILING _ J = R°. tz 4 u 0 ° M. BEDROOM �� zo 2 4 " " A r-1a0 POSTABOVE 8 N CATHEDRAL CEILING y = L_C. zo 2 m o M N A � u ri N A4 in 7' 1'-6" � 1 6_�� o rn o M X (V 2 rn 00 M _ M QUEEN QUEENSKY V ROOF DECK v °' 12 31" LIGHT 4 1„ U 1_ 111 2 5 0 13 14 w 00 KING DEN _ 2° SEE SECTION A M. BA U � CLOSET 20 (ELEVATED) CV o EI LD WAL c u O ►- I POST ABOV �,� ♦ � • J i (3) 1-3/4X9-1/2 ML DR a I r 0 co 1 J (3)7-1/4 ML HDR I I AMAo = TW210310 Tw21 310 TW210310 CLOSET 2° 2s BATH 2 I ♦ ♦ ,, 7'-21" 4'- 3" 5 _ - CATHEDRAL I _ N 2 24 TW21C110 ITW210410 a I I t H POSTABOVE a (3)7-1/4 ML HDR L il. vgwn V m Q TW210410 TW210410 POSTABOVE U 0 Q 6'-5" 3'-2" 6'-5" 5'-6" 3'-2" 3'-2" 4'-2" 9'-5" 3'-2" 12-1 16 16+ 22 fir, a DRAWN:NK { 1 ' SCALE:1/4"= 1'-0" 54' ,F / t JOB#:TODEBUSH i DATE:6/28/2022 r i• + t SHEET NUMBER: * CEILING IS 4' AT LOWEST POINT N �. �2N D. FLOOR PLAN +�� r � D. � Qi=• A-3 SCALE: 1/4" = 1 '-0" REVISIONS: 04/07/21 04/08/21 04/12/21 04/14/21 04/20/21 04/23/21 04/30/21 05/05/21 05/20/21 05/24/21 05/25/21 06/01/21 06/10/21 06/14/21 06/25/21 07/08/21 08/06/21 08/25/21 09/22/21 11/29/21 12/02/21 12/06/21 12/07/21 12/16/21 01/04/22 01/07/22 BTM OF STRUCTURE BTM OF STRUCTURE o' TOP OF PLATE TOP OF PLATE Mill L L LL-E 11L co 2ND FLOOR ti� 12 12 2�JD FLOOR W TOP OF PLATE N 5 p Q 5 TOP OF PLATE W rift cril't N N O W 1 ST FLOOR 1ST FLOOR SOUTH ELEVATION EAST ELEVATION SCALE: 1 4" = 1 '-0" SCALE: 1/4" = 1 '-011 / W � � � 0 W Wuz Q � o v H � H U STONE CHIMNEY 12 1 —1-�- 0 BTM OF STRUCTURE 1 N 0 10 10 BTAA OF STRUCTURE m v rn � u rJ o w va° TOP OF PLATE o TOP OF PLATE � 5 v rn U m 00 � w3 a 2ND FLOOR 12 2ND FLOOR 12 TOP OF PLATE 5 p Q 5 TOP OF PLATE FM m W U Lp N' O O � N 1 ST FLOOR x 1 ST FLOOR U NORTH ELEVATION 11 ► 11 SCALE: 1 4 = 1 -0ELEVATION �sd;y NIL — ,A yv WEST ELEVATION �{�" ' r + .14 7 '�,y „�.�"'� DRAWN:NK SCALE: 1 11 = 1 1—O I 1 !� '�� ?f,���`f'� ���;�"J��� SCALE:1/4"=1'-0" /4 .� 1 `0`' a, 4 JOB#:TODEBUSH ` 1 F ATE:5/16/2022 K ""? SHEET NUMBER: -4 REVISIONS: 04/07/21 04/08/21 04/12/21 04/14/21 04/20/21 04/23/21 04/30/21 05/05/21 05/20/21 05/24/21 2X10 RR @ 16"OC 05/25/21 2X10 RR @ 16"OC 06/06/1 /21 10/21 06/14/21 R30 2X10 RR @ 16"OC R30 06/25/21 INSULATION INSULATION 0 2k10 07/08/21 BTM OF STRUCTURE 2X10 RR @ 16 INSULATION RR @ 161,OC 08/25/2 2X10 CJ @ 16"OC 09/22/21 2X10 CJ @ 16"OC 11/29/21 12/02/21 12/06/21 12/07/21 12/16/21 01/04/22 01/07/22 TOP OF PLATE Rig DEN INSULATION DECK DRAIN(SEE FLAN Rig MA TER 6 DRO M BEDROOM NO.2 FOR PIPE LOCATION) DECK INSULATION �t 2ND FLOOR 3/4"SUBFLOOR :o TOP OF PLATE f- 14"TJ1360 WOOD-I FJ @ 16"OC + 14"TJ1360 WOOD-1 FJ @ 16"OC (2)1-214XI4 ML V f/3/8" 14"TJ1360 WOOD-1 FJ @ 16"OC STEEI.FLUSH B AM (3)1-3/4X14 ML (3)1-3/4X14 ML 16 RISERS FLUSH BEAM USH BEAM - o"il� N DINING ROOM R19 LIVING ROOM o I ULATION PORCH DINING ROOM R19 4X4 STRUCTURAL POST / OU SOU INSULATION O O �C BEDROOM NO.1 1ST FLOOR 3/4"SUBFLOOR I T HANGER 3/4"SUBFLOOR .-- 14"TJ1360 WOOD4 FJ @ 16"OC ► JOIST HANGER 14 TJ1360 WOOD-1 FJ @ 16"OC 14"TJ1360 WOOD-1 FJ @ 16"OC R30 'TJ1360 WOOD-1 FJ @ 16"OC INSULATION 5/4X4 T&G BOARDS 16 RISERS '. PITCHED 1/4"PER FOOT TO SCUPPERS STORAGE R20 INSULATION r, MEDIA ROOM Rzo UNFINISHED STORAGE R2o Al INSULATION INSULATION �. W SECTION A SECTION B V1 W �� _ � �� SCALE: 1/4" = 1 '-O" � � z SCALE.. 1/4 — 1 -0 p4 U Q � o O U E� (2)1-3/4X16 ML W/1/2" U STEEL RIDGE BEAM 2X10 RR @ 16"OC 2X10 RR @ 16"OC OG 2+70�� R30 0 �G•1 INSULATION oqe- Off, 3 R19 2X10 RR @ 16"OC +^ R30 2X10 RR @ 16"OC 1 1/4 INSULATION INSULATION 1 1/2 ,-1 1/4 ,1114 -,1 1/2 1 1/4 N ON +W.C. LAV. `W.C. LAv. BE OM BA BEDROOM No. 2 ca W.MwrER. m m'o v ER SH ER N . 2 RCH °�` O � ova° ca SHO 3 11/4 R19 0 °° 3111/4 2 C.O. 3/4"SUBFLOOR I SULATION �' \p 1 1/2 2 2-14"ML W/3/4" 14"TJ1360 WOOD-1 FJ @ 16"OC 3/4"SUBFLOOR u 14"TJ1360 WOOD-1 FJ @ 16"OC ,n u STEELFLUSH 00 R30 N �_- (3)1-3/4X14 ML INSULATION o W 1 1/4 1 1/4 1 1/2 1 114 FLUSH BEAM SINK 1-3/4X9-1/2 ML @ 16"OC D W W.C. C LAV. R19 INSULATION (TAPER TO 7-1/4) F.A I INSULA ION rl_SH ER LIVIN 3 ROOM w BATH BEDROOM No. 1 3 1 1/4 NO. 1 U 2 u U)C.O. 2 3 3/4"SUBFLO I 3/4"SUBFLOOR C.O. 14"TJ1360 WOOD-1 FJ @ 16"OC 14"TJ1360 WOOD-1 FJ @ 16"OC [�] 3 R30 R30N' INSULATION INSULATION 1 1/4 4 . (4)1-3/4X14 ML GIRDER U SLOPE 1/4"PER FOOT PITCH TO DRAIN MEDIA ROOM TO APPROVED W.M. 4"C.I. SEPTIC SYSTEM INSULATION UNFINISHED BASEMENT TRAP HOUSE E�h PLIJMBING SCHEMATIC SCALE: NOT TO SCALE DRAWN:NK SECTION C ` JOB#:TODEBUSH SECTION D SCALE: 1/4" = 1 -0 _ �� ATE:6/28/2022 SCALE: 1/4" — 1 -O <,.. 3 "1 1 SHEET NUMBER: r� OF 4 A-5 9-V .� �Z :218gw11J1199HS Or f ZZ0Z/9 US:H.LV HSfIfl3QO.L:#s3Of ' } — �1 � 4 13>100d WV38 }III:RARv-Ha M9 �`$ . 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