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Home My WebLink About46671-Z "�°f 30�ryo�o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46324 Date: 07/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1525 Greenway E Orient, NY 11957 Sec/Block/Lot: 15.4-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/07/2021 Pursuant to which Building Permit No. 46671 and dated: 08/10/2021 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 an attached garage, finished basement, front stoop, rear, porch, and an outdoor shower as applied for. The certificate is issued to: Nadia Brown, Christopher Brown Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-19-0084 7/31/2023 ELECTRICAL CERTIFICATE: 46671 3/3/2023 PLUMBERS CERTIFICATION: Raymond J. Hulse Jr. 7/11/2025 tho ' ed Si na ure "6 �guFFBI/( TOWN OF SOUTHOLD ��o aye BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE SOUTHOLD, NY } P 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#: 46671 Date: 8/10/2021 Permission is hereby granted to: Brown, Nadia 52 Pamela Rd Cortland Manor, NY 10567 To: Construct new single family dwelling as applied for, per SCHD approval. At premises located at: 1526 Greenway E SCTM #473889 Sec/Block/Lot# 15.-1-12 Pursuant to application dated 5/7/2021 and approved by the Building Inspector. To expire on 2/912023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,609.20 CO-NEW DWELLING $50.00 Total: $2,659.20 Building Inspector OF SO(/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 Q ly�OUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nadia Brown Address: 1525 Greenway E city:Orient st: NY zip: 11957 Building Permit#: 46671 section: 15 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 14 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 18 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 150 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 6Q 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, Hood, Micro, DW, W/D, Mini Fridge, 200A Transfer Switch, 30 Circuit Panel 26 Used, 30 Circuit Panel 22 Used Notes: New Two Story w/ Finished Basement Inspector Signature: Date: March 3, 2023 S.Devlin-Cert Electrical Compliance Form pF SOlir�o� Town Hall-Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Co- o� Southold,NY 11971-0959Q ly�0UM�1,� E EUV E BUILDING DEPARTMENT TOWN OF SOUTHOLD J UL- 9 4 2025 guilding Department Town of Southold CERTIFICATION I Date: +•o� Building Permit No. 46671 -1525 Greenway East, Orient Owner: Brown (Please print) 1 , Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 77) (Plumbers Signature) Sworn to before me this day of , 20 ZS MATTHEW FOX + 'OI A�Y PUBLIC STATE OF NEW YORK E SUFFOLK COUNTY LIC.#01 F00016697 i COMM.EXP. 11/20/ i Notary Public, �J�C l''��`' County `( v SO(/lyO� - - # # TOWN OF SOUTHOLDMUILDING DEPT. 765-1802 ANSPECTION [vj1UNDATION 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 VIOLATION [ ] PRE C/O REMARKS: Q ' ri-- w '44F a DATE �u INSPECTOR OE SOGlHp6 I��lg i -1 * # TOWN OF SOUTHOLD BUILDING DEPT. cou 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) J ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE P,1 Ll/2, INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. �y�OUKn 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: fl,IE IWA Ov w DATE ANSPECTOR OE 50Ulyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, '' 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION e [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L"LA wev-- t! S DATE L INSPECTOR l sa rI /yob L (.P�'7 r f �� G/een v p y 4��, # # TOWN OF SOUTHOLD BUILDING DEPT.I �ycourm��' 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 i REMARKS: --tW'a s+0 t2Y -P� Nlsyg ai;A NviArr- DATE INSPECTOR of SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI0WCAULKING [ ] FRAMING /STRAPPING [ FINAL ffP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PR /O [ ] RENTAL REMARKS: �SVI� S _ � Via• DATE 3 1 )0 INSPECTOR g SO(/TyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. y u � 631-765-1802 4W� INSPECTION [ ] FOUNDATION 1ST/ RE13AR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IDISULATIOWCAULKING [ ] 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: p JF? L000r DATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 06401'., Test Date 10/9/2019 Building Permit#:` lfvO 1 Compliance Pathway Performance Test.Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 _ BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor Area Height Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1st 2388 19104 [] Sealed Attic d n 2 665 5985 *The conditioned floor area of dwelling is calculated in 3ed 0 accordance with ANSI Z765,except that conditioned floor Attic 9140 area includes areas where the ceiling height is less than 5 Total Volume 34229 CFM @50 pa 1705 Air changes �50 2.99 Code Compliance: Pass Duct Tightness: Post Const uction Test-Total uct'Leakage System-1: 1st Floor Duct Location Basement ----------- --- ------- Floor Area 2388 Leakage CFM @ 25pa 33 CFM/100 ftZ CFA 1.38 Code Compliance: Pass System-2:,2nd Floor Duct Location Conditioned Space -------------------------- Floor Area 665 Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: Exempt System-3: Duct Location •------------------------- Floor Area Leakage ,CFM @ 25pa CFM/l00 ftZ CFA� Code Compliance:Eiq Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: lam-'' Date: 10/9/2019 Christopher Silvia,Home Energy Solutions Ell FOUNDATION,(IST) • 1 ! B M Jim" R• 1 1 ��• �` I .PLUM: IPME INSULATION. ITAM arAm ��4 . _ =o�oSufFOL r 2` TOWN OF SOUTHO1L,D—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy • ol,;}' Telephone(631)765-1802 Fax(631) 765-9502 hops://www.southoldtownny.9 Date Received APPLICATION FOR BUILDING PERMIT g� For Office Use Only rL PERMIT NO. Building Inspector: y- MAY 7 2021 - Applications and forms must be filled out in their entirety.Incomplete T applications will not be accepted. Where the Applicant is not the owner,an 11i T'1` PT Owner's Authorization form(Page 2)shall be completed. Date:5/5/21 OWNER(S)OF PROPERTY: Name:Christopher & Nadia Brown SCTM#1000715-01-12 Physical Address:1525 Greenway East, Orient NY 11957 Phone#:917-698-0008 I Email:christopherjbrown75@gmaii.com Mailing Address:1525 Greenway East, Orient NY 11957 CONTACT PERSON: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address:1725 Hobart Road, Southold NY 11971 Phone#:631-765-2954 Email:joseph@fischefti.com CONTRACTOR INFORMATION: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Fm7-c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes END 1 PROPERTY INFORMATION Existing use of property:VaCant Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NNo IF YES,PROVIDE A COPY. N Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law. Application Submitted By(prin name): �v�'-�`r"� NAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF SU&I K In being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) ve named, (S)he is the (Contractor Agent)Corporate Officer, etc.) of said owner or owners,and is duly authorized to pe orm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _5'."day of M 20 21 otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 J� SEE ATTACHED AUTHORIZATION 2 Ruildin� Department Application AUTIiO12IZATION (Where the Applicant is not the Owner) 1. CI -i.vfol.)hef'Bmirn. owner of 152 Greemray Ecisl. Oi-iew.VY 11957 do hereby authorize C'onsiuntine Rigus to apply on my behalf to the Southold Building.Department for all necessary permits. (Owner's Signs ure) (Date) (Print Owner's Name) .i ;' S�jf>!Otk BUILDING DEPARTMENT-Electric I Inspector TOWN OFSOUTHOLD roVwNOF30DEP7 o i Town Hall Annex- 54375 Main Road - PO Box scn, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoLdtownnv.aouw.seandO-southoldtownny.pov �I .APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 11 120' J21 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address:_ PO Box 1061 Southold,NY 11971 i Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) as Name: Brown - Address:. 1525 Greenway East Orient Cross Street: Rt 25 r Phone No.: Bldg.Permit#: 46671 email: Tax Map District: 1000 Section:_-_ 15 Block:, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Install pole service with contruction power,wire house -Few Circle Atl That Apply: i Is job ready for inspection?: YES /!DO Rough In Final Do you need a Temp Certificate?: OES ' NO Issued On,. Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:. 200 A # Meters 1 Old Meter#,._ New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground �erh # Underground Laterals 1 2 H Frame 1021 Work done on Service? Y N Additional Information: Pole service will be ex nded to house 200a -PAYMENT DUE WITH APPLICATI04 �9 Request for Inspection Form.xls \ �`� �o�S11FF0[,�coG y� BUILDING DEPARTMENT-Electrical Inspector C4 i TOWN OF SOUTHOLD Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �101 �a0 Telephone(631) 765-1802-FAX(631) 765-95 2 Temporary Certificate # Date / 2 2, 2021 Customer Name n Electrician Name Address C Q OR Phone / s !.� e-mail e-mail Phone License Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the dat ove. Authorized by r ii'/ ,a Lvov 2 2 BUILDING DEPARTMENT- Electric I Inspector 2021 Ji ; 0 Gy,,, _ TOWN OF SOUTHOLD rovvN oFso D . Epr._ Town Hall Annex- 54375 Main Road - PO Box 11.75'°, Southold,.New York 11971=09,59 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerr@southoldtownny.gov - seandCca�.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION , ELECTRICIAN INFORMATION (All information Required) Date'., 11 120 0 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pbumsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: , Brown Address: 1525 Greenway East Orient Cross Street: Rt 25 Phone No.: Bldg.Permit#: 46671 email: Tax Map District: 1000 Section: 15 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Install pole service with contruction power,wire house Circle All That Apply: Is job ready for inspection?: YES ' OESNO Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 2()0 A # Meters 1 Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground �erh # Underground Laterals 1 2 H Frame of Work done on Service? Y N Additional Information: Pole service will be ext-e—nd-e-d1d house 2005 PAYMENT DUE WITH APPLICATION /\ } �_�v `,a Request for Inspection Form.xls •� �� PERMIT # Address: Switches �I�F`!'��f�� Outlet GFI's1 j -77 Surface Sconces H H's 51. '�n�% UC Lts ' /6k/ P H W Fans� � Fridge P .-_ Exhaust I 1 I?7 Oven Q f` W/D �i� Smokes Il� Z! DW.I Mini �r Carbon Micro Generator Combo I Cooktop Transfer AC AH1 Hood'[.....,_ Service Amps Have Used Special: Comments J CJ • ; Dwyer, Nancy From: Dwyer, Nancy Sent: Friday,July 30, 2021 8:45 AM To: 'Constantine Rigas' Subject: RE: Greenway East Good morning, Yes, please revise the first floor plan to show windows which meet egress requirements, and if you don't mind, please amend the second floor plan to include a note with the light/vent calculations of the den indicated on it. I'll need 4 copies of just the pages which change. Moving forward on future projects,just keep in mind that first floor bedrooms are allowed to have a minimum clear net opening of 5 sq.ft., in addition to the minimum opening requirements of 24" tall and 20"wide (the opening area of the window speed out on your drawings is only 4.7 sq.ft.- its something that may have been missed on your prior projects). If you have any other thoughts or questions, please feel free to reach out. Thanks, JVancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From:Constantine Rigas<c@rigasco.com> Sent:Thursday,July 29, 20216:39 PM To: Dwyer, Nancy<nancyd@southoldtownny.gov> Subject: RE:Greenway East Hi Nancy, Surprised to hear the 1st floor bedroom egress issue. I have used the same size window in 1st floor bedrooms on other projects that were approved by Amanda and signed off and CO'd by Mr. Jarski. The upstairs den will be built as drawn, open with no door. The den does meet light/vent requirements as drawn. So in closing what do you need for permit issuance?A revised page A4 showing an egress window(s)for the two 1 It floor bedrooms? Thanks, Constantine Rigas Rigas Co www.riaasco.com o—631 323 8022 c—917 509 8751 Designer/Builder/RE Broker 1 From: Dwyer, Nancy<nancvd@southoldtownny.gov> Sent:Tuesday,July 27, 2021 10:52 AM To: 'Constantine Rigas-Rigas Co'<c@rigasco.com> Subject: RE:Greenway East Hi Constantine, I went over the entire drawing set this morning. Please note that the windows specified in both first floor bedrooms do not meet egress requirements and will need to be revised. Also, regarding the upstairs den/office..that space must remain open—no door-otherwise an egress window will be required from that room. Additionally, double check the light/vent for the den as shown and confirm compliance or indicate that a mechanical supplement will be installed.. unless of course you decide to add an egress window on that side wall. If you have any questions, please let me know. Thank you, .Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From: Constantine Rigas- Rigas Co<c@rieasco.com> Sent:Thursday,July 22,20213:14 PM To: Dwyer, Nancy<nancvd@southoldtownny.gov> Subject: Re: Greenway East Hi Nancy, Just dropped off in the drop box an envelope with all the below for this project. Please confirm receipt once in hand. Thanks, Constantine Rigas Rigas Co www.rieasco.com o—631323 8022 c—917 509 8751 On May 24, 2021, at 1:58 PM, Dwyer, Nancy<nancvd@southoldtownny.sov>wrote: Rigas, As per our conversation,additional items needed for the Brown application for new house include: -amended health department approvals for the proposed home -egress located in the basement(as per section R310.1 (2020 Residential Code of New York State)) -Single and separate title search, dating back to lot creation,and it must be guaranteed by the title company for an amount of$25,000 2 If you have any questions, please let me know. Review of the application will continue upon receipt of the above. Thank you, Nancy Dwyer Southold Building Department 3 Fidelity rational Title INSURANCE SERVICES,LLC TITLE NO: 7404-011603 District: 1000 Section: 015.00 Block 01.00 Lot: 012.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned -� property has been in single and separate ownership by Nadia Brown and Christopher Brown,as husband and wife and his/her predecessors in title since prior to 4/13/1962 except as follows: (see attached chains of title). No searches have been made other than as expressly staMlbnsli'ability under this Certificate shall only be to the party to m it is certified aall tinder no circumstances exceed the amount of enty-Five Thousand Dollarnopolicyof title insurance can be issued based upon the m orma io Dated une 21, 2021 FIDELITY NATIONAL T LE INSURANCE SERVICES, LLC J DUVA Sworn to before me this f st day of 021 Notary Public E PALUMBO P.IotM Public,State Of NevIVOili " No,02PA6056i61 Qualified In Suffoll;Courit' '_%ommiss'' . Evil.'ivi A:, 'i ' 24 Commerce Drive• Riverhead,New York 11901 •(631)727-0600 • Fax: (631)727-0606 /S - - /a" / /S- / - 13 / s_ l- Isj Don G1 6 s! — �Q�IIo� � — �I�lJS l�1 3 4 u G� a o (� - l4�,� 11/I 4�l o n a (A Vl�' - - �a,rl��,rlS� fail � - l�►l�s � �f - 13 f-°W� a a a-a .�.a� a�0 5' - I�ram.le�a�► �- �a bees t-t'�� aoD4r_ . � 1�j (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LCNCNC INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N400 Ostrander Avenue, Riverhead, New York I MCI tel. 651.72-7.2505 fax. 651.727.0144 odmin(Pyoungengineering.com '£ Howard W. Young, Land Surveyor w E Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer °:,• n O Robert G. Tost, Architect ^.5 u Robert 5trom5ki, Architect APPROX. LOC. OF - ---- ------- - SANITARY SYSTEM � '' \`\\ now or formerly d ° ou►os HEALTH DEPARTMENT USE APPROX. LOG. OF �� otint Frang p I SANITARY SYSTEM - \ 15-02-6 �\ 50TM NO 1Op0 SUFFOLK,COUNTY DEPARTMENT OF HEALTH SERVICES 3 ` O I / \\ PERMIT FOR APPMVAL OF CONSTRUCTfOM FOR A 1 /i/ \ APPROX. LOC. OF I / - ---- `\ SANITARY SYSTEM / �- \ 31NGLE FAMILY RE310►SNCE Ot'dl.Y DATE 1L7JL; RE . Kip �0"l9'--- �L._... APPROVEC �� or formerly % `\ APPROX. I.00. OF t_.eonlcia5 -n.1e \ SANITARY SYSTEM FORXI1"U�p, F now or formerly eofanla EE®..OE+T�ld ower 4 10 ; &oorglo Th 15-01-11 \�� \\\ EXPIRES THREE YEAnS FROM DATE OF ArrROVAL Christopher bowery to � �-, I SGTM I'a 1000- \ \ Charlene fl o 1 Lot 45 \ \\ now or formerly SGTM No. 1000-15"OI-20 I \ alkidl5 �- o , Subdivision - \\ � George µalkldjs APPROVED IN ACCORDANCE WITH 0 RD OF -� I "C-reen Acres at Orient" 1 1 0 I $ Irene 1� O2_� REVIEW DETERMINATION DATED / ! Z 3 (Dwelling) 1 i SGTM No. 1000- ._ .__. . ._ .. 2 9.95 s I i 134.00 �fl I . o111rJDII� 9.93 >`l83 PROPOSED WELL I I SEE ATTACHED SPECIAL CO4"e••rp••., 46 N N I V Itss LOt o o \j G RADING PLAN AMID/Ort PLOT rVII - - 5ubdlviston - I Orient ___. 4D' A,.Green cres atr._._ - 30.91' - I w PROPOSED /� ; �1 DRIVEWAY SURVEYOR'5 CERTIFICATION 6 omlhJa T w T p I Q 7 os �co J o 9.07--C * WE HEREBY CERTIFY TO ROBERT LAD UCA THAT THIS to N n (( o i v �, nr rarrnerly SURVEY WAS PREP-AIRED IN ACCORDANCE WITH THE CODE OF 1 N oornro� i _ rn F1c�Yti Ino. k'R."-.CTICE r-CR 1 ANO SUi�lEYS ,1,'-CF'TEL EY THEN !^: YC.'% K STATE 3 lP i o0�,�1�cT i ' 1` QP�tt T5 �Igl'it 1�55°G• a - ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 1000- N V Q V. 50' CO 4.13' m 3.1 �1 �NI`_`"�,�R W �/ Fr 1,2 N / N PROPOS�U OADO li 30:`§ i ��P� YOGA o SANITARY/`\ST s ow or formerly = O SYSTEM Y._P 1 < _ �y;',r n Panetta � - , Cr o er , w t.84 Eileen Foretta ,� , 9.35 IdO. IOOO-IS-OI-1g O 1.00 / ROw OF NS 9.64 c SGTM / T'r EVERGREE i (3� s' DIA L'A /E SPNALT I�JO O01 Q HOWARD W. YOUNG, N. .5. L.5. NO. 458g3 �A�.__---� �� 10.2 / D PRUNE AY �. 6046150 ron h`"A tj D ^ :�; �.�,« - - SURREY FOR t . -I\ dot T I I -' - ' APPROX. LOG. OF OC\e�t1 RO�ER I �a �V�1 � '- O CjU SANITARY SYSTEM % \ 0t � OF 5 LOT 46 "GREEN ACRES'"A '�ORIENTII _ 6 0 1\SANK ARY\LOYSTEN"Greer' ��we111n9) ow o , /��\ or forrnr T ust rn at Orient, Town of 5outho'id or formerly a n`" \� \ n°w5hanahan - - _ Suffolk County, New York now Newell o \ gtmon loon-i5- - - � . Melanie R• 3 �G�n NO C4 SGTM No. 1000-15-01-1 S 1 ,\ BUILDING PERMIT SURREY 1 11 County Tax Map District 1000 Section 15 Block OI Lot 12 0 o \ FIELD 5URVEY COMPLETED JULY 50, 2015 \ MAP PREPARED FEB. 22, 201g 1 REVISION Record of Revisions DATE ADDRESSED 50DH5 NOIGA JULY 16 2011 LEGEND 5ANITARY OCT. 21. 201g 9-5 d,-,� 51TE DATA ADDRE55ED 5CDH5 NOIGA NOV. 21, 20Ig GENERAL AMENDMENT5 OCT, 28. 2020 WELL AREA = 20,55-T 50. FT. AMENDED BUILDING PERMIT DATA APR. 20 2021 DI = DRAINAGE INLET " 5U5DIV151ON - "GREEN ACRES AT ORIENT" FILED IN THE OFFICE APPRE55EP 5CDH5 NOIGA #5 JUNE 01, 2021 o = MONUMENT SET OF THE CLERK OF 5UFFOLK COUNTY ON APR. 15, I162 AS FILE NO. ■ = MONUMENT FOUND 5540. o = STAKE SET ' VERTICAL DATUM = N.A.V. DATUM (Igbb) m 0 = STAKE FOUND 40 O 20 40 50 120 SUBJECT PARCEL 15 IN ZONE X - SEE FLOOD INSURANCE RATE MAP PANEL NO. 56103C006g H LAST DATED SEPT. 25, 200g. 5Ga1e: I" = 40' a JOB NO. 2020-0010 DWG. 2018_0142-bp_r4 I OF 2 (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURF7SE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDIM INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(OP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2303 fax. 631,727.0144 SITE DATAadminayoungengineering.com .� o�q � AREA = 20,951 50. FT. * SUBDIVISION - "OREEN ACRES AT ORIENT" FILED IN THE OFFICE Howard W. Young, Land Surveyor OF THE CLERK OF SUFFOLK COUNTY ON APR. 15, M62 AS FILE NO. Thomas G. Wolpert, Professional Engineer 3540. Douglas E. Adams, Professional Engineer « VERTICAL DATUM = N.A.V. DATUM (IQ88) Robert G. Tast, Architect '" SUBJECT PARCEL IS IN ZONE X - SEE FLOOD INSURANCE RATE Robert 5tromski, Architect MAP PANEL NO. 36103000601 H LAST DATED SEPT. 25, 2009. HEALTH DEPARTMENT USE PPIOP05ED HOU5E 25.00' 5.00, FINISHED FLOOR SURVEYOR'S CERTIFICATION EL=14.5 FINISHED GRADE G.I.COVER � --" EL=12.5 EL-11.3 EL-11.2 * WE HEREBY CERTIFY TO ROBERT LAD UCA THAT THIS 1 ❑ ❑ Ij M'N. SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE OF 2'MAx. F RAGTIOE FOUR LAND 5URVEY5 ADCFTZ:D BY THC NEW YU2K 5TATE 7 4" PIA PVC 0 A550CIATION OF PROFESSIONAL LAND SURVEYORS. IE=1o.4 PIPE o V 2.00% DIA PVG IE=q.q E ® I.00% - - 0 0.50' FLOW LINE �•� nt N coi . W .EL=55 r i HI(5HE5T z (•) 8.00' EXPECTED GROUND WATER EL=2.5 HOWARD W. YOUNG, 1,200 GAL. SEPTIC TANK (3) LEACHING POOLS (500 5.F.5A.A) HYDRAULIC PROFILE 5UR1/EY FOR NTS ROBERT LADUCA LOT 46 "GREEN ACRE5 AT ORIENT" E at Orient, Town of Southold Suffolk County, New York N N BU I LD I NCG PERMIT SURVEY 0 TEST HOLE FROM FILED MAP County Tax Map District 1000 Section 15 Block OI Lot 12 0 0.0' FIELD SURVEY COMPLETED JULY 50, 2015 TOPSOIL MAP PREPARED FEB. 22, 2011 Record of Revisions 1.01 REVISION DATE COARSE SAND AND ADDRESSED 5GDH5 NOIGA JULY 16. 201Q &RAVEL SANITARY OCT. 29, 201Q 5.01 ADDRESSED 5GDH5 NOIGA NOV. 21, 201Q SENERAL AMENDMENTS OCT, 28, 2020 AMENDED BUILDING PERMIT DATA APR. 20, 2021 SAND ADDRESSED 5GDH5 NOIGA #3 JUNE 01, 202 s 0 q.5' 0 `o COARSE SAND it 40 0 20 40 80 120 m 6RAVEL Is.o' Scale: 1" = 40' o JOB NO. 2020-COIO DWG. 2018_0142_bp_r4 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW,(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFY PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON-IS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREnN,AND TO THE ASSIGNEES OF THE ENDING INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FlELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 1 11 I N400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631,727.2303 fax. 631.727.0144 odminoyoungengineering.com 4uS n�` • rrn� 2° !J 3� Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tost, Architect Robert Stromski, Architect S I ' now or formerly HEALTH DEPARTMENT USE I GerasimOS Trongopoulos . mow i I APR 2 F 2022 L� IBUILDING DEPT N I I or formerly rnAr� OFS0UT'-'',,._.-, new Theofani5 now or formerly o I Le(antda5 Theofani5 � Ghrtstopher Lowery < Georgia rlene Lowery fl o w ' Lot 45 now or formerly o gubdiv181on - George }1a14:1 is es � I IlGreen Acr at Orient" � �, Irene Haik,idi5 103°I I'S0"5 134.0� WLLL a �--- 1 GFL IN93 1 J o 5URYEYOR'5 CERTIFICATION 1 o N rn fi o °41- WE HEREBY CERTIFY TO C H R 15 BROWN St N A D I A F 13.90 CP B R 0 W N THAT THIS SURVEY WA5 PREPARED IN ACCORDANCE m ➢ OW Or = m n formerly WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY Pi550G. Inc, THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 10 rn 9.2' _- 46- -------- � � Petty 5 g SURVEYORS. O Q V• N� ,r $ O ' ' ✓ - C ` a N ST 91.0' / °y').1,t •,,,,I,,,., ��..�. r i y fr s" eor V p Iv(s4io6 nowr rl dot Pane LP n i` gubd ROSE en Panetta PO >=11e PROPOSED "Green Acres ROW OFEENS SANITARY of Orient EVERGR O` W WJe SYSTEM .0 HOARD . YOUNG, .5. L.5. O. 458ci3 � -.r ASVEWAY 13� � _.. n� pRl Q / -- o o SURREY FOR of 4'1 -n IRA bdife5of, p CoHR 15 BROlNN l$ NAD I A BROk NN T LOT 46 "GREEN ,OGRES AT ORIENT" a u' 1 eriy rn at Orient, Town of Southold Q° , or corm -><rUS� Suffolk County, New York N or formerly o noW - now 5`mon 5h " Melanie R. Neweli 1 o FOUNDATION LOCATION SURVEY 6 t Q t County Tax Map District 1000 Section 15 Block OI Lot 12 0 1 o t FIELD SURVEY COMPLETED MAR. 10, 2022 MAP PREPARED MAR. 11, 2022 1 Record of Revisions REVISION DATE LEGEND q SITE DATA = WELL AREA = 20,58? 50. FT. DI = DRAINAGE INLET * SUBDIVISION - "GREEN ACRES AT ORIENT" FILED IN THE OFFICE O = MONUMENT SET OF THE CLERK OF SUFFOLK COUNTY ON APR. 13, W62 AS FILE NO. A = MONUMENT FOUND 3540. = STAKE SET VERTICAL DATUM = NAVD (IIVI88) A = STAKE FOUND 40 0 20 40 Do 120 DO DO Co-) = UTILITY POLE * SUBJECT PARCEL IS IN ZONE X - SEE FLOOD IN51)RANCE ir'.ATE o MAP PANEL NO. 361030006ct H LAST DATED SEPT. 25, 200ci. Scale: 1" = 40' a JOB NO. 2020-0010 DWG. 2018_0142—foundation_loc 1 OF I Fidelity National Title INSURANCE SERVICES,LLC Barbara J. Oliver, as Trustee of the Barbara J. Oliver Liber 12638 ep 63 Revocable Trust Dated: 09/13/2010 TO Rec'd: 09/21/2010 Brian Lawrence and Cinzia Lawrence,his wife Brian Lawrence and Cinzia Lawrence Liber 12836 cp 499 TO Dated: 10/02/2015 Roger Penetta and Eileen Penetta Rec'd: 10/15/2015 LAST DEED OF RECORD FIDELITY NATIONAL TITL INSURANCE SERVICES, LLC JE A Sworn to before me this 21 st day of June, 2021 Notary Public NIC OL.E=PALUMBO Hotafy Public,State Of NevvYbg No.02PA6056161 • . . Qualified Iri Suffcllc OFounle, 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-011603 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-015.00-01.00-012.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/13/1962. SUBJECT PREMISES: 1000-015.00-01.00-012.000 Charles E. Ryder, Executor of the Last Will and Liber 4819 cp 319 Testament of Millicent F. Ryder, deceased Dated: 05/31/1960 TO Rec'd: 06/03/1960 Greenway Realty Corporation (premises and more) Greenway Realty Corp. Liber 7825 cp 116 TO Dated: 02/12/1975 Dora Rita Stuke Rec'd: 04/15/1975 Dora Rita Stuke Liber 9106 cp 15 TO Dated: 11/17/1981 Donald Gancio Rec'd: 11/25/1981 FIDELITY NATIONAL LE INSURANCE SERVICES, LLC JE DUVA Sworn to before me this 21 st day of June, 2021 Notary Public NIC;OLE PALUMBO Notary Public,State Of Neviyoro No.02PA6056161 QUEAllfied lr►Suffolk Oo'311tg> 24 Commerce Drive •W rhead, few York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Donald Gancio Liber 12903 cp 695 TO Dated: 03/02/2017 Robert LaDuca Rec'd: 03/07/2017 Robert LaDuca Liber 13048 cp 455 TO Dated: 12/11/2019 Nadia Brown and Christopher Brown, as husband and Rec'd: 02/19/2020 wife LAST DEED OF RECORD PREMISES NORTH: 1000-015.00-01.00-011.000 Charles E. Ryder,Executor of the Last Will and Liber 4819 cp 319 Testament of Millicent F. Ryder, deceased Dated: 05/31/1960 TO Rec'd: 06/03/1960 Greenway Realty Corporation (premises and more) Greenway Realty Corp. Liber 7825 cp 114 TO Dated: 02/12/1975 William Stuke Rec'd: 04/15/1975 William E. Stuke Liber 9116 cp 593 TO Dated: 12/07/1981 Peter O'Hanlon and Mary M. O' Hanlon, his wife Rec'd: 12/16/1981 Peter O'Hanlon and Mary O'Hanlon,his wife Liber 9152 cp 403 TO Dated: 03/03/1982 Mary M. O'Hanlon Rec'd: 03/10/1982 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC J DUVA Sworn to before me this 21 st day of Ju e, 2021 Notary u is ivil:U_L- PAl.UNli3iF Notary Public,State Of NeW Y0 6i No.02PA6056161 Qualified in Suffolk Cour,41 1'ommiss', , Expires 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 Fidelity National 'Title INSURANCE SERVICES,LLC Mary M O'Hanlon Liber 11839 cp 745 TO Dated: 07/01/1997 Anthony Barbarise and Christine Barbarise, his wife Rec'd: 07/09/1997 Anthony Barbarise and Christine Barbarise, his wife Liber 12400 cp 897 TO Dated: 06/22/2005 Robert Haase and Donna Haase, husband and wife Rec'd: 08/01/2005 Robert Haase and Donna Haase Liber 12545 cp 588 TO Dated: 03/14/2008 Robert Haase Rec'd:03/27/2008 Robert Haase Liber 12999 cp 665 TO Dated: 01/05/2019 Leonidas Theofanis and Georgia Theofanis,husband and Rec'd: 02/05/2019 wife LAST DEED OF RECORD PREMISES EAST: 1000-015.00-01.00-036.000 (Greenway East Private Road) Charles E. Ryder, Executor of the Last Will and Liber 4819 cp 319 Testament of Millicent F. Ryder, deceased Dated: 05/31/1960 TO Rec'd: 06/03/1960 Greenway Realty Corporation (premises and more) Greenway Realty Corporation Liber 6689 cp 550 TO Dated: 12/01/1969 Pettys Bight Association, Inc. Rec'd: 01/14/1970 LAST DEED OF RECORD (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC e DUVA Sworn to before me this 21 st day of June, 2021 CQ[-E PALUMBv Notary � Pu Notary Public,State Of NotivY®r'z No.02PAGO56161 -s Qualified In Suffolk Courr<R� lommiss: :>;xlair�s tai.,tcla 1�1,20� 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 -"' Fidelity ]National Title .i. INSURANCE SERVICES, LLC ]PREMISES SOUTH: 1000-015.00-01.00-013.000 Charles E. Ryder, Executor of the Last Will and Liber 4819 cp 319 Testament of Millicent F. Ryder,deceased Dated: 05/31/1960 TO Rec'd: 06/03/1960 .Greenway Realty Corporation (premises and more) Greenway Realty Corp. Liber 7316 cp 500 TO Dated: 12/14/1972 William L. Gibbs and Marion Gibbs,his wife Rec'd: 01/04/1973 William L.Gibbs died a resident of Suffolk County on 08/17/2003,Surrogates File No.627 S 2003, Marion V. Gibbs surviving spouse. Marion V. Gibbs died a resident of Suffolk County on 01/13/2004,Surrogates File No. 137 P 2004. William B. Gibbs, as Executor of Marion Gibbs AKA Liber 12312 cp 505 Marion V. Gibbs late of Suffolk County Dated: 03/02/2004 TO Ree'd: 04/08/2004 John J. Fahey and Kathryn J. Liset, husband and wife John J. Fahey and Kathryn J. Liset, husband and wife Liber 12943 cp 927 TO Dated: 11/15/2017 Thomas Mark Simon and Jeanne A. Shanahan, Trustees Rec'd: 12/28/2017 of the Simon-Shanahan Trust dated July 2,2014 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC JE DUVA Sworn to before me this 21 st day of 2 1 Notary Public 1q1C0LE PAWWjBG ioiary Public, State Of Novi Yofn No.02PA50551 61 . , Qualified In Suffolk County �mmiss' CA}�ir €«i::,icrt 19,2U3 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 =,11i1 Fidelity National 'Title lot INSURANCE SERVICES,LLC PREMISES WEST: 1000-015.00-01.00-019.000 Charles E. Ryder, Executor of the Last Will and Liber 4819 cp 319 Testament of Millicent F. Ryder, deceased Dated: 05/31/1960 TO Rec'd: 06/03/1960 Greenway Realty Corporation (premises and more) Greenway Realty Corp. Liber 8300 cp 282 TO Dated: 08/18/1975 Fleming Lund and Catherine Lund,his wife Rec'd: 08/31/1975 Fleming Lund and Catherine Lund, his wife Liber 8421 cp 564 TO Dated: 03/28/1978 Ronald Falkowski and Carol L. Falkowski, his wife Rec'd: 05/02/1978 Ronald Falkowski and Carol L. Falkowski, his wife Liber 8848 cp 416 TO Dated: 06/23/1980 Stephen J. Kmetz, Jr. Rec'd: 07/08/1980 Stephen J. Kmetz, Jr. Liber 12202 cp 231 TO Dated: 07/26/2002 Barbara J. Oliver Rec'd: 08/09/2002 Barbara J. Oliver Liber 12544 cp 859 TO Dated: 02/21/2008 Barbara J. Oliver, as Trustee of the Barbara J. Oliver Rec'd: 03/21/2008 Revocable Trust dated February 06, 2008 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC JEA UVA Sworn to before me this 21 st day of June, 2021 Notary Public NICOLE PHLUNll3f9 . D9otary Public,State Of Nevylojc> No.02PA6056161 Qualified Jr,Suffolk Count ;e�mmiss o Eyplai: s,a:'•rc4 19-20A�? 24 Commerce Drive e Riverhead,New York 11901 0 (631)727-0600 • Fax: (631) 727-0606 l YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT C. TAST,Architect ROBERT STROMSKI,Architect July 7, 2021 Mr. Constantine Rigas 400 Greenway West Orient, New York 11957 RE: CHRIS BROWN & NADIA BROWN (formerly Robert Laduca) 1525 Greenway East at Orient, T/O Southold, NY (20-0010) . SCTM No.: 1000-15-01-12 HD Ref. No.: R10-19-0084 Dear Mr. Rigas: Enclosed is one (1) print of the Building Permit Survey (Sheets 1-2 of 2) last dated June 1, 2021 bearing the SCDHS stamp of approval to construct dated January 27, 2021, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. Planning Engineering Land Surveying �10`a,lmo"�m�...m,.�,o m."�mn.,•.u. N400 Ostrander Avotwe,Rlv&t—c New York I!9ol W.631.T272903 Fat•691.721,0144 .. admYlayamgonglnearUlgeom OU4 a g H.-Wa W.Y.,N,Lmd Surveyor W Thoma.C.Yblpport,Prolass!arlol fi,gUroar • Douglas E Adans,ProPeesmnol Englnear " 13 O Robert 0.Tast,Architect a, Robert Sh—W,Architect HEALTH DEPARTMENT USE ! SCTM yNRNLY sY3TiN I HA !, . r�5 fCp,T EFL i 1 now or Formerly \� `� rr>oBaLiDD•� z�.:.., iy0-�9 ! Lponldas TheoFants .` ` sNBTwT smw •-... _ ®'-'------ now or Formerly g s boof91°TneoFants F., 3 __ Chrlbtopphh or Lowery• 3 I ae 1� UTarlono Lowery a 1 % naw or 4°rmor!y 2O Lot 45 '•a;L.i,�;,-F.':r._.;. 00TM Ne.t000-le•o• , R' 1 capdMo �1 beorga Ha6cId16 .....•` .._. + I - _ ` es as orient' $ , i 6 Ire 1 00-15-is •Breen p...eIIV4 1 i SCTT i No.1000'!g•O1 I B Ys3 APPROVED IN ACCORDANCE WITH OA D OF , 1 154.00, I REVIEW DETERMINATION DATED I Z Ng3°II'50°E / Y.93 III Lot 46 V, ��' '---_— •bfeen Peres ai ONe(d.'l. ,,D•` i q.Dd o SURVEYORS CERTIFICATION M ` — ». - - _ >- F •PE N R05`f CERTIFY TO RCBERT LADLICA THAT THIS - NT or 40rm0fly 91A2VEY WA9 PREPARED IN ACCORDANCE WITH THE CODE OF, (A bOC•1nC.- PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEwXORK STATE V t�r �� 'S � j ,ln� Potty'b S-01'6 _�"`•`•�:..P•.'::�� ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. C O i 1� 7(7• 9°tM pF NELyY Q i S 56.BT .ii rnovsst� /h aP OG N PRBGO ` 1.W.•. ppyEWAY = o nOw�oopa mottays Q srs t+ \ !ar ! 9CNo.1000-ttal lQ O / Iy '`., _.,�. ! Q tr11'LfR/!-it•l�.f,/'M ^�/ c. e-z,;�" 'OT' r1,q o. P le-0- +Ff , Ip /1 •+• ' FDw B. S.B4 U a �, 95893 �i 9CTM ' 190 0 H OWARD w YOUNG,NYS.L5.Na.439as FO LAND SJ ` EXCAVATSON INSPECTION REOUIREO Ln� A r / ! A�µ� O FOR 8ANRARY SYSTEM EAL DEPARTFAENTI6°4� ppC°0tw°o'nAaE "p ,xo SURVEY FOR -�' �a �'�, 9�� a a,.,,nt• ROBERT LADUGA /� A1FIYBSTL11 R O O ,I O o C• On m a M'`¢N ore `✓,_I!1+V 2 LOT 46 "GREEN ACRES AT ORIENTej28°� 3 b 1 FormOtly 6t Ot Orient,Town of Sout")QQfdCv Izo oars trv19 Suffolk County,.New York��e;;�.+yg now or 4o Nowall `1 0�!n°n N,l000-!g•O• , - .,�„^.* amso.!000-le•o1-16 `'n'I BUILDING PERMIT SURVEY" eGTM No. , ! ; County Tax Map Drat,1000 sau.15 Bbtl OI I,I 12 . 1` PIS COM PLETED JULY So,2olb � FEE.22,2019 SEE ATTACHED SPECIAL CONDITION PREPARED Record Of Rav4slorn GRADING PLAN AND/OR PLOT PLAN REVISION DATE NP AQDffi_5G2HS NOIGA _BB Y IA.201a SANITARY OOT.29.2019 w SITE DATA �I 2ola •'� WELL 61�EBALAL�NVMENiS OGT.2B.2020 O`°�T r AREA-20,557 50.FT. 0 � DI •DR NAOE INLET •5101704510N-'BREEN AC"-AT ORIENT•FILM IN THE OFFICE " OP THE CLERK OF CO SUFFOLK UNTY ON APR 13,IR62 AS PILE-NO. ■ .MOtt1M3NT POUND 5540. A STAKE SET • VERTICAL DATUM •NAV.DATUM(19e6) A o STAKE POUND 40 O 20 40 00 120 •VJ9.MrPANE PARCEL IS IN ZONE X-°.+�P1.00D N3URANGE RATE MAP PANEL NO.36109C0o69 H L,I37 DATL•D bLTf.23,2GOq. 5cg10+ I°e 40' ' JOB N0.2020-0010 DWG.2010_01421Tps9 OP 2 400 Ostrander Av .Rlverhocd,Nevi Yerk 11901 W.631'1273303?—.631.727,0144 ad'ninoyoungenglneering<omL SITE DATA d � AREA=20,98.1 w 50.FT. •SUBDIVISION-'6REEN ACRES AT ORIENT"FILED IN THE OFFICE Hor,ard W.Yavng.Lund Surveyor OP THE CLERK OP SUFFOLK COUNTY ON APR AB,1462 AS FILE NO. thcnns P.hblpeK,F'roPe»tonal 6lglneer. 9540. Dou91aa E.Ad—,F—Posslancl Englnoar • VERTICAL DATUM •N.A.V.DATUM(I1188) Robert P.Test,Archltoct •SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD INSURANCE RATE Eabert 5tr kl,Architect MAP PANE.NO,36103C0069 H LAST DATED SEPT.23,200q. HEALTH DEPARTMENT USE F'ROP09 Noun aaoc eao• FIW¢MPD FLaOR o..un P;NIele2ePAOE SURVEYOR'S CERTIFICATION 6•a5 LA LO+EC l��rq d•n3 •WE HEREBY K46 PREPARE TO RDCO RT LADLIDA THAT E O •µµ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE K a'Nrvc PRACTICE FOR LAND SVRVEYS ADOPTED BY THE NEW YORK STATE 4•vu we ASSOCIATION OF FROFE95IONAL LAND SURVEYORS. ' <•c1A we IE•IOA PIP=0 2.Oa% 2.9.9 PIPE 5� o''A' PLaA LR@ qq IE•9A la•99 g a d Pl•a9 Nlell:ST a aao• LeGy� caPe,.,ro HOWA0RD W.YOUN6,N.Y8.L9.N0.45899 8 1000&AL 56!�TIC TANK 0)LEAGHIN6 POOLS (3W 5F.9PLA) HYDRAULIC,PROFILE SURVEY FOR ROBERT LADUCA LOT 46 "GREEN ACRES AT ORIENT" of Orient,Town of Southold Suffolk County,New York BUILDING PERMIT SURVEY TEST HOLE g3 1AGM FILM lu' County Tax Map Da-t 1000 kouo.15 m-01 - 12 C °O FIELD SURVEY COMPLETED JULY SO,2018 TOFDLIL MAP PREPARED FEB.22,2019 Record of Revl5iom lo• REVISION DATE ADDRE55ID 5PDH5 NOIPA JULY 16.2019 !1"AVS SANITARY OGT 24.201Q ad NOV.21.2OIQ GENERAL AMENDMENTS OPT.2B 20ZQ ^_O.2021 Q shim § 19' '�• 40 O 20 40 00 120 g eNnw. ea' p SGOIeI l° 40' JOB NO.20142_IO DWG.2010_0142Jap13 2 OP 2 1 400 Oetronder Avea,e,RNerhead Nary York 11401 tal.03I,72T38P3 Ia%.091.727,0144. •• admhoyoungonginearing.cole SITE DATA AREA a 20A87 50.FT. (� •5UBDI VISION-'6REEN ACRES AT ORIENT•FILED IN THE OFFICE Honard W.Young,Lmd&t @Vor OF THE CLERK OF SUFFOLK COUNTY ON APR.15,1*2 A8 FILE'NO. Thomas C.Wolpe t,ProPa W41 Enginoar 5540. Douglee E Ad=.,ProTo 1-1 Enghoon • VERTICAL DATUM -NA.V.DAM-1 0-108) Robert 0.Tmt,Arohitoat S1 aZ,,T PARCEL 19 IN ZONE X-SEE FLOOD INSURANCE RATE Robert St—kl,Arehit"t MAP PANEL NO.06105C00 N LAST DATED SEPT.29,200q. HEALTH DEPARTMENT USE PP14:rosw HOUSE 1 Seoo ,t—eoo' - Pp1�^ar` SURVEYOR'S CERTIFICATION , eL.us w.eoaeR O eI.•nD ¢•n7 •yI HERSY CERTIFY TO R013ERT LADLICA THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OP -- I'Mk _ • ..._ ..PRACTICE FOR LAND SURVEYS ADOPTED-BY THE NEW YORK STATE 4`DIA PJG' ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. PIPE 6 700% 4'MIA PVC R•IOA 1e'^." i, PIP2 LOOPS pF NEGV noH urc le.�w m.as qrG Y0 Qp W. Y C p O I ppTp T 4589'e Qi �•-�Oar--�I ^� aFiw.�tv m a.7n REWARD W.YCUN6,N.Y.B.L5.NO.40099 �O LAND 1000 6AL.52"d TANK (9)LBACHINS POOLS (900 SPSYIA) HYDRAULIC PROFILE SURVEY FOR NTS ROBMT LADUCA LOT 46 "GREEN ACRES AT ORIENT" at Orient,Town of Southold Suffolk County,New York BUILDIN6 PERMIT SURVEY TEST HOLE IAeN HEED fur County Tax Map oi.trtee 1000 s um 15 OI Ut 12 on, FIELD SURVEY COMPLETED .NLY 00,2010 To/eelL MAP PREPARED FEE.22,2019 Ic' Record a Ravleion5 wAs� REVISION DATE ADDRESSID SCDNS NOICA _ r_n Y Ib?019 OMY3 SANITARY "L 11L+Qq DO' ADDRESSED 5GDH5 NOICA VM.71—I9 SEVERAL AMENDMENTS OGT 26 2a2a OHm 4D' ' eOAI'kS ' ertAviL 40 0 20 40 BO 120 eo' Scale. I°= 40' JOE NO.2020-0010 DW6.2010_0142yp�S 2 OF 2 D 1 COUNTY OF SUFFOLK STEVEN BELLONE soR?oLK coucI.T raEcuarv$ DEPARTUM OF HEALTH SERMCES GREGSON H.PIGOTT,MD,MPH Co►e MSSIOMR January 19,2021 Chris and Nadia Brown 52 Pamela Road Cortlandt Manor,New York 10567 Subject Board of Review Hearing—November 19,2020 R10-19-0084—Property of Chris&Nadia Brown,w/s Greenway East, 500 f1.n/o Park View Lane,Orient,t/o Southold—SCTM: 1000-015.00-01.00-012.000 Dear Mr.&Mrs.Brown, 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 application will be automatically approved. It is your responsibility to ensure that your application is complete, otherwise, your approval will be subject to unnecessary delay. Very trn yours, in S en,P.E. ChietfP lic He Engineer Chai , Bo f Review Tun. osure Cc: Board of Review File—Yaphank Ms. Lynne Bums—OWM Mr.Edward Lyons—Reviewer Wr.Thomas Wolpert,P.E. Mr.Andrew Freleng—Planning Department Town of Southold Planning Department YOUNG &YOUNG Telephone(631)727-2303 400 Ostrander Avenue Facsimile(631)727-0144 Riverhead,Nezv York 11901 admin@youngengineering com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLASADAMS,Professional Engineer/Geologist ROBERT C.TAST,Architect ROBERT STROMSKI,Architect February 9, 2021 Via U.S. Mail & Email ercabro@aol.com Mr. Chris Brown 52 Pamela Road Cortlandt Manor, New York 10567 RE: CHRIS BROWN &NADIA BROWN (formerly Robert Laduca) 1525 Greenway East at Orient, T/O Southold, NY (20-0010) SCTM No.: 1000-15-01-12 HD Ref. No.: R10-19-0084 Dear Mr. Brown: Enclosed is one (1) print of the Building Permit Survey (Sheets 1-2 of 2) last dated October 28, 2020 bearing the SCDHS stamp of approval to construct dated January 27, 2021,together with copies of the SCDHS Permit including Conditions for Obtaining Final Approval of Constructed Project (WWM-016) and the Board of Review determination letter dated January 19, 2021, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. Planning ----------Engineering Land Surveying SUJF'FOLK COUNTY DEPARTMENT OF HEALTH SERVICES I)Ir MON OF ENVIRONMENTAL Q_UALffY BOAmD OF RmEw A►RTTCLE 21,SECTION 2209,SUFFOLK COUNTY SANITARY CODE To: Gregson IL Pigott,MD.MPK Concmissioner From: John Solingen,P.E.,Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R1049-0084—Property of Chi &Nadia Brown,w/s Greenway East,500 R.n/o Park View Laney OrieK t/o Southold—Sum 1000-015.00-01.00-012.000 Hearing Date. November 19,2020 Board Members:Nancy Pierson,Anthony Condos .-Reviewer: FAwardlyons Statemgit of Problem Residential construction standards require that the distance between sanitary leaching stntctnres and shallow private wells be at least 150 feet The applicant is proposing to'install a sewage disposal system to serve a single-family dwelling that does not conform to standards in that the leaching structures are less than 150 feet from neighboring shallow wells. F_ ndinas and Facts L The applicant is proposing construction of a 3 bedroom single-family dwelling on a vacant parcel indicated as having an area 20,387 sf(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 parcel is also known as Lot 46 on the subdivision map of Green Acres at-Orient, - approved by the Suffolk County Department of]Health Services on December 29, 1961_ The typical lot layout on thaf map showed it 100 foot separation between shallow wells and cesspools, with the well, located just outside the house and the cesspools in the backyard. 4. The proposed dwelling is.to be served by a new sanitary system consisting of a 1,000- gallon septic tank and three 8-foot diameter by 4-foot deep leaching pools placed a minimum of 3 feet above highest expected groundwater elevation, with-room for one expansion leaching pool. 5. Soils conditions are good,with 1.foot of topsail,7 feet of coarse sand and gravel, 0.5 feet of sand,and 4.5 feet of coarse sand and gravel. 6. Groundwater was encountered at 10 feet below grade as per the submitted test hole. The sanitary system design is based on a highest expected groundwater elevation of 2.3 feet above mean sea level. CYregson IFL Pigott,MD,MM Commissioner Dearing Bate.November-19,2020 Subject: Findings-and Recommendations of the-Review .Board -Regarding: Findings and Recommendations of the Review Board Regarding. R10-19-0094 — property of Chris &Nadia Brown, w/s Greenway East, 500 ft. uto Park View Lane, Orient, t10 Southold—SCTM: 100015.00-01.00-012.000 7. As per the groundwater contributing areas and source water assessment maps prepared by damp Dresser McKee (CDM) in 2009, as part of the Comprehensive-'Water Resources Management Plan (CWRMP) for Suffolk County, groundwater flow direction- is northerly towards the Long Island Sound. 8. Public water is not presently available in this area. Many of the properties in this area are supplied by shallow wells because a standard depth well with 40 feet of water above the well screen cannot be installed due to high chlorides. in such cases,wells can be made shallower, but the separation distance required between leaching pools 'and wells increases. from 100 feet to 150 feet. Because of the presence of existing wells and sanitary systems surrounding the subject parcel, a sanitary system cannot be located on the parcel in accordance with all current Department separation distance requirements. 9. The well drillees certificate for the proposed well shows a-total well depth of 30 feet with a static water level of 10 feet,and 15 feet of water above the well screen. A water sample taken March 26,,2020 showed water quality in the well to be in conformance with drinking water standards. 10.The proposed sanitary leaching structures do not meet the minimum required separation distance of 150 feet from shallow drinking water wells,as follows: a 'Approximately 140 feet from the existing-neighboring well to the west(SCTM: 1000-01500-0100-019000, property of Panetta), located laterally from that well with respect to the groundwater flow direction. b. Approximately 130 feet from the existing neighboring well to the south($CTM: 1000-01500-0100-013000, property of Simon Shanahan), located downgradient from that well with respect to the groundwater flow direction. I L The applicant's engineer indicated that the proposal is in conformance with Southold Town zoning requirements. Determination It was a 3 to 0 determination of the Board to grant the request for the variances for thelocation of the proposed new sanitary system. Although the separation distances between the proposed new sanitary system and neighboring wells are less than those required by standards,the sanitary system structures have been located in the best possible locations, and as far from neighboring wells as possible. The site has soil and groundwater conditions that will permit the installation and operation of the new sewage disposal system,and the proposal should not result in any degradation of groundwater quality. GMgson II Pigott,lam,lvlplq,Commissioner Hearing Date:November 19,2020 Subject: Findings and Recommendations of the Review Board Regarding: Findings and Recommendations of the Review Board Regarding: RIO-19-0084 — Property of Chris & Nadia Brown, w/s Greenway East, 300 fb nIo Park View bane, Orient, t/a Southold—SCTM: 1000-015.00-01.00-012.900 The granting of the requested variances is not a formal approval to construct a dwelling, or to construct or utilize a new well or sewage disposal system on the subject parcel'. Rather,it is a determination on the specific variances requested,based upon factors noted in §760-612 of the. Suffolk County 'Sanitary-Code (Sanitary Code). .In compliance with §760-612A(1)(a), the proposed'variances are in general conformity with the Sanitary Code. 'The variances should not impair groundwater,surface water-and drinking water supplies,and, as such,are consistent with criteria,specified in§760-612A(1)(b). The granting of the requested variances•will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system,taking into account soil conditions,depth to groundwater,and site-specific physical conditions,and as such, is consistent-with critmia specified in§760-612A(l)(e). . As per §760-612 of the Sanitary Code, the approval of the variances-is m 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. January 19,2021 Aohm n, hair— oard Review 'Nara Aflufcrmm toMcb 6 4ft Suffolk Coanty SMLPW Codazef"to the version effective as afhmW 1,2018. COUNTY OF SUFFOLK STEVEN SELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner PERMIT CONDITIONS Project Name: RESIDENCE @ GREEN ACRES AT ORIENT LOT 46 Health Services Reference#: R10190084-ZEC SCTM#: 1000015000100012000 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 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 httlLs://ara,suffolkcountY /CitizenAccess. 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)852-5700 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 Project Name: RESIDENCE @ GREEN ACRES AT ORIENT LOT 46 Health Services Reference M R1 01 90084-ZEC SCTM#: 1000015000100012000 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) Excavation Inspection(s) by the Office of Wastewater Management prior to installation of any leaching structures to determine acceptability of soils.After requesting, confirm the inspection by calling 631-852-5700 between 8:30 am and 9:30 am on the morning of the requested inspection. Excavation Inspections are not performed on Fridays. 2)Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. 3)Satisfactory inspection by Office of Wastewater Management of the water supply system. DOCUMENTS REQUIRED: 1) Four(4)prints of.an As-Built plan (See instructions Form WWM-041 J 2) Water analysis by a NYS certified laboratory(performed within one year) 3)Certification from the licensed sewage disposal system installer(Form WWM-078) 4)Well drillers report WWM-016 Page 2 of 2 - - - - - - - - - - - - - - - - - - - - - - - - - - .................... ..................... . ......... .....................11............ .............. ........... ...... ................. - ----................................... ............ --- ............................. ................. . . . ......................... .......... ....................................................... ...................... ..... ................... ............ . .......... ............ ...................................... ......... ................................. DESIGN /BUILD ............................................ ....................................................... ..................... ......................................................... ...... ............. ................................................ . ............................ .............. . .......... ... ..... ..... ................... .................................................. .......... ........ ............ ............ .......................................... ............ .......... ........... .............. ...................... ......................................... .................. ................................................. ........................ ..------------- ....... .............................................. ... ....... ........................ Joseph Fischetti, P. 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T...........7— T T L is IIL ..........L 5/4/21 ti T' 7Ti i 1 L! ....... L..............1 ! L .......... ----------U .................7",............... T—! 1 L I t I ...... ..........T1525 Greenway East FRONT ELEVATION Orient NY 11957 SCALE : 1/4" V-011 APPROVED AS NOTED DATE: B.P.# E W H 0 M E ",,"'.TIFY BUILDING DEPARTMENT AT C U r) C 7L,5-1802 8 AM TO 4 PM FOR THE JILLOWING INSPECTIONS` E I S U NI L U FOUNDATION - TWO REQUIRED FOR POURED CONCRETE GERTIFAFRAMING & PWMBING 3. INSULATION OCCUPANC y 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PROJECT TEAM: REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR i DESIGN OR CCA14PLY W17H ALL CODES OF CONSTRUCTION ERRORS. N-W YORK STATE & TOWN CODE' . ............... AS REOUIRED AND CONDITIONS 0 DO NOT PROCEED WITLJ OUTHOLD TOWN ZBA FRA!ANG UNTIL SURV; OF FOUNDATION LOC�fION SOUTHOLD TO�Aftl PLANNIN03 BCAP RIGAS CO ........... HAS EEN APPROVED. OUTHOLD TRUSTEES 22260 main road, orient ny 11957 i .............................. DEC 631 323 8022 ........... c@rigasco.com RETAIN STORT WATER RUNOFF .......... .......... ......... PURSUANT TO CHAPTER 236 .......... ............ OF THE TOWN CODE. T11USS PLACArD""- PrOL ..........� is ............... ...... .......... ... .......It 1 I T� Engineer iiEEl r,;rc mpnmtfon.......... rcquircd r.s per .......... ........... r'l C Eq TIFI....... Joseph Fischetti, P.E. = Cad. C1 L'.AD CON TENTF37!CE, TU OF 0 C C up,,, C y ........... 33 1725 Hobart Road, Southold NY 11971 D E R USED IN............. ............. ... .......... 631 i:1L)1'S),`STEM CANA'(1 0 NE11f T -ED 2110 OF 1% LEA.D. .......... ....... )s.. ......... ing i......................... .......... or lighti ni lexted P c-� 1. 1-Ictalled replaced or ALL PLUMBING............... rc2. 0rcd hp conforM &liVATER LF TESTING eEFOrn - to clippt er 172 S10 codc cc I.the Tov,in .... ................... ................... Scale as Noted Murt provide Manuals D,J and S .is per NYS Enc.rgy Code RIGH-F ELEVATIO r3lols,,-er door SCALE : 1/4 0 end ductwork. tcrting required. 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C: ------- PROFESSIONAL ENGINEER 93'-311 25'40%." ------------------------ 1 I lo ------------------------- CIP 32x20 window 1 CIP 32x20 window ................ .. ............. .. ........ .............. ..... ......... .. ....... ....... ......... .. ...... .. .. ...... .. ......... .. ..... .. .. .. ... ..... ........ .. ... .... .. .. ...... ....... % ,,1 1, A % (7 d J ... .... .. .. ................. ......-....... ......... ............... If 11 rn PORCH 4"CONCRETE SAB,REINFORCED wl 6X6 10/10 WMM 11-7/8_17.115iiI ALL FILL BENEATH CONCRETE SLABS TO BE WOOD-1 FJ @1q"OC OP 1 "0 COMPACTED TO 95%RELATIVE DENSITY ASTM D-689.COMPACTION TEST AS NECESSARY Fn -k (3)1--'314X A 7/7/21 U PYI-SAX9-172ML GIRDER . .. ...... .. ........ . .... .......... .. P ... 11'-8Y2" 18'-5" T-4%" 7'-4%" o -o 0 0 0 x N 1 0 ro �o Ln oo 8f-3Y2.11 21'-10" U oo X mU ....... �D LALLY�OLUMN 1525 Greenway East < 2'X21X1'FTG C) 0 (.Yyp) ------- Orient NY 11957 3 G o 1-3/4X9-1/2 ML IRD Lo 0 3/4X9 1/2 ML GIRDE� _01 *�,:W I*-*- _A:004-00.4�.:.,wow#"". 1— ................. .. ........ . .......... .............. X I oo (y) _0 0 < GARAGE 4"CONC.SLAB,REINFORCED w/PX6 10/10 WELDED WIRE FABRIC oo U Ln P OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR DRAIOAGE,1/8":12"(MIN).NOTCH 2" Ln 61-23/4" 61-311 61-311 61-311 7f-011 71-OYs" 7'-0" T-7 71-6Y811 DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE I bD INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. t LU 4- < 0 0 zo C: U ---------- E L ir -3/4X9-1/2 ML GIRDER' t __j3)1-3/4X9-1/2MLGIR�ER (3)1-3/4X9-1/2 ML G1R1 ER Ln > J3-)1 .......... __k.. 40.0-*- 4, jo-o-k-c 4 v.*.No a I.......................... ............ ........... ------- ............................. U ................................... ....... 4"STEEL COLUMN ------ ------ v COLUMN NEW HOME 0 1 u- v142yX42"X12"FTG L�CL� dLj�N 0 _w-44 13AR EACH WAY 2'X2'X1'FTG 3: c) < U ID (TYP) Ln co Ln 5L_ r, 5 (3) C) m L) 731 ti oo < ro oo < ....... ---------- ----------- ; : A. 77 T ----------- PROJECT TEAM: .......... ...... .......... . 7 77, ... ................... .......... .................. ............ ........ ........... Designer/Builder STOOP, 4"CONCRETE SAB,REINFORCED w/' 91-OY411 91-41f 11" 91-411 6X6 10/10WMM ALLFILLBENEATH, CONCRETE SLABS TO BE COMPACTED 0 LATIVE DE�NSITY ASTM TO 95%RE Ln D-689.COMPACTION TESTAS NECESSARIGAS CO , 22260 main road, orient ny 11957 631 323 8022 ---------------- ---------- c@rigasco.com 14'-6%" o 81-0" 14'-6%" --- ----------- 251-511 1 371-0Y21' 30'-9Y2" Engineer 931-311 Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 765 2954 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". S).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'4'O.C.AND W/I V-O"OF CORNERS, EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A RESIDENTIAL CODE WITH A BITUMINOUS COATING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO FOUNDATIONPLAN2).FOUNDATION TO HAVE 161X8"CONCRETE(2X4)KEYWAY IN FOOTING. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT J U L 2 2 2021 FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE : 1/4" V-0 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. Scale as Noted 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, WALLS. 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-[ JOISTS OR STEEL JOISTS).TJI FLAK JACKETTO BE USED IN PLACE OF STANDARD 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. 9).INSTALL SMOKE CO DETECTOR PER CODE. A� 0 A OF :P IC 0. 25 A S S\ Iff AS G 41, RIGAS DESIGN/BUILD 93'-2'/:" 3 ————— 3 -� ------- 3 -� --------; Joseph Fischetti, P.E. 25'-10i„ 20'-6Y" 46'-93/" 1 1 ' , 10 1 ' 1 9'-O"10 8'40%" 4'-3%" 10'-63/" 9-11Y 8-04 38'-9" ' PROFESSIONAL ENGINEER 1 1 1 ' ------------ ----------- ---------------------- 0045 --------- ------------------- ---------0(145 SIM.D.HUNG CX 145 SIM.:D.HUNG CX 145 SIM.D.HUNG WOH24210 WDHZ4230 WDH24210 ' 1 — 3-2x10 3-2x40 3-2x10 3-2X10 3-2X10 1 - 1 1 , , _ • PORCH E4 ° a ; O , p , 1 N l0 fV Z 1 1 lt m 1 N _ O D , FWG120611-4 SAAS = MASTER 1 _ 1 Od o ' T ---- - --- - BATH 3 1-3 4X11-7 8 MLW/(2y N o (2)1-3/4X11-7/8 ML W/5/8'STEEL FLUSH BEAM ( ) / / ;1'STEEL FLUSH BEAM ; MASTER SUITE ^� " 8/2/21 Ln o ^ / �] 20-il% 1 15'-l%" 11-0 0000 ; x ' to i0 N KITCHEN STOOP 0 Ilk ' 0 I 5 MIN.FIRE RATED DOOR x ' 2-1'/<" 1 UO • STEEL JAMB,SC HINGES n 1 � 3%" 3%" a �. 2'-6" 1 ' _ 3 3 1525 GreenwayEast ' N ID LIVING ROOM ' � 1 1 N O in b WIC WALK-IN N CLOSET ; 0 00 °,1° cc v - (3)1-3/4X11-7/8 ML w/(4)3/8'STEEL FLUSH BEAM - _ o Orient N Y 11957 --- ------------- Ln P ' - O O 00 4 ' O _ ' `------------------�---- .� t0 O O 10'-3/2„ m• MUDROOM LL o ; GARAGE .� 2'-r I 1 0 r "' N Cr N HALL L L= ;:z 00x ' N ' a--I • , 1 t2'-6- co 3'-9 '-5Y' �2'-0" 6'-2%" 11'-10" ; 15'-2'/" "22-0 3%" M 3%" `D3%" --------------- ------------------ p ; \ (2 9-1/2 ML HDR o , 3-0' -- --t3r7:3/4X1T-T/8 M Wt(2 1/2'STEEL FLUSH BEAM GUESTSUITE m _ NEW HOME ,12'-6• - , x 1 O ' U 00 `o HALF o m o� BATH • 1 '" LAUNDRY ROOMO0GUEST ---- ----- - DINING��11BATH ' o m (2S 8- -13'-`Y" ; ip 5'-6" 0 5'-6% m 32x10 3-2x10 1 3-2x1 3-2x10 , in n l , Ln 3-2x102) -3/4X9-1/2 ML 1' "-' ' "-' ; ( ; ; (2)1-3/4X9-1/2 ML O(145 SIM.D.HUNG IX 145 SIM.D.HUNG ; O(145 SIM.D.HUNG CX 145 SIM.D.HUNG ENTRY WDH2646 ' , ' 3-2X10 3-2x10 1'-0' -��ML . 1'-0' 3-2X10 3-2X10 ; in PROJECT TEAM: 1 , , Ini ' WDH2646 WDH2646 ' WDH2646 WDH2646 ' 3'-0" ' ' Designer/Builder 1 , , 1 , 1 , , , , 1 STOOP ; RIGAS CO 1 , , 4'-711/16" 5'-8" 5'j7Y4" 5'-83/16- 3'-9%s' 7'-11%" 10'-6%" 10'-5Y" 8'-0'/," T-Ma" 5'-5%" 9'-o" 2'-'" 9'-0" '-6' " 22260 main road, orient ny 11957 1 1 1 25'-ha" 37'-0%" 30'-9" 631 323 8022 ; -------------- ---------- ' c@rigasco.com 93'-2'/:" 1 , 1 1 1 1 , Engineer 1 1 , 1 , 1 1 1 Joseph Fischetti, P.E. C --------• 1725 Hobart Road, Southold NY 11971 3 --------- 3 .� --------• 3 631765 2954 1ST. F LO 0 R PLAN +' S 1)-USE 3/4'T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS +�, r,4 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, • !,,+ ,. { MANUFACTURE'S INSTRUCTIONS. vFRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. SCALE: 1/4" = 1'-0" 4A PER CODE. /Q' '^ " + e' 2)-PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. J ' � � t. 'i9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING a 1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. Scale as Noted 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 5 + r 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19,FLOOR:R30. ' C+*: r'.+� WATER RESISTIVE AIR BARRIER.OVERLAP 3"m1n.VERTICALLY, 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER AREAS. ALL BATHS_PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. AUt1 2021 A4 RIGAS DESIGN/BUILD 3 ----- ------- Joseph Fischetti, P.E. 1 1 1 1 1 / 1 1 1 PROFESSIONAL ENGINEER ' 1 37'-034" [7-0 PLT HT) 1 , 1 1 , 1 � 1 ' 5'-3Y" 6'-8" 6'-7%" 6'-7" 6'-8"' 5'-3" t 1 1 1 1 1 1 , 1 / , — — — — — — — — — — — — — — — — — — —1_ _ — — — — _ _ _ _ _ _ - --------- ------ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J _ — — — — — — — — — — — — — — — , _ II I CX14 CX14 CX14 I CX14 ; CX14 SIM.D.HUNG SIM.D.HUNG SIM.D.HUNG SIM.D.HUNG 1 SIM.D.HUNG I I I I 3-2x8 3-2x8 3-2x8 3-2x8 ; 3-2x8 i 8/2/21 ; { I I I I BATH ; ' II - - - - - - - - - - - I , - - - - - - - - - - - 15'-2Yz" 6'-0" ' f SLOPED 1 SLOPED 1 CEILING I , 11 ' CEILING ------- ---------------------------------- - ------- ------- ---------�------------- ' ; f 1 I 1 1 1 IC? L - - - - - - - - - - - - - - - ' - I I BEDROOM No.3 _ ' I 1525 Greenway East 1 L I I I LOFT a 1 I ' U 9 : 6'-3Y:" , Orient NY 11957 I II Iv o ! 1 I I ! I I I oo u Q g �o 3'4" oo L _ _ _ _ _ _ _ J L — _ _ — _ — _ — — _ �. — _ J O e" _. 1 t �_ l ''n __------ --------- N I 1 o � i-�n J L _ — — — — — — — — — - , Q 1 I 00 f ! I I I ! I I 3'h RAILING PER CODE ----------SLOPED-----------TM - - - - - - - - ----- ___ ________+ __==__l-------------SLOPED------ : I ! I I I I I I CEILING ; o OFFICE/DEN CEILING NEW HOME : o ' , C3 ' I I I I ! I Light/glazing required=11.84sf 1 I I I I __ ' ____ Light/glazing provided=12.42sf Ventilation required=5.92sf Ventilation provided=12A2sf ' — 1_ J L _ _ _ _ — J L _ 3-2x8 3-2x8 3-2x8 1 3-2x8 3-2x8 L — %I j — — — — — — — — — — — — — — — — - — — — — - — — — — — — — — — — _ L — — — — — — — — — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y' — — — — — — — — — — — — -- — — — J A31 A31 A31 ; A31 A31 1 1 1 i i 1 1 PROJECT TEAM: 1 01 1 1 1 , 1 1 , 1 - 6'T/B" 5'-115/" 5'41%- 5'-10" 5'-11%" 6' %8" ' -7Designer Builder 1 3T-034" 16-0 PLT HT] RIGAS CO 22260 main road orient ny 11957 1 1 1 f 631323 8022 c@rigasco.com IL 1 , , Engineer 1 1 1 1 1 1 1 1 ,a Joseph Fischettic ; , P.E. --------- ------- 1725 Hobart Road,Southotd NY 11971 3 � --------• 3 � 3 �1 631765 2954 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUFACTURE'S INSTRUCTIONS_ FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 2ND. FLOOR PLAN2).SEE FLOOR PLAN FOR PLATE HEIGHTS.CEILING AT 11'-0'. PER CODE. 1ALLOPENINGS TO HAVE SCALE: 1/4" V�O" 3).EXTERIOR WAILS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16'O.C. 8) APPUCAEBLE PROVIDE DEBRI-PROTECTION PANELS UPGRADES WHERE HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Scale a s Noted 4).EXTERIOR SHEATHING TO BE 1/2'THICK FIR CDX PLYWOOD. 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT, 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19,FLOOR:R30. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESfSTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AREAS. UNLESS OTHERWISE NOTED. 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 11-7/8 ML RIGAS RIDGE 12 ____--- 2X6 CT@48"OC ____ 6� DESIGN /BUILD 2X70 RR �760 C 2X8 CJ @ 16"OC m 12"OH (TYP) Joseph Fischetti, P. . PROFESSIONAL ENGINEER 0 T 3/4"SUBFLOOR 11-7/8 TJ1560 WOOD-1 FJ @16"OC (3)1-3/4X9-1/2 - • MLGIRDER b.4 b ►b •4. BUTTRESS BUTTRESS.•►.• 8"PC WALL a:b.: _ 5/4/21 DAMPPROOF • �e; O LALLYCOLUMN ►. eo b•yb• b•�b w .1ti I .Y.1 4"CONC.SLAB ;►e - - - - — - - — - - - - — - — - — - — - — - — — 16"X8"FTG '•p- (2)#4 CONTINUOUS BAR 2'X2'X1'FTG 11-7/8 ML RIDGE 12 2X6 CT 48"OC 12 ---- - CROSS SECTION A 1525 Greenway East ____ /l 6�@16°` �6 3 0 SCALE : 1/4" _ '- Orient NY 11957 1 " (3)11-7/8 ML w/ (2)3/8"STEEL 2X8 CJ @16"OC 2X8 C1 @16"OC 12"OH m (TYP) (2)1-3/4X18 5/8"TYPE-X FIRERATED SHEETROCK ML RIDGE NEW HOME ON WALLS AND CEILING TO CODE p 12 2X6 ACQSILL PLATE 12 _ 2X8 CJ @16"OC 8 TERMITE SHIELD — - - SILL SEAL 9 Off' 4"CONC.SLAB,REINFORCED w/10/10 6X6 WMM 8"PC WALL b OVER COMPACTED FILL(TYP) b - (TYP) r 9 PROJECT TEAM: c1 16"X8"FTG •-+ (2)#4 CONT BAR Designer/Builder CROSS SECTION C `D 12 ` 12 3 SCALE: 1/4" = 1'-0" 5 Zx1o��@16° zxloRR a6 RIGAS CO I I Lj 3/4"SUBFLOOR 11-7/8 TJ1560 @ 12"OC 11-7/8TJIS60 WOOD-IFJ@16"OC `=-- 22260 main road orient ny 11957 "� 2X8 C1 @16"O � (311-7/8ML w/ — - - 631 323 8022 (2)1/2"STEEL (3)1-3/4X11-7/8 ML w/(2)1"STEEL c@rigasco.com Engineer Joseph Fischetti, P.E. aoUUOU 1725 Hobart Road, Southold NY 11971 CONC.STOOP 3/4"SUBFLOOR (TYPICAL) 631 765 2954 — - - • •• 11-7/8 TJ1560 WOOD-1 FJ @16"OC COMPACTEDA Of — - - . : CLEAN FILL : b: 6"ACQ SILL PLATE 0• . 0° . �[ (3)9-1/2 ML (3)9-1/2 ML °[ Q5\S '':�'':,-'' b� b• GIRDER GIRDER TERMITE SHIELD CO 7» .. .. .. 1 SILL SEAL(TYP) °.[ LALLY LALLY •,[ 8"PC WALL p COLUMN COLUMN d DAMPPROOFs Scale as Noted .1 •1 e 4"CONC.SLAB e• •. • •. . •. . .. . .. A. . .. . .. ♦ .. y:•o ^.•d• 2'X2'Xl' ^•.d, — - - •° �� •`�••' CONC.FTG ' 16"X8' CONC.FTG 42"X42"X12"FTG (6)#4 BAR EW (2)#4 CONTINUOUS BAR CROSS SECTION B 3 SCALE : 1/4" = 1'-0" RIGAS , .. Gee t Software DESIGN /BUILD Compliance Certificate Project GREENWAY HOUSE Joseph Fisehetti, ice. E. Energy Code: 2018 IECC Location: Southold, New York PROFESSIONAL ENGINEER Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: :3,108 ft2 Glazing Area 12% Climate Zone: i3 (5572 HDD) Permit Date: Permit Number: 2" Construction Site: Owner/Agent: Designer/Contractor: " 2" GREENWAY I I ORIENT, NEW YORK 2" o OO OO 2" o ® 0 0 0 2.. No\\\\�\r\\y�\\\rr'�.\,� �> .,.>: <*<»c.<.f..r oma: : .�.....,a.. .".y\�p��o\ ��. �_ >v. \�\\� .�\ — RROPM1 \r.r r�r \r\r\O� ��\orr r \��\ mom r r 5/4/21 Compliance: 6.8% Better Than Code Maximum UA: 483 Your UA: 450 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. O ® © O O Envelope Assemblies FASTENER TYPE: SPACING: 7"7t• �Y v • 3.3v.N• 'f . yNo.8 WOOD SCREW fro� �^•!� f• Z s 'l9.' Ira .. R WITH 16"OC S➢'i.i ��..' :.jR I BASED ANCHOR `s f a• 2in. EMBEDMENT LENGTH co 9 co Ceiling 1: Flat Ceiling or Scissor Truss 1,128 30.0 0.0 0.035 39 No. 10 WOOD-SCREWS o 0 BASED ANCHOR WITH 16"OC Ceiling: Cathedral Ceiling 1,128 30.0 0.0 0.034 38 2in. EMBEDMENT LENGTH Wall: Wood Frame, 16" o.c. 1,960 19.0 0.0 0.060 100 1/4in.dia. LAGSCREW - --_-- -- 1525 Greenway East BASED ANCHOR WITH 16"OC ENTRY: Solid Door(under 50%glazing) 35 0.280 10 2in. EMBEDMENT LENGTH Orient NY 11957 SLDR DOOR: Glass Door(over 50% glazing) 81 0.300 24 SHGC: 0.28 o DHUNGS: Wood Frame 185 0.300 56 i SHEATHING SHGC: 0.30 3/4"APA PLYWOOD 1/2"APA RATED SHEATHING Wall 1: Wood Frame, 16" o.c. 994 19.0 0.0 0.060 54 GRADE PLYWOOD o o ® ® ® o (ALTERNATNNE:7/16"O.S.B.) CSMNT/AWNG: Wood Frame 90 0.290 26 SHGC: 0.31 O O 1/2"APA RATED SHEATHING Floor: All-Wood Joist/Truss 3,108 30.0 0.0 0.033 103 GRADE PLYWOOD 0 i (ALTERNATIVIVE:7/16"O.S.B.) Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheckVersion : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. o FASTENER TYPE: SPACING: 2X4 DF#2 No.8 STUDS Name -Title Signature Date BASED ANCHOR WITH 101,OC NEW HOME WINDOW SILL 2in. EMBEDMENT LENGTH TYPICAL WINDOW OPENING No. 10 WOOD SCREWS ° ® ° ° BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2in. EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia. LAGSCREW Project Title: GREENWAY HOUSE Report date: 05/02/21 BASED ANCHOR WITH 16"OC o OO Data filename: Page 1 of 1 2in. EMBEDMENT LENGTH 0 0 ® 0 TYPICAL DOOR OPENING 0 MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED No.s WOOD-SCREW PROJECT TEAM: AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALVINI ED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH No. 10 TYPICAL MULTIPLE OPENINGS BASED ANCOHORWI HS 91,Oc Designer/Builder PANEL SPAN GREATER THAN 6 FEET tin. EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC R I G AS CO THAN 8 FEET 2in.EMBEDMENT LENGTH 3 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1fl1/41 1 1/422260 main roa , orient ny 11957 6313238022 . AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING c@rigasco.com SHOER WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 11/4 3 2 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 3 CO I COVER GLAZED OPENINGS WITH All TACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Engineer 3 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION! FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL 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. 11/4 11/4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Joseph F i sc h etti R E. 11/4 1 1/4 1 1/2 1 1/4 111/4 11/2 11/4 11/4 11/2 11/4 W.C. W.C. WC SINK SINK 1725 Hobart Road, Southold NY 11971 LAS. LAS �� D.W. WM. 13" 631 765 2954 SHOWER SH ER F.A.I. 11/440 11/2 3 2 11/2 0 j.I r Y� 11/40 3 2 3 4111/4 011/4 cc) I C.O. C.O. I 3 2 I C.O. 3 3 I (� a � NF�.J`lee SLOPE" "PER FOOT PITCH TO DRAIN Scale as Noted TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER CRIPPLE STUD WALL STUD ° DESIGN /BUILD p .° BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL I \� HIG S RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Joseph Fischetti, P. E. 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR PROFESSIONAL ENGINEER 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL_ STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING BLOCKING WOOD JOIST FOUNDATION TOP PLATE - 5/4/21 ' - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS EACH RAFTER INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL - ,' , ON ALL OPENINGS KEEP ROOFING NAILS OUT 1525 Greenway East 2ND. FLOOR WALL OF FLASHING Orient NY 11957 ROOFING LAPS BASE ' FLASHING 4 INCHES ' RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALLWOOD JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC - AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD o NEW HOME AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. "1-1 2 / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS �, a CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN „N„HOP OVER RIDGE TO INSTALL 4'0" O.C. RAFTER l0 PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/& HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OFONFORM ROOF TO SLOPE TO ALLOW FOR SHRINKAGE./& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE A"ICHOR PLATES TO EACH STUD , DBL. SILL PLATE V, I TERMITE SHIELD — SUB FLOOR SILL GASKET �� ' + WOOD JOISTS PROJECT TEAM: I � TYP. CONC. FOUNDATION ^ ` CONC. SLAB GASKET ��.` ' 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL , , ` ry .` ° u s STEEL COLUMN 1/2 " DIA. BOLTS 48" ox. STAG. Designer/Builder A ° 4 I ° 4 �� D / CONC. SLAB ' p - - -__� ROOF JACK I 11\\� �.�, �� STEEL BEAM ° ^ o �.^ ANCHCR !3 OL.i EMBEDMENT. 1" x 4" x 8" STEEL RIGAS CO ° COMPACT FILL ° I'OURLD CONCP,ETE: 7" `� 4 / V ° . . ° ° o 'D ^ r LROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING 3 LOCK WALL: 15" 22260 main road, orient n 11957 � . �D d �� ° Q'� c• n Q CONC. FTG. p Q`p G D' FLASHING AT USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2" x 6' ANCHOR BOLT v , 1/2" GROUT 631 323 8022 4 ANCHOR BOLT CONNECTION (USF LBPS58 OR BP583) �` C@rigasco.com s 3" STEEL COLUMN 1 c n n _ , � REINFORCING BAR � FOUND 1-10�� 5/8° D!A. ANCHOR BOLT I I I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION1 STORY 72" oc ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Engineer WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL Joseph Fischetti, P.E. SLAB-ON-GRADE SUB FLOOR 1725 Hobart Road, Southold NY 11971 ' CONC. SLAB ( DOOR FRAME 631 765 2954 6X6 10/10 DOORGE I JOIST COMPACT FILLILL ' FOR B LOC KOUT USE 2X8 STEEL BEAM � ''Isc � yD 4" SLAB Q�. ' P.T. PLATE W/ 6X6 WMM M I SLOPE �' 4"DRIVEWAY -�. NOTCH JOIST AND ADJUST HEIGHT AT END AND �� o a °e a alr W 1/2' AIR SPACE < < ° ° (WITH A NAILING PLATE IF NEEDED) P<, ' d` �.p " ° °' ° . , TO BE APROX. 1/2" OR HIGHER THAN OA ES OF WOOD D` D ' D O ° ° STEEL BEAM PTO ALLOW FOR SHRINKAGE �! �� GRADE ° t-_n------«------ ° ° ° �• BEAMS - _ _ ° 4 ° a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) t. 6x6 W.W.M. - -Q- - a - a - ° ° II. II-III-11 II ° a ° ' _ Ic !o N� Scale as Noted 12 ° ° ESSto MIN. .e'D ° D ^ �Q', �Q'a � ° o NOTCH BEAM FOR MUDSII_L IF REQUIRED -- MAXIMUM - 4 n^ II�IIIIIII �p--SUB FLOOR •a GI0 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • D REINFORCING BAR " . �/-_,101ST DRAIN TILE .��sl �°° IL-I ° 4 \ ° IP v •° a° SHEET METAL / 30# FELT UNDER BEAM AT POINT TI L• 'n ° ° STEEL BEAM 12' OF CONTACT WITH CONCRETE OR CONC. BLOCK _iif-iii�ii-iii_T_iii_ 1IT o' a ° 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. n an SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE *16N, 4' EwK" AL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PIANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE RIGAS intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8 WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 DESIGN /BUILD construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE 10 EXTERIOR sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) ) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS WOOD 14 RAFTERS GREATER THAN 3:12 PITCH U180 ( ) NO FINISHED CEILING) OVER PARTITION WFCM -SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM -SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the FIRE ESCAPES 40 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360 Joseph i=iseh etti, P. E. 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift - -- NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 p WALL FRAMING: SLEEPING ROOMS 30 ( ) PROFESSIONAL ENGINEER 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete r LINTELS SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt -- - EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all _ _ 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 12. - ]6d CQMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manuf'acture's specifications and applicable codes. TYP p STUD , O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and --1 FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO I 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HHEADER I 16d COMMON 16" O.C. FACE ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 5/4/21 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR170M, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 - END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES oe 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE l concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOAD ( V Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 1525 Greenway East be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 Orient NY 11957 . g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with 8 3 - 16d COMMON @ @ 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE A BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER TO BEAM 3 - 8d COMMOPER TOE N JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 161 COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. N E V V HOME For framing members with <0.42<G<0.49, the nail spacing shall be reduced to b inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. � 4' EDGE ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 PROJECT TEAM: ( ) ) ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Designer/Builder and blocking where applicable. _ QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush bearns/headers to be installed with heavy duty galvinized hangers and PANELS 8dCOMMON WFCM - SBC ) g q pp connecting PLUMBING NOTES --. be used. RIGAS CO anchors where applicable to all connectin joists. -- - „- 7/16 OSB 3 O.C. EDGE 6d COMM 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD _ 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 22260 main road, orient ny 11957 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 631 323 8022 5d COOLERS on plans. WALLBOARD _� ; 10" O.0 . FIELD C@rlgaSCo.Com 7). Provide 2 - 1-3/4" thick microlarns ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. , 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOD S� . - - 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL. NAIL provide adequate bracing and sates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p QTY. SPACING C State code and manufactures reCOmmendatlOn for maXlmUm hole SIZe and SpaCing permitted -- - 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Engineer . where applicable unless otherwise noted. STRUCTURAL PANELS I 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS _fid C°'M��`� 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NOTES NYS Residential Code provided 1- cut o OCKING REQUIRED Joseph F i s c h e td P.E. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. ---- NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 1725 Hobart Road, Southold NY 11971 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 631 765 2954 ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. P g 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed �¢ - CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ using parallel rows of studs or staggered studs. SOIL COMPACTION: g P gg �� Q 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Q. rye � 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. A. �D adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ` r members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ttt q ) over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. p p DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' -`'t: 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ) ) p p g p g = ''�` �' 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. �a , -, �'`Y,,, Scale as Noted ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted - p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING suBFLooR,is COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP