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HomeMy WebLinkAbout49948-Z ��o`psuFF01kcpGy Town of Southold 10/4,/2024 C. P.O.Box 1179 o • 53095 Main Rd y owl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45629 Date: 10/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 495 N Sea Dr,Orient SCTM#: 473889 Sec/Block/Lot: 15.-6-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2023 pursuant to which Building Permit No. 49948 dated 10/25/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered entry and outdoor shower,to existing_single family dwelling as applied for per ZBA#7803,dated 7/20/2023. The certificate is issued to Morton JB&CD Living Trt i -of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R20-19-1051 11/19/2020 ELECTRICAL CERTIFICATE NO. 49948 10/3/2024 PLUMBERS CERTIFICATION DATED 8/6/2024 ad Pkcuch 0 V Aut riz i ature o�SUFF' Q TOWN OF SOUTHOLD BUILDING DEPARTMENT Co TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES i WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS, iUNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49948 Date: 10/25/2023 Permission is hereby granted to: Morton JB Living Trt 166 Power St Unit#5 Providence, RI 02906 To: Demolish a portion of the existing first story and the existing 520 sq.,ft. second story and construct alterations and additions to include a new second story and outdoor shower to an existing single-family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 495 N Sea Dr, Orient SCTM #473889 Sec/Block/Lot# 15.-6-3 Pursuant to application dated 9/22/2023 and approved by the Building Inspector. To expire on 4/2512025. Fees: DEMOLITION . $239.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,028.40 CERTIFICATE OF OCCUPANCY $50.00 Total: - $1,317.50 Building Inspector OF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 � � �o sean.devlin((i)_town.southold.ny.us OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Morton JB Living Trust Address: 495 N Sea Dr city:Orient st: NY zip: 11957 Building Permit#: 49948 Section: 15 Block: 6 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph Hot Water 30AX2 GFCI Recpt 5 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer Recpt rEl Emergency Strobe Heat Detectors Disconnect 3 Switches 43 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, (1) AC w/AH & (2) Minisplits, Towel Warmer, FloorHeat, 200A Panel 60 Circuit/ 56 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: October 4, 2024 495N.SeaHouseElectric - suF�Qt� 7mvn Hag Annex R �l �� OG�� Telephone(631)765-18 5437 Main Road � -a P.0.Sox 1179 CD Sournold,NY 11971-0959 Ql �►® ' BUILDING DEPARTMEN AUG 1 3 2024 TOWN OF SOUTHOL Building Department CERTIFICATION Town of Southold Pate: U 4 4-. Building Permit No. ? -/ 7 S>, o m Owner (Please print) Plumber. c'atd { ��u e .h (Please print) T certify that the solder used in the water supply system contains less than 2110 of I%lead'. (Plumbers Signature) Sworn to before me this ` day of - 2Ra Notary Public, ��Ti/ County SWAN A RraO Notary Pubric.State of NewYO* No.0'IR16183459 Qualified in Suffolk CountY Commission Fxpaes March 17.20rlT I . pF SOGlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yco 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rTo /�n4,5 DATE 30 .22 INSPECTOR oF souryO� TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '�-'0 LM CC DATE INSPECTOR OF SOGIyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. , courm,N 631-765-1802 INSPECTION XFNDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t Cc) DATE INSPECTOR ho��OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: r\ f vnqfl -- DATE DJI INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 ua�t INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I INSPECTOR a SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 qiiqs INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: 1�1�Clli 4WOW DATE y0 INSPECTOR ' q __ ho�a�E SOUryOlo c� /V yG - 7VV T W SOUTH LD :BUILDING DEPT. . 631-765-1802 INSPECTIO-N [ ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ - ]' FIRE SAFETY INSPECTION [ ]'FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4faL 40der DATE � INSPECTOR ho��OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 qoLomg INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: TP DATE 3 f INSPECTOR rAF SOUTyO� # # TOWN OF SOUTHOLD BUILDING. DEPT. coo 631-765-1802 INSPECTION ' ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ . ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION-[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:& V—W— jw-\ i6oTv l suvvw rq) awv o4 L04 ) DATE 0 INSPECTORX z 419&42- OF SOUTyOIo H g Ll q E5 L Gz r TOWN OF SO.UTHOLD BUILDING DEPT., y urmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `A ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O [ ] RENTAL RE RKS: `tuv o, rJ t A fA , 6ILCA�I.JMk r 1 �e'� (2 GQ J i D "Are a !'� 012raJe, V V DATE 01 INSPECTOR 't UE 50UTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. ' cou�►, 631-765-1802 Miq$- INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nc, mR-)rtv,,k �wvto a 11-0, �� 0 vJ DATE INSPECTOR*u rsf s0 —11q q 1� s H l s .TOWN OF SOUTHOLD BUILDING DEPT. o �0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL , REMARKS: ueel c D U 7' o eZA va /bot�-k " 0 u L49 a S1211 c J O lolZ-I /2,4/ DATE )0>1 INSPECTOR t �s. �•a , 1{ � f • f 'V k r(. r ' 1 • �� �� f :• :" "%- r f r i 1 y� S r 1 � yJ e 1 a :� ,� �� ��� �U�- :�. A ���� r� ..�►�' ` t _/ 4 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES 4 -'GREGSON H.PIGOTT,MD,MPH Commissioner August.21, 2020 4 D �15 o V L5 { � James Burleigh Morton& J S E P 2 6 2024 Carol Ann DeGraff Morton 495 North Sea Drive RUM DING DEFT. Orient, NY.11957 TOWN,OF SOUTHOIZ Re: New York State Environmental Facilities Septic Replacement Program Grant Contract No. 406-6422-4770-99-00105 Dear Grant Awardee, Enclosed for your, records is a fully executed NY State grant with the Suffolk County Department of Health Services. If you have any questions concerning this grant,please call the Office of Ecology at(631) 852- 5811. Cordially, Vey SmM& Denise Sordillo Contracts Examiner CONTRACTS UNIT 3500 Sunrise Highway,Ste.124,PO Box 9006,Great River,NY 11739-9006 (631)854-0006 1 Fax(631)854-0116 P-t.Promote.Pfoteat. -_l� COUNTY OR.SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES . Gregson H.Pigott,MD,MPH Commissioner July 21, 2020 James Burleigh Morton aka James B. ; Morton: II:& Carob.Ann DeGraff Morton aka Carol D.' Morton " Reclaim Our Water 49.5'North Sea: Drive .Orient, NY 11957 Dear.;Homeowner(s), Yoar� ,septic system project has been selected to receive a grant 'in the amount of;up�to $10,000 from the Septic System Replacement Program (the"Program). The.Program will provide the grant to you on a reimbursement basis. Accordingly, you are hitially responsible for the total"cost of your septic system project. However, you rnay'choose to have the reimbursement paid directly to your septic system contractor, which could reduce your out-of-pocket costs. To accept this grant, you must sign this award letter in the space provided below and return it to the County within 30 days of the date of this letter. Please retain a copy `for your records. After you accept your award, you should: 1) Design and complete your septic system project. DIVISION OF ENVIRONMENTAL QUALITY PnblicHe ith 360 Yaphank Avenue, Suite 213,Yaphank NY 11980(631)852-5750 Fax(631)852-5760 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner GLYNIS BERRY November 19 2020 tD - PO BOX 444 j ORIENT, NY 11957 {� SEP 2 6 2024 495 NORTH SEA DR, ORIENT DUlLDINGDEPT. R-20-1051 TOWN OF SOMOI Inspection Completion Report GLYNIS BERRY, The Office of Wastewater Management has performed an inspection of your site on 11/18/2020. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: CAROL ANN MORTON DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 (631)852-5700 1 Fax(631)852-5755 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C,Yaphank,New York 11080 (631)852-5700 OR HealthWWM(a-,)suffolkcountyny.gov CERTIFICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL Health Department Reference Number:R20-19-1051 Suffolk Tax Map# : Dist: 1000 Sect(s)015.00 Blk(s)06.00 Lot(s)003.000 Project Name:495 North Sea Drive, Orient, NY 11957 Applicants Name:Glynis Berry, Designer;for Carol Morton ITEMS BEING CERTIFIED (Check all that apply) { ] Sewer Lines and Sewage Collection System Components [ ] Retaining Walls(approved as part of the sewage disposal system) { J Sewage Pump Station/Valve Chamber { ] Subsurface Sewage Disposal System { J Sewage Treatment Plant [ ] Water Supply System [ ] Abandonment of Preexisting Sewage Disposal System and/or Water Supply [✓] Other I/A OWTS(Septi-Tech)with leaching pool As the Licensed Professional Engineer or Architect I, or qualified personnel under my direct supervision, have inspected the work specified above in accordance with the New York State Education Law, and (check one) [ ✓ ] I hereby certify that all material and work conforms to approved plans and permit conditions, and with guidelines issued pursuant to the Suffolk County Sanitary Code. (Attach any inspection or test reports required by the Department.) [ ] I hereby certify that all material and work conforms to approved plans and permit conditions, and with guidelines issued pursuant to the Suffolk County Sanitary Code, except as described in my attached addendum. (Also attach any inspection or test reports required by the Department.) Engineer's/Architect's signature: Print Name Glynis M. Berry,AIA Date: id Zef.-, Libense Number:021848 D AM Affix seal cc This certification shall not be used in lieu of inspections required by person ment. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-073 (02'/12) 0 CT 2 3 2023 Adam Volosik, Registered Architect 10/23/2023 Budding®epartment T®vjn of sautn®Ed 528 South Harbor Rd Town of Southold Building Department Southold, NY 54375 Route 25 P.O. Box 1179 (631) 806-257 Southold, NY 11971 avolosik@gmail.com RE: Morton Residence Building Permit Application 495 North Sea Dr Orient Dear Building Department, I'm writing to certify that that we are leaving the existing walls as shown on drawing A 1-1, as submitted with the building permit application. I'm also certifying that the construction is less than a substantial improvement as per the town definition of demolition. Please feel free to reach out to me to discuss this further(631) 806-2537. Sincerely, Adam Volosik, Registered Architect ,tEpED q� C.von cy��► �3P427 CF NEON A IELD INSPECTION REPORT DATE—F— COMMENTS FOUNDATION (IST) b ------------------------------------ e - FOUNDATION (2ND) f4ok ;-.f 111111 --vo-j _ Wio tjla ROUGH FRAMING & PLUMBING ------- INSULATION PER N. Y. STATE ENERGY CODE A -44- aaf- ovA FINAL ADDITIONAL COMME,N"fS c 14 jr.)C_ — 0 ;mu --q LA .................. —-------- V\� -------- ---- ----------- 7% p ,�o�SF�Kc�r'y TOWN OF SOUTHOLD—BUILDING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldt2mnny.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only { D PERMIT No. 1 1`i g Building Inspector: J- SEP 2 2 2023 1 � Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an D-UH DING DEPT. Owner's Authorization form(Page 2)shall be completed. 'T1f�f Date:9/20/2023 OWNER(S)OF PROPERTY: 11 Name:Morton JB Living Trust - 7scTM#1000-100.0-15-6-3 Project Address:495 North Sea Drive, Orient NY Phone#: (g08) 56877579 Email: cmorton165@gmaii.com Mailing Address:495 North Sea Drive, Orient NY 11957 CONTACT PERSON-- Name:Adam Volosik Mailing Address:528 South Harbor Rd. Southold NY 11971 Phone#:(631) 806-2537 Email:avolosik@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Adam Volosik Architect Mailing Address:528 South Harbor Rd. Southold NY 11971 Phone#:(631) 806-2537 Email:avolosik@gmail.com CONTRACTOR INFORMATION: Name:to be determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ■❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $480,000 Will the lot be re-graded? Dyes ■❑No Will excess fill be removed from premises?,11 Eyes ❑No 1 PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? El Yes ❑■ No IF YES, PROVIDE A COPY. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted B Adam Volosik pp y(print name): 0■Authorized Agent El Owner Signature of Applicant: !��!/'— Date: 9/20/2023 STATE OF NEW YORK) rSS: COUNTY OF 0 Adam A i ost cc— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ex .20_ �hataryublic JENNIFER M MUDD NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 MUti429M PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission EViresFebrua o7,20Q6) Carol Morton residing at 495 North Sea Drive, Orient NY 11957 I, do hereby authorize Adam Volosik to apply on my behalf to the Town of Southold Building Department for approval as described herein. Qfgl� 9/20/2023 Owner's Signature Date Carol Morton Print Owner's Name 2 Jt��S�FFOIK� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ? Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownn og_v Date Received APPLICATION FOR BUILDING PERMIT APPROVAL For Office Use Only oIS PERMIT NO. Building Inspector: ^w4 11 •2023 J i Applications and forms must be filled out in their entirety.Incomplete UUILDINGDEPT. applications will not be accepted. Where the Applicant is riot the ownei,an' 70MOFSO LD Owner's Authorization form(Page 2)shall be completed. Date:January 17, 2023 OWNER(S)OF PROPERTY: Name:James B. & Carol D. Morton sc-rM#1000-15.-6-3 Project Address:495 North.Sea_Drive, Orient, NY 11957 Phone#:g08-568-7579 TFMa'il burleigh.morton2@gmail.com Mailing Address:165 Power Street,, Unit 5, Providence,,Rl 02906 CONTACT PERSON: Name:James Burlei.gh„Morton Mailing Address:165 Power Street, Unit 5, Providence, RI.02906 _ Phone#:g08-568-7579 Emaikburleigh.morton2@9 Mail.corn DESIGN PROFESSIONAL INFORMATION: Name:Adam Volosik - Architect Mailing Address:528 South Harbor Road, Southold,,NY 11971 Phone#:631-806-2537 „ Email:avolosik@gmail,.com CONTRACTOR INFORMATION: Name:To Be Determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ®Addition ®Alteration []Repair ❑Demolition Estimated Cost of Project: ❑other $480,000 Will the lot be re-graded? ❑Yes 8No Will excess fill be removed from premises? BYes El No 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:re$Idential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ®'Check Box After Reading: The owner/contractor/de i ess'onal is responsible for all drainage and storm water issues es provided by, Chapter.236 of the Town`Code. APPUCATION.IS.HEREBY MAD �� it ifte A the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New Yor a ,pl ances or Regulations,for the construction of buildings,, additions,alterations or for removal or,demolition as,her ein described.The applicant agrees o 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 punishabie as a;Class`A inisdemeanor pursuant to Section 210.45 of the New York State Penal Law: Ja Bu lei h Morton Application Submitted By(print name): g ❑Authorized Agent BOwner Signature of Applicant:.k �.t c Date: STATE OF NEW YORK) SS: COUNTY OF SU-F-FO1 k ) 0 N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi ontract)above named, (S)he is the 0 W � (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I-Ith day of nUaw 20 23 Notary Public TRACEY L. DWYER U ,STATE OF PROPERTY OWNER AUTHORIZATION NOTARY PNO.i01DW 30 900 NEW (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY CON.-,\fI,3SION EXPIRES JUNE 30, � I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 27, 2023 TO: Morton JB Living Trt 165 Power St Unit#5 Providence, RI 02906Cutchogue,NY 11935 Please take notice that your application dated January 17, 2023: For permit to: construct additions and alterations to an existing single family dwelling at: Location of property: 495 North Sea Drive, Orient,NY County Tax Map No. 1000 - Section 15 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed new construction, on this nonconforming 24,903 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a front yard setback of 40 feet. The proposed construction will have a front yard setback of 39 feet- 1 1/4 inches. Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building-Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ��Ig S® 53095 Main Road^P.O. Box 1179 Patricia Acampora �® �� Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento coul ,� RECSouthol91V 1®71 http://southoldtownny.gov ZONING BOARD OF APPEALS J U L 2 4 2023 TOWN OF SOUTHOLD -4)zn�� Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 20,2023- ZBA FILE: #7803 NAME OF APPLICANT: Morton JB Living Trust PROPERTY LOCATION: 495 North Sea Drive, Orient, NY SCTM: 1000-15-6-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review tinder Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 24,904 square feet, .572-acre rectangular lot located in the R40 Zoning District measures 175 feet along North Sea Drive, then runs south 137.14 feet along a residentially developed lot to the east, then runs west, 175.31 feet along an undeveloped residential lot (owned by the applicant)and continues along a residentially developed lot before returning 147.47 feet along a third residentially developed lot back to the roadway. The parcel is developed with a one- and one-half story wood frame residence with attached screened porch,front and rear entry stoops,an outdoor shower,a one and one half story frame accessory building and a one and one-half story frame accessory garage, slate walkways, asphalt driveway, and a brick patio as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor, and dated June 3, 2020. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's March 27, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling;at 1)located less than the code required minimum front yard setback of 40 feet; located at: 495 North Sea Drive, Orient, NY. SCTM No. 1000-15-6-3. RELIEF REQUESTED: The applicant requests a variance for alterations and additions, including the partial demolition of an existing half-story, for the accommodation of a full second floor to an existing single-family residence with a front yard setback of 39.125 feet where the code requires such improvements to have a minimum front yard setback of 40 feet. ADDITIONAL INFORMATION: The applicant provided a site plan, demolition plan (first and second floors), proposed floor plan(basement, first and second floors)and elevations, labeled A-0.1,A-1.1,A-1.2,A-2.1,A-2.2,A- 2.3, A-3.1 and A-3.2 prepared by Adam Volosik, Architect, and dated April 12, 2023. Page 2,July 20,2023 47803,Morton JB Living Trust SCTM No. 1000-15-6-3 Improvements on the subject parcel are covered by the following Certificate of Occupancy: #Z-6022 dated July 29, 1974 covering a private one family dwelling #Z-38865 dated March 20, 2017 covering an accessory building as applied for #Z-38898 dated April 10, 2017 covering an unheated screen porch addition to residence #Z-39991 dated October 23, 2018 covering a garage altered to living space #Z-42105 dated June 21, 2021 covering an accessory garage with storage shed The subject parcel is located opposite a Town of Southold owned `sump' and the applicant owns the vacant building lot located immediately behind(to the south)the residence. Letters of support were received in advance of the public hearing relative to granting the relief requested. No additional members of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 6,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law U67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Orient-By-The-Sea neighborhood consists of residences built on smaller than code conforming lots, centered around a private Long Island Soundfront association beach. While there are several waterfront homes within the community, the vast majority of lots are upland parcels and developed with single-family homes built in the late 1960's through early 1980's, most-of which have been recently updated to reflect current needs and tastes. Several properties in the immediate area, including an adjacent home have received similar relief from the code,as many lots in the community are shallow and do not have the lot depth to allow for the current required setbacks. The reduced setback, will not be recognizable to the public at large, area residents or passersby. Furthermore, the lot opposite the subject parcel is owned by the Town of Southold and is in its natural state, undeveloped, and used as a drainage sump. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. As a result of the construction of the original house built in 1974 with the documented front yard setback of 39.125 feet, it is assumed that at the time of construction an error was made relative to the placement of the foundation (built ten inches too close to the street) which was only discovered as a result of the applicant's desire to apply for a building permit to add a full second floor; so, any addition to the structure will require Board relief. This determination is in keeping with the Walz decision, #5039 in 2001. 3. Town Law U67-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 2.5% relief from the code. Moreover, the house, as built, has existed in its present location and has contributed to the community character, without issue since construction in 1974. Furthermore, several other homes in the immediate community have received similar relief,based on Board knowledge,for less than code compliant front yard setbacks. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,July 20,2023 47803, Morton JB Living Trust SCTM No. 1000-15-6-3 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single-family residence, including a full second story, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Planamento,seconded by Member Weisman(Chairperson)„ and duly carried,to GRANT the variance as applied for, and shown on the site plan, demolition plan (first and second floors), proposed floor plan(basement, first and second floors) and elevations, labeled A-0.1, A-1.1, A-1.2, A-2.1, A-2.2, A-2.3, A-3.1 and A-3.2 prepared by Adam Volosik, Architect, and dated April 12, 2023. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision., or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S Page 4,July 20,2023 #7803,Morton JB Living Trust SCTM No. 1000-15-6-3 RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert(5-0). t 4TLesliees eisman, Chairperson Approved for filing �' / y� /2023 i �fat BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o _ Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 y4. - Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr(Dsoutholdtownny gov - seand(c-Dsoutholdtownny._ ov; i APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: tf=� G e- Electrician's Name: ,rL License No.: �Y k yi4 Elec. email: (:f,' 5 g, Elec. Phone No: S- °)6 g-IS S-"616, 01 request an email copy of Certificate of Compliance i Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Iti)D Address: N C)L DfL Cross Street: � 0 Ic—' ' Phone No.: BIdg.Permit#: email: 5300L,,t'-W Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �I at,��- �- �-er I ce Square Footage: ol 0'1 Circle All That Apply: Is job ready for inspection?: YES ® NO Rough In ❑ F'n 1 Do you need a Temp Certificate?: YES ❑ NO Issued O Temp Information: (All information required) Ph❑3 Ph Size: cDob A # Meters _ Old Meter# Service Size�1 [SNew.Service0 Fire ReconnectO Flood Reconnect �Service Reconnect[ Underground QOverhead # Underground LateraisF-Al 1 FJ2 D H Frame Pole Work done on Service? RY nN Additional Information: /V) �- PAYMENT DUE WITH APPLICATION Po�0�- 4-,; oo Y-e �1 PERMIT# Address: -Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ' ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �o�g1lFFot�c�°y BUILDING DEPARTMENT-Electrical Inspector H a TOWN OF SOUTHOLD Zo Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # I 2 Date l21 202,14 Customer Name Electrician Name +,S t ` Address 9 c br, 10?loinl Phone S1(0• ?4k. I e-mail e-mail /(044 1 0 ao C owl Phone License# 6 7 g M� Size, 2 A Phase i Overhead Underground V #of Meters a Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. & N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid 0 e date above. Authorized by (- i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - Town Hall Annex 54375 Main Road - PO Box 1179 o . Southold, New York 11971-0959 A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cb,southoldtownny.gov -- seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: Company Name: S —C_ GU1 Electrician's Name: License No.: S yu Elec. email: f G . Cam, Elec. Phone No: S71(g=1,Sj [.1 request an email copy of Certificate of Compliange Elec. Address.: e i JOB SITE INFORMATION (All Information Required) Name: Address: L-1 R <6- ;Z, u n-9-F ' Cross Street: �-j Phone No.: • �- Bldg.Permit#: z-�Gj q S' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): T—f VMS `? L �'!�7` �- �-e✓\1 ( C� Square Footage: o7 Circle All That Apply: 1 V2-7 Is job ready for inspection?: ❑ YES �NO —]Rough In ❑ F'n I Do you need a Temp Certificate?: YES ❑ NO Issued O i Temp Information: (All information required) Service Size Ph❑3 Ph Size: -,-D ob A # Meters _ Old Meter# _ [SNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[Underground❑Overhead # Underground Laterals �l1 2 H Frame Pole Work done on Service? SY N Additional Information: i PAYMENT DUE WITH APPLICATION po�� OC-) Y-e. C 1 t04-7 PERMIT# Address: Switches (i Outlets fi I � GFI's Surface Sconces I H H's �'`�e✓� f � � UC Lts Fridge H W'--72,0A)"21 POOL Fans t 1 Mini Fr. W/D Panel Exhaust f Oven Sump Heater Trnsfmr Smokes 1 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ' I Cooktop Minisplit '� 1 Blower AC I AH Hood Blower I Service Amps o2,� Have �,Q> Used L ►.f�'t'�r Sub Amps Have Used Comments �OL/66 JPtoILee to 11 DX p _a Suffolk County Department of Health ServicesQ ' Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 NoV 2� (631)'852'4700 OR`Healthyi"@suffolkcountyny.gov }• '`� •_, Z ZO CERTIFIC ION 4F SEWAGE DISPOSAL SYSTEM K Il it Jr . +f�.. w1.^•J. This certi6i iion•shatl�i6t 6e'used in"l eu o ins ectfoas required by personnel of the Departmentand.mev 6e�liplicn ed oo re,, p ,. ��C rc:,�w company letterhead;prpvided it contains the information below. Leave.blank anytaiteriis that" not;appl'icable to'tite iristallat... '-111_S :. Health Department Reference Number:111-20-1051 Suffolk Tax"Map#:Dist:l000 Sects):015.00 Blk(s):06.00 Lots)..003,000 Project Name or Address:495 N Sea Dr Orient,NY 11957 Applicant's Name: Carol Morton Date of System Installation: 11/17/2020 Y -r- Sketch below:,themeasurements;from building IIA OWTS TREATMENT UNIT corners to the areas=ravers/par#s'°b€:disposal system, Make and Model: SepiTech STAAR Model .5 Infiltrator or attach a separate sketch`pxeoared by installer: Rated Daily Treatment Capacity(gallons): 500 GPD Material: [] H2O 0 Concrete Pq Fiberglass/Plastic Tank SEPTIC TANK Volume(gallons): 1060 aMaterial: [] Concrete [X]Fiberglass/Plastic See.attnclied°sketch Shape: [] Rectangular [X] Cylindrical Top: [] Slab [] Traffic Slab []Dome " Name'of Tank Manufacturer:Infiltrator DISTRIBUTIONLEACHING POOLS(If applicable) Number of Pools: Diameter and Effective Depth: Top: [] Slab [] Traffic Slab []Dome Name of Precast Manufacturer: LEACHING POOLS/GALLEYS Total Number of Pools/Galleys: 1 Diameter/Dimensions and Effective Depth-- 8'x 12' Top: M Slab []Traffic Slab [] Dome [--,I N/A' Name of Precast Manufacturer: Coastal" OTHER LEACHING STRUCTURES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if.cover weight less than 60lbs.) [X] Yes []N/A I hereby certify that the subsurface sewage disposal system;'.described herein,has been installed by mein accordance with the approved plans and standards of the Suffolk County Departmie t of Health Setvi and any and all mechanicaUeleadcal components have been tested and are.operational. � q 'L> Installer's Signature: Date: jy e Installer's Name:David arren Company Name:Clear River Environmental Phone:631-467-5447 Company Address: 847 110`Street—Ronkonkoma,NY 11779 Consumer Affairs Liquid Waste License Number-and endorsement(s):44528LW THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078(04119) o E O T° ' vn p` 3 ED vent , Cp bR 2 ' Phone 631-467-5447 84711th reet Ronkonkoma, NY 11779 Fax 631-467-6621 ' Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HenithNVWM@suffolkeountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: R-20-1051 Suffolk Tax Map#:Dist: 1000 Sect(s)015.00 glk(s)06.00 Lots)003.000 Project Name or Address: 495 N Sea Dr Orient,NY 11957 Subdivision Name&Lot# Applicant Name:Carol Morton I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. If Liquid sewage was noted therein,was pumped dry by a licensed.sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items 42 and#3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backf ll and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of: First tank/pool 6' feet diameter 12' feet deep ()precast ( )block ( )other First overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block O other Company which pumped out sanitary system if different from certifying company: Name of Company: Address: Consumer Affairs License Number: r Contractor Signature: Print Name/Company: CleaFAlver Environmental phone 631467-5447 Address: 84711th Street-Ronkonkoma,NY 11779 Consumer Affairs License Number: 44628LW This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFI-CE USE ONLY OFFICE OF WASTEWATER MANAGEMENT I/A Registration#: 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 'g a a ,0S l (631)852-5700 OR HealdiWWM@suffolkcountyny.gov APPLICATION FOR INITIAL REGISTRATION,REGISTRATION RENEWAL,OR REGISTRATION TRANSFER OF AN INNOVATIVE AND ALTERNATIVE ONSTTE WASTEWATER TREATMENT SYSTEM(I/A OWTS) REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS—ALL SIGNATURES MUST BE ORIGINAL PLEASE INDICATE THE PURPOSE OF YOUR APPLICATION BELOW INI'T • �.iiE.GIS�RAT.IoN--_�::. - :�I�lu�wAL-oF:. ::�.;'' F GIS:T�T.IOIYe�' ii de 'e-He t:U` n' t th. 8J li .e ca sttu66oa.`'eittiit recce'. 'number: UG1 1• ;•.t15 'Fce f '<0-1 f Tax map#of VA System District Section Block Lot arcel location: 1000 015.00 106.00 1003.000 Physical Address of I/A System Parcel:495 North Sea Dr. Orient NY 11957 Name of Current Property Owner(s):Carol Morton MailingAddress:495 North SEa Dr. Orient NY 11957 Contact Info: Home: Email Address: Mobile: (631 ) cmorton 165@gmail.com I/A OWTS INFORMATION: Manufacturer: BsPUTech Model:sTAAR.5 OPERATION AND MAINTENANCE CONTRACT ATTACHED TO THIS APPLICATION: D YES NO* *If you have not enclosed a copy of a valid O&M Contract,please contact your O&M provider ^A^The property owner must notify the SCDHS within 30 days when there is a change in Maintenance Provider^^^ Has an effluent sample been taken and submitted to the Department since the previous registration renewal?(FOR REGISTRATION RENEWAL ONLY): YES n NO* W"Ng' contact our Operation&Maintenance rovider and have them submit current effluent sam tuts to the Department in accordance with standards. By signing,and submitting this registration document,I certify that I have read and understand all I/A OWTS provisions as indicated in sections 760-I905 and 760-1906 of the Suffolk County Sanitary Code,as well as any manufacturers guidance documents. I also understand my responsibilities as the I/A OWTS owner as they may relate to the proper functioning and maintenance of the system. "An se statement mad rejn is shabl as waTisdemeanor putsuant to S210.45 of New York State Penal Law." S' atur Cu ro Date: J/ /'7 �Pp a of aff Owne ): Iry-il 7- -F 4A t-r try\�� DEPARTMENT USE ONLY O'our request for I/A OWTS registration is acceptable,and your system has been registered until: IA This registration will expire 36 months from the approval date indicated below. ❑Your I/A OWTS registration form cannot be processed at this time. Please see the attached Notice of Incomplete Application. Signature of Department Representative Date 18 L,�o WWM-304(Rev.08/17) "SLtI!OLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE:ONLY I/A Re istration#• OFFICE OF WASTEWATER MANAGEMENT g 360 YAPHANK AVENUE,SUITE 2C,YAPH'ANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION FOR INITI4,L`REGISTRA110N,REGISTRATION RENEWAL,OR REGISTRATION "TRANSFER OF AN INNOVATI.VE�AND ALTERNATIVE ONSITE WASTEWATER.TREATMENT SYSTEM(I/A OWTS) REFER TO REVERSE:SIDE OF;'THIS'FORM FOR INSTRUCTIONS—ALL SIGNATURES MUST BE.ORIGINAL PLEASE INDICATE'THE:PURPOSE OF YOUR APPLICATION BELOW .. TNiTIALtEGISTRA 'IO1�: 't O>1 a,ne<Vl t Qn5tntcted I/A $tetiL aE a ! " { r K:ir'r ItEGIST)rtATI01:;>' :.` ':. PREIOt7S ,•,. t, +ee" •+:e'- r.s` :'a-' 1STR�1 O �..,ti ^:v..;. Y;.rr, ;i'x;� ,.r`:,tr'.;yi.: .,'i.,� :.C—" tik',,+.. '•'A`,n, ^,�.,,., ,f.,.xr,'t. .t,y'..^s,Y r,:v,...,' ;r. Nr S�: ",!9.. 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". z.%,,�'o.,'�.:1;,�»•,e,..:: ri'z�-f....n.,C'y ,y,. 1p ,.,�s.r_��.'` .:+,�: .ci'� �.,€:T",^tc,.,a,,„�.,,a..� :,.±.}fir���ct:fi ;�;.t..'.r...�.<. t' �3:'£.r.p,,4`„ ..,Yr„ -:1.'L[Y 41, i%.�`x vh.r.:a �rjp.V7�u,�•{ce lstrahoti�itumberia�,r's? :,MRs.v-�•:,,}. ,.,n.,r.,r.. ..h,Ra,:.�ky J,-c-.:,viv�fl�.s,r ,.,%. h{,cy�x°wst,', ,',r,_' Y,,,- '�,','-f,L^":.,�;�<^,xrx k ,,P< 4+^.—.=:^".z•�'="-+"'kC' +_..Q�t>,' dx"^n'i`�a�'r{i",.n x .i•.�', _,ie ry.� Tax man`#of•UA�Systefi-' : ` District Section Block Lot arcel`-"location:` ,.`' 1000 015.00 106.00 003.000 e :`Part 1:m e a:P s c 1•Ad r so llA S . .: ...:.... ... ....,. ..__, . . . ,. ,: , . :..4 � 5:N rt .Sea�;Dr::OrientjN, 1 ...5>. ..ti�a .,. - '>.O;wn r s' n:l i.. urr t .r am o C t it - '.,'ivrl,^' _Matlin �A.ddress. ,N h E Dr 'Orle t 1 9:5 g:'r 495- art .,5 a. 17 . .r.; x - 0 H - h. > Ema At7l "ddress Con `ct��'fo a k,. GS=. ( I/AOWTS INFORMATION: Manufacturer: septiTech Model:sTAAR.s :OPERATION AND MAINTENANCE CONTRACT ATTACHED TO THIS APPLICATION: YES NO* �^Ifyou have not enclosed a copy of a valid O&M Contract,please contact your O&M provider "AAA The property owner'must notify the SCDHS within 30 days when there is a change in Maintenance Provider^^^ an effluent sample been taken and'submitted to the Department since the previous registration renewal?"(FOR REGISTRATION RENEWAL ONLY): YES NO* Mf"NO" contact your Operation&Maintenance provider and have them submit current effluent sam le results to the.Department in accordance with standards. By;signing,and submitting this registration'document;I certify that I have read and understand all I/A OWTS provisions as indicated in.sections 760-1905 and 760-1906 of the Suffolk County Sanitary Code,as well as any manufacturers guidance documents. I also understand my responsibilities as the I/A.OWTS owner as>they may relate to the proper functioning and maintenance of the system. "Any fa a tatement m e boDin.is'pilifispable,as dem anor pursuant to S210.45 of New York State Penal,Law'71:' Sigiiat re: e o e r ' Date: Print Na e f Current ro Ow (s): 6 T DEPARTMENTUSE ONLY: F�. (��s�IT�our request for I/A OWTS registration is acceptable,and your,system has been registered un I This registration will expire.36 month'§1f6m the approval date mlocated;'below.::,,...- �Your.I/A'OWTS.registration.form cannot be processed;atthis time. Please see the attachedNot>ce of hicomplete" Application. a Z Y l Signature of Department Representative WWM-304(Rev. 08/17) VACANT VACANT SANITARY SYSTEM DESIGN: '�,, Y• , ,; ,: - VACANT RESIDENTIAL GROUND ELEVATION -23 _ #OF BEDROOM: 3 �° - ADVANCED TREATMENT UNIT: SEPT-TECH STAAR 0.5 IN 1060 INFILTRATOR TANK 20 F0 TOP SOIL '�'';:;``;; «,' ;rYy,.,•r.'.;'.'':';'' ,:, ', ° NORTH WITH 1060INFILTRATORSEPTICTANK 0.5' I/A OWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, SCDHS" EA J� IV RESIDENTIAL STANDARDS LOAM AND CLAY I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY •i.' , „, � ° ° EDGE LEACHING SYSTEM: 5.0' ' r ! , f' '' --_ _ _ S 83° 2�40" E d PA�EME r d . .o ° / REQUIRED: 300 SF 5 ° DESIGNED: 1 8' DIA 12' DEEP LEACHING POOL AS PER TABLE 4 FOR DEPTH TO x7°' ❑ a n ° O SAND&GRAVEL FOUND - _ '�° _ b d d GROUNDWATER> 1T j Il F .° O ° CAPPED -�- - x d v REPAIR EJ 0- �,....0 75.00' F DEN ENCE y� ►:' ;; r' ,� ? I ° PIP �F.3•S.El GENERAL CONDITIONS: E. 20.0 'i ' ❑ d _ 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH ❑ WELL ° a 7 TE T 21.L LL - _ -n i "12 2 " HO N 83°52'40" -� V- SERVICES' REGULATIONS, STANDARDS, AND REQUIREMENTS,AND SHALL BE STRICTLY IN LOCATION DIMIiNSIONS w N 85°57'40" w ACCORDANCE TO THE MANUFACTURERS INSTRUCTIONS. X20y' ro x2 °: d . N 126.34' 282.95' W TEST HOLE q g Q BY: ON SURVEY BY RODERICK VAN �j 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 3 TUYL, P.C., LICENSED LAND SURVEYOR 1. 19.4' 29.3' M I 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND _ - r' ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DATE: 6/26/1974 ,+ 2. 15.6' 35.2' FOUND ` DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK •k wooD �500 ❑ X THE SITE PLAN IS BASED ON A SURVEY OF 3, 13.6 41.4 STAKE ❑ WOOD LOT 88 MAP OF ORIENT-BY-THE SEA E--� 4. 14.5' 47.3' srooP s'� 21 3 COUNTY CODE§563-79(II) (J). THE DEPARTMENT OF LABOR LICENSING,AND CONSUMER HIGHEST EXPECTED GROUNDWATER co ONER'�� s 5 5 4' �' SECTION TWO, FILE NO 3444 FILED 10/26/1961 ELEVATION 0.5' ESTIMATE FROM USGS 5. 55.0 92.0, UNIT �(� , z 2s' 1z o' o a- I AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. ' C D SITUATE ORIENT POINT,TOWN OF rn GROUNDWATER CONDITIONS ON LONG D �� r 7 ISLAND, 2010 + 5 36.0' 14.3' �9 x 2°D �. M �� SOUTHOLD, SUFFOLK COUNTY, NEW YORK V 1 �� 3.s 1-1/2 STORY FRAME 2z.3 53 a' SCTM#1000-15-08-03 I �y 3. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. 1 HOUSE d , ° 2 % EXECUTED BY NATHAN TAFT CORWIN III, I-rT,-I 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND �o SLAB ON GRADE a ".d �2 LAND SURVEYOR NYS LIC. NO. 50467 I F�-I MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. Q pJ 592' X N _ .0 2Z °a DATED JUNE 3, 2020 �, n TEST HOLE DATA r >� 22� PROPANE TANK N Z 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK COUNTY NTS F.FL.21.51 a °d AREA 24,904 SF, 0.572 ACRES OUTSIDE SHOWER s2.1' Ua ° a DEPARTMENT OF HEALTH SERVICES). ELEVATIONS ARE REFERENCED TO N.A.V.D.�s 172?�M BACK C� �� 27 1988 DATUM SEPTI-TECH STAAR 0.5 W/ IN`=1LTROR TANKS L' 4 ° a 2D 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED �\ x ,�, O ❑ DO a ° x THE LONG ISLAND SOUND IS-550 FEET REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT;ACCESS TO ,+ 8' DIA., 12' DEEP LP _ ❑ scPEENED _ "s �' z FROM THE PARCEL,AS PER THE NATIONAL r DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT W r \ ___________ - _ ;:- „ ❑ PORCH I J o WETLANDS INVENTORY. r, SCDHS DEEMS NECESSARY. ( PANEL Fou 3 �� W wooD ) ; L'L'iD Q 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: 2"AIR INTAKE W/ STAKE _r.L, i .:z. ,. . �s x °ia' '�' - r-.: ,_ r_; ❑❑ x - I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF t, CARBON FILTER - z Lr,z a.z:rxr.:;`szr_r I c,.: ❑ s' a W ' O NINETEEN (19) MG/L OR LESS. Viz?z Z"r Z., S� ,, - Q 4.1' �, t Ar ,_._T z e wq ❑❑❑❑❑❑ -SLATE 20 - i (� 7_.r...r^TT.' y 1�L WALK F F r :r :ti: r sqN I POWER SUPPLY ' N L.18.88 :7, r-,�~u ° SEPTIC/TREATMENT CONSTRUCTION CRITERIA: CONNECTED TO DEDICATED ^ N ^ ,- ,TT a 22.3' 14.3' o STORY a_. G.FL.19.51 1. SEPTIC/TREATMENT 115 VOLD AC, SINGLE- O w N .z r:_.r' I ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST PHASE, 20 AMP CIRCUIT ' c0 WORKSHOP 1 y"-x. E&3 +ST 1-1/2 STORY AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). BREAKER ON STUDIO PANEL O SLAB ON GRADE o.o' v F � FRAME II. NON-CONCRETE PREFABRICATED SEPTIC TANK& I/A OWTS SHALL CONFORM TO THE ABBREVIATIONS. ' AND 15 AMP CIRCUIT T� i ' N � s (inside) BREAKER FOR CONTROLS; ��. 3T 2, 9 N N x INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS"AMERICAN _p v M I NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS ANSI Z1000-2007 AND ANY & AND LP LEACHING POOL :1. '. ,t•; o CONDITIONE ^ L FUTURE 50% LP i 5 MIN,. �� P.._ e? x!'� v GARAGE - UPDATES THERETO. @ AT MAX. MAXIMUM r EXPANSION a UNIT �� SLAB ON GRAD O III. EACH SEPTIC TANK& I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND B.C. BOTTOM OF CURB MIN. MINIMUM :i,'•';':a; 18 7r WATER tiT BW BOTTOM OF WALL N.T.S. NOT TO SCALE VALVE : ' s E cEssPooL DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF APPROX. LOCATION OF 5 �� _ �s�• s'. g M/ ex ",,.� L T o THE TANK: CONC. CONCRETE PROP. PROPOSED ;'GRAYWATER LP AS PER OWNER UTILITY _Z- N o _ 22.3' ° IC (0 1. MANUFACTURER NAME OR LOGO C.O. CLEAN OUT REQ. REQUIRED ° ;NO SANITARY IN STRUCTU�E.;TAKE N OVERHEAD METER 0 C:) DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF S 7T � WIRES UTILITY Z 52. CAPACITY AND NUMBER OF OPENINGS - _ POLE N t (/� E or ELEC. ELECTRIC HEALTH SERVICES T�- - - - 3. MAXIMUM DESIGN LOAD - a` 0 9 w 4. THE DATE MANUFACTURED. ELEV. or EL. ELEVATION ST SEPTIC TANK ad , Aa - FENCE STOCKADE G GAS T.O. TOP OF t N 87°15'30" W x 17.5 IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE LOCKING, '� STAKE -- - - TAMPER-RESISTANT, WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF, AND BE HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB DEER FouND _ I APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL � 175.31 _ WITHSTANDING A TRUCK WHEEL LOAD (36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. WASTEWATER TREATMENT SYSTEM W WATER GATE __ VERTICAL DEFLECTION OF 1.5 1N. INV. INVERT W/ WITH LG LEACHING GALLEY FENCE V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE LOCKING, WATERTIGHT, INSECT- a ' i. OwELUNc � PROOF, AND BE APPROVED FOR SEWERAGE USE. 94 o CESSPOOL WELL o'vER so' I / o VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE VACANT 0 10 20 30 40 0 SHALL BE PROVIDED. ,. co C) 2. SEPTIC TANK& I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND I/A OWTS LAYOUT DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. « 111 = 201-011 A. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. _. .. I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF SUFFOLK10%OR LESS. T DEPARTMENT ALTOSERVICES II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION APPROVALO • ,. • I FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND CONSTRUCTED LET STAND FOR 10 HOURS. APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. IFAMILY VENT TERMINATION B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, VENT PIPES SHALL EXTEND A SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH MINIMUM OF 6 INCHES ABOVE THE A STAINLESS STEEL RETRACTABLE CLAMP. ROOF LINE AND THE TOP OF THE VENT Date 12/5/20 R-20-1051 3. THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12 INCHES TO THE TO THE BOTTOM OF THE TANK COVER. SLOPED PORTION OF THE ROOF. 4. ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN Thesewage disposal and Water supply facilities t this location have been POWER SUPPLY CONNECTED TO ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN inspected and/or certified by this Department or other agendPes and found t DEDICATED 115 VOLT AC, SINGLE-PHASE, COMPLIANCE WITH 5-111 AND 5-1146-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL 20 AMP CIRCUIT BREAKER ON STUDIO OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: t0 be satisfactory FOR A NAAXTU F 4 B E D R 0 011"A . + i PANEL AND 15 AMP CIRCUIT BREAKER FOR 2"AIR INTAKE W/CARBON FILTER A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES CONTROL TRANSFER SWITCH FOR B. WHERE EXTENSIONS ARE REQUIRED, THEY SHALL BE WATERTIGHT GENERATOR CONNECTION C. SEPTIC TANK& I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE 4'WASTE 4"WASTE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN"ENTRANCE -,,,.Ma, CAST IRON WITHIN 2' FROM CLASS 2400 OR SDR 35, INTO TANK MAY BE FATAL" CRAIG Rm PE., CHIEF HOUSE i i FOUNDATION WALL, CONTINUED TO 1/4" PER 12"SLOPE MIN. SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS € Wastewater management CONTROL PANEL CLASS 2400 OR SDR 35, (OR SDR40) 1. ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE 114" PER 12"SLOPE MIN. 24.0"ACCESS PORT WITH 2" PRESSURIZED TRANSIT IMPLEMENTED. LOCKING LID W/ 12"RISER(6" PIPE SCH 40 TO"T' IN LP 2. THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH A MIN., MAX.), 1 SHORTER, TYP. EL: 21.51' INSTALL SECONDARY SAFETY MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH •+.'. � i DEVICE, TYP. BOTH TANKS THICK(OR MANUFACTURER'S RECOMMENDATION) BED OF PROPERLY LEVELED AND EL. 20"+/- EL. 20"+/- COMPACTED SAND(FREE FROM ROCKS) OR PEA GRAVEL. BACKFILL SHALL BE PLACED NSF FILTER IN "T: EL. 18.3' AROUND THE SEPTIC TANK& I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND C.O. _ N _ COMPACTED IN 6 INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES, STUMPS, AND '---------------- ----- --------- - ------�- - -- -- ----- ----- -- - No. Description Date PROJECT: 71 ` corvsTRucrloN DEBRIS. Innovative and Alternative Onsite p T 3. THE TOP OF THE SEPTIC TANK& I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO Wastewater Treatment System (I/A AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK& I/A OWTS) North Sea Drive OWTS WITH DOMES, THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO 4" PVC j " AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. studio ab architects IteCtS II �� ' _��. ._�_�.��:���•�=�.. IN� � _�_�� __ �LL�_ ____ �.�� y.�_�___._�� � � � 127"� I i 651 West Main Street, �4�D NY 11901 GENERALNOTE 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: Riverhead, 6315912402 LEACHING -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. 631 323 1426 �► POOL N -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. glynis@studioabarchitects.com �c �`, _ 6"MIN. PEA GRAVEL OR SAND Y Y -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. :- z io 0o Q z I I t` +I ',,';,�;.• w v COMPACTED BED rn Q o Q v -ANY UNDERGROUND UTILITIES, , C ro co INFRASTRUCTURES AND/OR STRUCTURES mailing address: % -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION ' -; J J LL � 7 17 17 0 U_ � PO Box 444 + '. •'F. W 0 W O W 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Orient NY 11957 'y W W � I I 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS z z m W _- z m W z ) EXIST. r AS-BUILT z 'HIGHEST EXPECTED HIGHEST EXPECTED Owner. r'." - GROUNDWATER LEVEL EL. 0.5' Z M Carol Ann Morton I/A OWTS Layout :6Rb'UNDWATER LEVEL EL. 0.5 C� �/ „I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project-_ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - r �- W o j 2012 0 5 10 20 z 0 � Date Q W � � 11/20/2020 N O Drawn by GB ti_ ,'•,;L'`.', ; } Property Tax Map#: Checkedo by N 1000-015.00-06.00-003.000 HA o SECTION DIAGRAM C.O i`• site street address: N 495 North Sea Drive Orient, NY 11957 Scale As indicated Low evel Float wl c (White) Control Power - High evel Float 11 wl c (Yellow) 1E Arno Disc arge Pump NOTE:SEE PLAN FOR ALTERED CONFIGURATION P eed Control Panel (Clear) SIDE ENTRY OF SEPTIC TANK P mp Retur Pump _ 1-1/2" PUMP BACK 0 V (Black) ' 20 mp SINGLE LINE DIAGRAM Recir ulate Pump STAAR 0.5_0.75_1.0 (Red) 115 VOLT NOTES: ® ® ® ® ® ® ® ® ® ® ® mil@ ® 1)All Wiring to the tank should be minimum #14 AWG THHN or TFFN unless otherwise noted. ,..�;. ._.._._... ............_ ....._......._ .___............. .__.._._.._._ ...._ ,e 24 VDC y-�—2 eucra IH • • • • • Co tro ne I I • e • a � o 0 0 O O O O ,1 0 0 0 •' ot 4"GRAVITY 1 INLET PIPE �• •� �• .� �• .� I I, m �� H FROM HOME sm ... GRAVITY `'';<_.,,,, ' '_ ''''ice 115 VOLT VERSION - ry , 0 - ..I 4x4x1 5 TEE "J- ;;4� PROVIDED BY j i ,ienm -I — `' SEPTITECH 115 VAC „m iI ,•',l ' �y 127" ENTER THIS SIDE p BARKER TERM NAI CONDUIT SEPTITECH) INTO RISER wa' F { AIR INTAKE SNORKEL 1" ELECT CO 2 AIR INTAKE W/CARBON FILTER " w+ a"', ' r'�,;' ,',+':'r:; '''•''' - User Supp ied Power (PROVIDED BY SEPT N INTO RISER - = — itl,�.',•I, Power minim .. ,+•".If�'�',^' I"' "' '.''•}"'I # ANC THHN or TrN unless otherwise noted. 1` A • I I OT 1�15'VA PO 5 VmD 14Af P mn Pnwer� Ds r +•, l�i '" .,i 115 VAo P ❑ 115 VAC® eA— 'i" , „1'•„•", �,,, 1,.1"r ,� I, 15 4m I15 VAC p 230 VAC O Amq W/Neul.a USE SIDE ENTRY FOR THIS E Swiriny to me conk eho„Id be A PROJECT, SEE PLAN 00 A— n,'�'�I+ � ,,• ; SEPTITECH CONTROL r,l"..',`+^1i �` 'r,7,•, Y No- .. ❑ H,oter PANEL Power reed ❑ A..-D,oer .. � „' :-':• ❑ U4oao el Slerl zal on •�f—��F%=�' 1o,i:.,.1 ❑ uoeem � I NSTALL STAAR 0.5 0 75 1 0 24.0"ACCESS PORT WITH LOCKING LID „5°OLT STAAR - - ?;"r',Y' it'' ','' ',rri, 12" RISER(6" MIN., 30" MAX.) INSTALL SECONDARY SAFETY DEVICE, TYP. ,,;•:',,,, i" ,� ��� ', 4LSeptiTech STAAR Electrcal Diagrams NSF ZABEL A1800 FILTER IN "T" .rig, :li,•, ' ' p , ._—....._ _.—_ _....._..__ .........____ ....._.... _..__ _...__.._ ___._..._- _.._.___ _ ._._. I.. - - .................. - - - I --! I - ! -- - - =III --� --- - III - I _ , n(J INLET A77 REDUCE 2" EXIT 4°SC 40 socKeT - -- - ASSEMBLY TO 1.5" PRESSURIZED ,:a1y,!I^; ',:;..., S0,KrTACcrP1S FILTER S1"r1TCR a.as M PART NO30l4ES .._.._.._.._ 1 CONTINUOUS TRANSIT LINE AFTER EXIT (aE ' ELASTOMERIC UNPJFRSAL CUP 5.aa PREVFNTS FLOATING IN �...... GASKET '= [1A.7cI„] s'25 _ A(1.FILTERTEES " 477 co ®a w FNJ TVY"5T t.OGK. �=wN va: 'I OPOF FIL TER OPTIO PO-L"LOK HANDLE ].WA,TER..11NE,.. 14.75m 4"SDR 5&SCND 40 -, ex ENSION r;- I j SOCKET i 1 AR NO A &0 H K I { .- > c 4 SDr,355t0 .G. 1 n11 k • .'. :• ..... .•'.... .. .• ems.:=�:®e::.:::�:V: ..:'.:.:' i fr-m 2-COMP PRIMARY SEPTIC TANK SEPTITECH STAAR .50 PROCESSOR j z1,954,47 IEE SIZED IN ACCORDANCE WITH LOCAL CODES 6" MIN. PEA GRAVEL O SAND ,,_ ; [557°m] [ c PART VERSNOGL�S-VT :_.. (PROVIDED BY SEPTITECH AS OPTION) COMP CTED BED " s.ts W,. m: POLYLOK-ZABF.! [ ] [ .8C ] [ '127^ 2a"+/- --.�,_ �`_._..�•_:.,_ 1640 20 m '.A^�iX19 FII IER CARTR(OGE 40 .cm MATE RIAL-POLYPROPYLENE' i - COLOR-GRE1' FILTER SIZE-&a FT.OF 1116"SLOT ' RECIRC PUMP: TSURUMI OM3 W/ 2 7/16"VENTURI, PHASE 1-115V/0.2 HP, tzasehlE:TEnsGF.lsacMSl :-,.,... SEPTITECH STAAR .50 PROCESSOR O _.-:.._...._... +1..: r::::::: FELTERArIEA-1�esa.IN.t 12s.1as .cM 3.2A/5.1A FULL/BREAKER 8AROW R SEAL IN INFILTRATOR IM-1060 SEPTIC/PUMP TANK PART NO,36TA£c _..._ ._....._.._............._t_.._....._...__,.,, AS6E1 t.EDTF..E6 P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP, 2.9A/7.2A FULL/BREAKER 8A k WORKING CAPACITY 1094 GAL PART NO GDS•Vf-B35(SDR35) ' DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP, 2.9A/7.2A FULL/BREAKER 8A GDS-VT-B40(SCHD 40) TOTAL CAPACITY 1287 GAL 127"L X 62.2"W X 54.7"H ;_. WEIGHT 320 LBS NSF RATED FILTER: ZABEL A1800 IN CONSTRUCTED"T" ;h SeptiTech STAAR 0.5 W/ INFILTRATOR `� 1 TANKS 5� NSF FILTER DETAILS NTS a ,I BACKFILL MATERIAL TO BE CLEAN SAND AND CONCRETE COVER GRAVEL IMPERVIOUS INLET ® ®o 2" PRESSURIZED ® ®� SOIL t,i... ;a.:; 1','' r';".• PIPE TO"T" ® ® — CONTROLPANEL 20" MIN. ® ®� ® ® WITH MAIN SERVICE DISCONNECT — '';•t':' ® ® ® 3'-0"MIN. ON PEDESTAL ® ® PROJECT: No. Description Date Innovative and Alternative Onsite cli ® K10 COLLAR - - — MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED o P 5/4 X 6 CEDAR Wastewater Treatment S Q ®D ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP System (I/A i o ® ® i,p DECKING ® ® �°� W OWTS) North Sea Drive SERVICE RECEPTACLE studio a/b architects — 6' MIN.® ® ®� IN. o '. ® ®�I LEACHING ® ® PENETRATION w w 651 West Main Street, ��13 AP SECTIONS ® ®13 a m INTO A VIRGIN O Riverhead, NY 11901 STRATA OF Q E j 631 5912402 ® IM SAND AND > SEWER PIPE -� LE SIDED _ 1 32 1426 GRAVEL 45 DEG glynis@studioabarchitects.com X o>o o a ELBOWS � � -::_.::::._... --..._.....i LASCO D448-040 DOUBLE WYE g'_ "-I L......... � — ION IS ELBOW 60 DEG WYE Q :1 0 b IF MIN PENETRATION 30 DEG E ORE mailing address: + - - — - - - NOT AVAILABLE, 24" ACO POSTS PO Box Y 1 M EXCAVATE AND 24"SUBMERGED TO SOIL, Orient NY 11957 — REPLACE SOIL W/ HIGHEST RECORDED HIGH CLEAN SAND AND GROUNDWATER GRAVEL, ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2:FOR USE WITH ELEVATION TO REACH TO SP OR BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION UNDERGROUND LINES AS-BUILT SW SOIL, WHICH DEPTH W/DOUBLE SIDED SWEEP 24" MIN. BELOW GRADE IS MORE THAN 6' CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC owner: CONTROL PANEL INSTALLATION Carol Ann Morton I/A OWTS Details 2 TYPICAL LEACHING POOL DETAILS n - 11 DETAILS n DIAGRAM Project number 1/2 - 1 0 N.T.S. i 2012 Date 11/20/2020 0 Drawn by HA 00 Property Tax Map#: Checked by GB o_ 1000-015.00-06.00-003.000 0 C.02 CV site street address: 495 North Sea Drive Q Orient, NY 11957 Scale As indicated 28 South Harbor Rd. outhold,NY 11971 631,806.2537 APR 2 0 2023 4Zi)�lGBOARD OF APPEALS NORTH SEA DRIVE a v d d Q Q O Q O a O d d d ad .a d vd d, vQ '°. O 'd d d v v dd .d A C A4 ° d ❑ d v e v '40" E ❑ 175.00' S 83052 ❑ A ' Per Natha(❑orwin Survey Dated June-rd,20 0 d El (o ❑ o d E-,-� a) W ElQ�m ]� `" REMOVE EXIST. BAY 8.2 SQ.F.T. ° SETE ACK RELIEF REQUESTED PROPOSED PORCH ° 7.1 Q. F.T ❑ d ' a, PRINCIPAL SETBACK -- d d d Qd. I I I PROPOSED 2 STORY EXISTING Q ° . ° d SECOND FLOOR I UNALTERED ! d _ a 20.0' 15.0' I ADDITION d ° I 2 ZBA SUBMISSION 12 APRIL 2023 v 1 BUILDING DEPARTMENT 12 DECEMBER 2022 PROPOSED 1 STORY , �.� I NO. ISSUANCE DATE ADDITION ]�> I RELEASES 0 Ci EXISTING ❑ SEAL: ❑ UNALTERED ❑ PROPOSED 1 STORY j ❑ "` ''° OO ADDITION I �vAED A C.IVO El 40 0 ❑ U °oo❑❑o° K: <Joo o �OF NE�� EXISTING EXISTING UNALTERED UNALTERED 0 W N o ti O O N o O O O --- ---------- -- �, ---------- _ __----- _-- -, - _ -- - -- 1 0 63011 PROJECT: Morton Residence x Orient, NY SQUARE FOOTAGE RELIEF CALCULATIONS DRAWING NAME: FIRST FLOOR 7.1 S.F. SITE PLAN SECOND FLOOR 23.2 S.F. TOTAL 30.3 S.F. F �Qv►o`w�d aon,'z�s NzRA Pne t COVERAGE CALCULATIONS DRAWING NUMBER: DRAWN BY: SET: LOT AREA 24,903 S.F. 20% MAX 4,980 S.F. CHECKED BY: PROPOSED 3,725 S.F. SCALE: 1/16 1-0 SHEET: r PROJECT No 22-01 O 1 28 South Harbor Rd. outhold,NY 11971 :631.806.2537 RECEIVED � APR 20 ?" ZONING BOARD OF APPEALS REMOVE BAY WINDOWS REMOVE DOOR 71 3 EXISTING UNALTERED REMOVE DOOR 2 ZBA SUBMISSION 12 APRIL 2023 REMOVE DOOR 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES REMOVE ALL SEAL: CABINETRY e e. ,�ERED AA Oo EMOVE AL'LUMBIN \5 C XTURESG 324Z NEW } TO BE DEMOLISHED PROJECT: Morton Residence Orient, NY DRAWING NAME: FIRST FLOOR DEMOLITION PLAN Bldg Dept copy from ZBA Final reviGaed down-Ianti ZBA Pile "o" bv, Date: / / DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: / SCALE: 1/411=11-Olt SHEET: PROJECT No 22-01 1 1 28 South Harbor Rd. outhold,NY 11971 631.806.2537 I3ol� IFAPR 2 0 2023 ZDIVMG BOARD OFAPAgAL-g REMOVE ROOF dd} . REMOVE TOILET&TUB REMOVE ROOFR";: SALVAGE SINK FOR RE-USE REMOVE STAIRS 2 ZBA SUBMISSION 12APRIL2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES w- SEAL: kED qA REMOVE ROOF \5 to EXISTING UNALTERED * r N g�. 7 r �'��� Q�2427 �Q� OF NEW� REMOVE WINDOWS REMOVE WINDOWS ::`p$` TO BE DEMOLISHED PROJECT: Morton Residence Bldg OePt copy frpm 28A Final revio►v�d documents Zaa Pile;r �30 Orient, NY pace` DRAWING NAME: SECOND FLOOR DEMOLITION PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-011 SHEET: PROJECT No 22-01 102 28 South Harbor Rd. outhold,NY 11971 631.806.2537 ISo-9 RECEIVED APR 2 0 2023 ZONMG BOARD OFAPPEftS 18'-4 1/2" 8'-41/2" r- - - - - - - - - - - I ' — — — — — — — j 00 I � I rn I 3'-0" I I 4"X4"STEEL COL. r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % . �. � � - - - .. - - - - - - - - - - - - - - - - - - - - "' I D I N I A I — * I1�1 L f' / I BEAM LINE OF EXISTING I /i 1 i I FOOTPRINT I I POCKET L NE OF I FOUNgATION 1 TOP OF FOUND.WALL WALL ELEV: I I I I x ' 3'-0' II 3'-0 ❑I 4"X4"STEEL — I ' 3 I TOP OF SHELF I 4"X4"STEEL I / I COL. ELEV: I I I COL. h 1 BEAM r POCKET 2 ZBA SUBMISSION 12 APRIL 2023 a£ w0 ,',� _ _ _ -- _ I_ _ �_ _ o _ EXISTING SLAB ON GRADE 1 BUILDING DEPARTMENT 12 DECEMBER 2022 1 I L — I— J I ❑ J I I L — — N0. ISSUANCE DATE ^11 ..: O I II // f RELEASES . I 12' 1 1/2" 1I -1 hl2" SEAL: FULL HGT. I 1 CRAWL SPACE ,. DN BASEMENT I 14' P.C. SLAB ON GRADE i 1 I 4" P.C. SLAB ON GRADE 1 1 W/10110 6"X6"WWM i CUT EXISTING 1 W/10/10 6"X6"WWM I I 11 ' WALL DOI�/N Q' Q S' I I I I I /As REQ'D * ln+ - - - - - - -- - - - - - - - -- — — — — — —j I �- - - - - - - - - L - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - --- - - - - — �'9�F o32421 �Q`F NEW' I I N I I PROPOSED SLAB ON GRADE N I I I M L - - - - - -- - - - - - - - - - - J <;. 77 - -�_�•::_- - - - - - - - - - - - - - - - - - - - - - - - - PROJECT: Morton Residence Bldg Dept copy from ZBA Final reviewed doc meets a. Orient, NY ZBA Date Pile#.7�� NEW CONSTRUCTION F� v (2) 1 4"X 9 2" LVUS - MIN. HEADER DRAWING NAME: ° 5' '°' z°' BASMENT PLAN N DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/411=1'-0't SHEET: y PROJECT No 22-01 2 * 1 28 South Harbor Rd. Southold,NY 11971 631.806.2537 6'-0' 4'-8" 18'-4 1/2" 01 8'-4 1/2" SETBACK RELIEF REQUESTED 7.1 SQ. F.T PROPOSED o PORCH �^ PRIMARY SETBACK L'ViNG ROOM ft eo a --- 'Y W TPRINT POST o EXISTING UNALTERED 1 BUILDING DEPARTMENT 12 DECEMBER 2022 o - / 2 ZBA SUBMISSION 12 APRIL 2023 177 / NO. ISSUANCE DATE p —_— RELEASES nm non AA — SEAL: DN XA/ IOOB A TH I -- — — — �9��. �3242� — ts> g uu \OF KITCHEN N I N ?� LINE GF EXISTING FVV 1 RINI �s I II II II gr PROJECT: Morton Residence NEW CONSTRUCTION pm2! ] xe�Orient, NY vilentc DRAWING NAME: 0 5' 10, 20' FIRST FLOOR PLAN -777 DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=11-0" SHEET: PROJECT No 22-01 202 28 South Harbor Rd. outhold,NY 11971 631.806.2537 SETBACK RELIEF REQUESTED 23.2 SQ.F.T PRIMARY SETBACK 141 lnl� - - - ;E CIL BEDROOM No.3 FLUE � ��• NICHE CIL t / Z NEW ROOF NEVVST IR — — — — — — — — — — — — — — — — — — 2 ZBA SUBMISSION 12 APRIL 2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 — --- ? NO. ISSUANCE DATE RELEASES - K SEAL: NEW ROOF BEDROOM No.2 CL CL BEDRO M No.1 EXISTING UNALTERED EUA �n a N �OF NEW NEW ROOF PROJECT: Morton Residence Bldg Dept copy from ZBA Final reviewed d ments NEW CONSTRUCTION Orient, NY ZBAPile i DRAWING NAME: 0 5' 10, 20E SECOND FLOOR PLAN N DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-01E SHEET: PROJECT No 22-01 2. 3 28 South Harbor Rd. outhold,NY 11971 TOP OF ROOF 631.806.2537 I NP 0 EXISTING UNALTERED I I 1 EAST ELEVATION SCALE: 1/4"=1'-0" 2 ZBA SUBMISSION 12 APRIL 2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES SEAL: TOP OF ROOF �0 �pM C. Vp� (P �32421 NEW 0 N 1 EXISTING UNALTERED 1 PROJECT: r Morton Residence AVERAGE GRADE I I Bldg Dept copy from ZBA Final reviewed locunwts ZBA Pile #-7 30-K I I I Orient NY Date: 1 3/ , I I I I DRAWING NAME: ELEVATIONS I I I DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: 1, 1 WEST ELEVATION SCALE: 1/411=11 SHEET: SCALE: 1/4"=1'-0" 2 PROJECT No 22-01 J 2 Road APPROVED AS NOTED DATE: L� -2 B,P#_jjq aL COMPLY WITH ALL CODES OF F irlL.3D BY: NEW YOSIt STATE&TOWN CODES AS REQUIRED/,BUD CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT AS 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: � ' T�t.":F►�."""�3EoP.J FOUNDATION-TWO REQUIRED .° m:7.Arj.,.1- FOR POURED CONCRETE ROUGH-FRAMING&PLUMBINGDI v INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL. YORK STATE NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Firs r rp=.-tion required€gin per RETAIN STORM WATER RUNOFF NYS CodC PURSUANT TO CHAPTER 236 OF THE TOWN CODE PLUMBER CERTIFICATIOtI ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY TRUSS PLACARDIT,10G r,::QUIRED COLDER USED IN`"WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. El0 xr QOOM find duct'�ri, PLUMBING testing;rculrcd. ALL PLUMBING WASTE &WATER LINES NEED TESTING EEFORE COVERING Must provide 1,4anualin D,J r-nd S r:,per NYS Eta^.rgy Code 28 South Harbor Rd. outhold,NY 11971 631.806.2537 r NORTH SEA DRIVE s 83052140'► E d- 175. 00 m rn ) M m � M REMOVE EXIST. SET ACK RELIEF BAY 8.2 SQ.F,T, REQ ESTED (PRINCIPAL SETBACK 7.1 Q.F.T PROPOSED POFCH I PROPOSED 1 BUILDING DEPARTMENT 12 DECEMBER 2022 I 2 STORY ' I NO. ISSUANCE DATE I SECOND FLOOR EXISTING I UNALTERED RELEASES PROPOSED 1 8,RENOVATION I ADDITION STORY ADDITION ATION I20'-O° SEAL: I ED ARC PMC. Vp[py�� �tyPO S, F PROPOSED 1 STORY EXISTING /f ADDITION UNALTERED n3242"I 44 �¢ fiOF NEB EXISTING W UNALTERED 0 N o EXISTING Ln o UNALTERED 0 O (0 N O N z O _ C-0 N 87015130" W --- _ _— --__----- --- cry PROJECT: Morton Residence Orient, NY SQUARE FOOTAGE RELIEF CALCULATIONS DRAWING NAME: FIRST FLOOR 7.1 S.F. SITE PLAN SECOND FLOOR 23.2 S.F. TOTAL 30.3 S.F. N COVERAGE CALCULATIONS DRAWING NUMBER: DRAWN BY: SET: LOT AREA 24,903 S.F. CHECKED BY: A 20% MAX 4,980 S.F. PROPOSED 3,725 S.F. SCALE: 1/16°=11-011 SHEET: PROJECT No 22-01 001 28 South Harbor Rd. outhold,NY 11971 631.806.2537 REMOVE BAY WINDOWS REMOVE DOOR 3 EXISTING UNALTERED 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES REMOVE ALL SEAL: CABINETRY e y,�E�tEO AqC Oo EMOVE AL LUMBING � P IXTU RES .-1 a � N qTF 0�4 &L. fiNEW °IF TO BE DEMOLISHED PROJECT: Morton Residence 1 Orient, NY DRAWING NAME: FIRST FLOOR DEMOLITION PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: SCALE: 1/411=1'-0„ SHEET: PROJECT No 22-01 1 . 1 28 South Harbor Rd. Southold,NY 11971 631.806,2537 REMOVE ROOF . .'. >, <zzz REMOVE ALL QO PLUMBING FIXTURES 7E, REMOVE ROOF REMOVE STAIRS 1 BUILDING DEPARTMENT 12 DECEMBER 2022 i NO. ISSUANCE DATE RELEASES SEAL: ,� REMOVE ROOF EFtED AR�a�OP,M C vQ�O E EXISTING UNALTERED Q P �3242� ©F ME�1'1 REMOVE WINDOWS REMOVE WINDOWS >` TO BE DEMOLISHED PROJECT: Morton Residence Orient, NY DRAWING NAME: SECOND FLOOR DEMOLITION PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: PROJECT No 22-01 102 28 South Harbor Rd. outhold,NY 11971 631.806.2537 4'-8" 18'-4 1/2" 0, 8'-4 1/2" 01 r MIT, 00 rn LINE OF EXISTING FOOTPRINT a� I re: w FULL HGT. CRAWL SPACE EXISTING SLAB ON GRADE 1 BUILDING DEPARTMENT 12 DECEMBER 2022 O BASEMENT I NO. ISSUANCE DATE RELEASES SEAL: Ep4ED AA DN s C.vpZOh'i� CUT EXISTING WALL DOWN Q� PO �f' A'3 REQ'D §: .777 „ — — — �32421 s. �x I <, I . = ,. ,. I I I I NEW CONSTRUCTION I II PROJECT: Morton Residence Orient, NY DRAWING NAME: BASMENT PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=V-0" SHEET: PROJECT No 22-01 201 28 South Harbor Rd. outhold,NY 11971 631.806.2537 64. 4' 8" 18'-4 1/2" 8'-4 1/2" El El SETBACK RELIEF PROPOSED - REQUESTED 7.1 SQ. F.T o PORCH En 00 BATH -12 71L ., LIVING ROOM �x LINE OF EXISTING FOOTPRINT I O I I- BED(CATHEDRAL)ROOM EXISTING UNALTERED LijN 1 BUILDING DEPARTMENT 12 DECEMBER 2022 — — — — — — — — — — — — — — — — —O I N0. ISSUANCE DATE a� O I RELEASES I I I 1 I I I I Ell It I SEAL` I I 1 1 e DN I I.C. I I ° BATH I I C� N" I I i ti��OP S+_F l I Io LINE OF EXISTING FOOTPRINT -.• KITCHEN - I I _.' NEW CONSTRUCTION PROJECT: Morton Residence Orient, NY DRAWING NAME: FIRST FLOOR PLAN DRAWING NUMBER: DRAWN BY: SET:: CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: PROJECT No 22-01 2 •2 28 South Harbor Rd. outhold,NY 11971 631.806.2537 SETBACK RELIEF REQUESTED 23.2 SQ.F.T f CL BEDROOM L-J 0 NEW ROOF � - - - - - - - -HALL- - - - - - - - - -- BATHROOM 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE '.. RELEASES NEW ROOF SEAL: BEDROOM CL CL BEDROOM F EXISTING UNALTERED M�O oRcy,� 324 3 ` R �F NEW NEW ROOF f NEW CONSTRUCTION PROJECT: Morton Residence Orient, NY DRAWING NAME: SECOND FLOOR PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/411=11-O" SHEET:PROJECT No 22-01 293 28 South Harbor Rd. outhold,NY 11971 631.806.2537 NEW ROOF FM Fm NEW ROOF F-M_ EXISTING UNALTERED 111111 111 111111111 ILI ❑ ❑ ❑ 0 ❑ ❑ SOUTH ELEVATION 1 . SCALE: 1/4"=V-0" 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES SEAL: M AE[)ARC'`�'r C.Y04p � S F NEW ROOF �9j� 032421 OF Nfc� Hffi I El El E El D HIIIIHIIIIII RM I EXISTING UNALTERED - PROJECT: HII Morton Residence LuI III I I 1111 11 1 1 1 111111 1111111 1 1 11111 1 1 1111 NORTH ELEVATION Orient, NY 2 SCALE: 1/4"=V-0" DRAWING NAME: ELEVATIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: PROJECT No 22-01 3 . 1 28 South Harbor Rd. outhold,NY 11971 631.806.2537 EXISTING UNALTERED LIM PQ ITTFITTI JIjTFT 1 EAST ELEVATION SCALE: 114"=V-0" 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE RELEASES SEAL: ,�tiFtED AR p32421 FOF NEON� IETFIDITT FFP EXISTING UNALTERED PROJECT: Morton Residence ETT LTET Hill Hill WEST ELEVATION Orient, NY 2 SCALE:1l4"=T-0" DRAWING NAME: ELEVATIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-Olt SHEET: PROJECT No 22-01 3 ,02 ABBREVIATIONS SYMBOLKEY ANDERSEN EXTERIOR WINDOFVS&DOORS-400 SERIES SIMPSON INTERIOR K—EmOR DOORS ADAM Vol Qq1K + SKYLIGHTS 2EF a 1 1 LEGEND GFA CALCUATIONS E� 24,904 lot area T— Generated by RESCheCk-Web Software 3,350+490=3840 total allowable Compliance Certificate 1904 sf 1st Floor Pmje t Monon —T 894 sf 2nd Floor 2798 sf total GENERAL NOTES =T— Nlorton Residence EW ----------- -H —.1 F---r-T IJ, ram Orient C:E to FLOOR R L B�L 7 CONSTRUCTION DOCUINIENTS COVERSHEET HOUS—P—=1- 912012023 RI ER DIAGRAM CD 0.1 NAILING SCHEDULE xwo.w.pe, ,apwrN ROOF FRAWNG �mie=m�m mR�l - Rmmwl p len S�uPSarl ISiR-Ta ata[aeaF BlwP-NIL aMr Rxrt[PS R.w6.m,wlrl ea W ('v°w,tspaowvseuna,Fwswael M W SIRwGCH BURR lx rlFmne,.al - . WNLL RtAbING_ __ - !CF - BPoELB"UNDCRUnEN!REWWFO neaEauR Fwmgm, _ __ _ —-- MwaU�Y1a �•o ItaOW!c a saamR®eaiml armxaeewRwm,eO ,m s ac�vNaeve aeomegw,omx(OerwaO 41CRx.la urPOYlgx m mrT.ntevaemLFi«mtu OorNeaRwmtM 3,m wLe tee FLOORFRAMNG 1-- GMwlrwiulte) �wv Peq!�I NURRiWx[LW Ixl SIRNP sJe4,Xesm�eia`OiRm.�v.n I at(e rRo wa(a ro sree. RRb°F ee wNNar wus o !'r vosr ®oamBmsn,Rm.+te°) RPKNI" NLL aNa(xY.(SJ Be .•O a Nr C3IERiBR[B.[Br [(xj ea Nuts°re• orNmgmaeniopgw(Bmm,wp w xUE2 G[N pp. x(L SxUlxx: WB RP. Le°°srabpm atamRw.a1W) ees ya (am�L.ep.m�wRma�+[eel what e n qu.IrmnrM - Ra aYvOpa @ ROOF BHEAM.. [R(xe ro IBP a ido PUR .)m wt5 RP. v vaMa maa w IB•I°.[. Otp OP. FLOOR JOIST LDI2NG SXFATaNG Orptunwo,swe Tee[el tp'mb aBU31F IDP PUR !"l"(Op W°0 BE0) WNLL SHEA-NG T x c o ts'a.a uv Box BCxu- rer HEADER 7. snros m Iwmeaa) PSaV N1I1T Yepsls'sd1 vumw'P 0 Ia"0.a Isla m TMTa/csm 4'. �wNmmro r.ep.rtcm w/RJ�was ® ��' (w WeSAI Slu (w mtltlAl •�< wpE Natvt!-Bm,a 9+esetl � �� wR'P(af<e NVLS iF°N U[N C�O<B•°.[. WI91MM FLOOR SHEATHING 'NCXOR 60Er WVtBUN°pf°StttUPUr[.NDC(')Be R M EL r --F ,m eaa.reu everts aMc A,stt Pur[ FLOORJOIST onorsmwsnmv.�a ITT/B nrflu' �m� \ NCO IR4I[a,iF .eeawMp 4•awmvvsepM<sablrn,mn�',n°��rta u 5[F A= a Dw�ve<Tame<ae�'xm�pww W�+�.°W e<�uxabPabmpava %T9[R u.SxaR. tie'w®Mbmmnme.wvmgae.w.ewa swubramnaawdnUavueeapwMmm SECTION DIAGRAM ELEVATION DIAGRAM DESIGN CRITERIA: wow w(ATxaRIxG-sEVBNE HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH iLeu vsP.IL - MF,� oEur-stNUR To�.w msi vm<u.Ee°Br-a-� ,<es,wiouwemnw(rRRFaunen-xEs e e e s ra s //tsEi.er uW°u ac ( 11 WINDOWS-GLAZED OPENING x xs ON EztEwoRvnx m[cimw,atP3p+aNEEnxa -:". wiif%m rw s / �a ao N T. ai LE HR ONOFMHERpsiN""INxaNME1a°aa° � Nuri aea Hu�te:oc. <° PS REB<R roNPNawi RN,![s,Nm um Morton Residence E11HA 0—HIGH i�[nuTx�n�cua acoroxux�G To�XgT vssw cUzwamwameva GABLE ROOFS HIP a r1'atI 1/B•Wcrcv-+iavu- ioxi,migFe.Na SMBEua MAmaivxcEaNFAiERrwW xmr=oanacwaruN[ RLtn"S a1 vWRAURC IOPxgSo<•a.c. T-a'°t' w [R w/RMB[R wapr(z olE°RUE VAVOAip BE VROlIDFD FORALLN+FAaeY: a(pr IYP.Al R4 oMU PoaMxSW n[ .sEaPolxvNNEts-w,-in2sa T ::'• wa Rv auOtGtu,ro ,-ieramo I/T-[VMSNw SUt J#fC6 BRau Na,u�NxoossNSRa,eaa�Ho,EaNlro,a _ R.NwudLme. � � ..n.e °I. mP.l a..<a'Nr w/sxs pa%ate xvu pam�or m NN,s a.-°.a Nr aRlNnm RlRama CONSTRUCTION t 11-1 I w P[ m NNN PRF F rmaa ",. 1 DOCUMENTS (n)/s at•F,R COVER SHEET <a.a,u A— GABLE GABLE ROOFS WIND DIAGRAMS [aSN�Sort°M _ NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM sn es e<ma aXux ALI CD 0.3 - \ \ \� v.\. , \ �... •off% \\\ ABB ANDEwow",R \S N. \fSCN ISYM OLKEY \ \ .. Am WIN AT mam MINIMUM ., ,... .\\ >� ,.. \ \\\ \\„\ „ WALL CONSTRUCTION UNIT T \ \ ,,,,, „ „ i I , xYPe.\\.\ nANifrACTURttAtslttFAC , k , „,_ . „, ,fcfG�f ,. O, ufarl> H1ri?l�tt (.`:,.,1tRl +, .. :, r#t� '; ,>:,_ VOLOSIK ACOUST.C1 ACOUSTICAL DAM MISC.❑ UCTION „ t .lont. TY ,. . : �ANurACTrx>R .._MANUFACTu.Et >3#> .,: q _,.,:.• aY1N165IXiw.,:,, at�uH,rtAta;.,. EXTF7NiH lNTENtS#L\ \a, ,( . .. uM• \\\ \,.,, MISCELLANEOUS '•.+'' A.p.❑ AREA DRAIN MTD.❑ MOUNTED 101 LIVING ROOM DOUBLE HUNG ANDERSEN 7W210410 WHITE WHITE 001 BASMENT EXTERIOR INSWING SIMPSON FLUSH FIBERGLASS 3'-0' FIR FIR TBD 28 South Harbor Rd. CONSTRUCTION ABOVE 102 DINING ROOM DOUBLE HUNG ANDERSEN TW210410 outh.80 NY 11971 ADDUS.❑ ADJUSTABLE MTL.❑ METAL WHITE WHITE 101 LIVING ROOM EXTERIOR INSWING SIMPSON 36866CF2AFTSMAN(SDL) 3'-0' o FIR FIR B WITH BALDWIN DEADBOLT 631.806.2637 103 MASTER BATHROOM DOUBLE HUNG ANDERSEN TW210410 WHITE WHITE 102 KITCHEN INTERIOR INSWING SIMPSON 8760 REDI-PRIME SHAKER 2'-6"X 6'-8" PRIMED A GC TO VERIFY EXIST.DR.SIZE A.F.F.❑ ABOVE FINISHED FLOOR #❑ MATERIAL �,_�„ DENOTES DIMENSION TO FACE OF 104 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 103 KITCHEN INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER 3'-0"X6'-8' PRIMED A 'ALUM ❑ ALUMINUM N.A.❑ NUMBER FINISH, ROUGH OPENINGS(WINDOWS) OR DOOR SIZES 105 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 104 KITCHEN EXTERIOR INSWING SIMPSON 36866CRAFTSMAN(SDL) 3'-0"X6'-8" FIR FIR B ,APPROX.❑ APPROXIMATE N.I.C.❑ NOT APPLICABLE 106.1 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 6- WHITE WHITE 105 BATHROOMNo.1 INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER 2'-0"XV- " PRIMED B "1• ARCH.❑ ARCHITECT,ARCHITECTURAL NO.❑ NOT IN CONTRACT 106.2 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 106 HALLWAY INTERIOR INSWING SIMPSON 8760 REM-PRIME SHAKER 2'-6"X6'-8" PRIMED B DENOTES DESIRED ALIGNMENTS OF BLDG.❑ BUILDING N.T.S.❑ NUMBER 106.3 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 107 W.I.C. INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER 2'-4"X6'-8" PRIMED A p BLK.❑, BLOCK O.C.❑ NOT TO SCALE y FINISHED SURFACES OR ELEVATIONS 107 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 108 MASTER BATHROOM INTERIOR INSWING SIMPSON 8760 RED[-PRIME SHAKER 2'-6"X 6'-8" PRIMED B BLKG•❑ BLOCKING O.D.❑ ON CENTER 108 MASTER BEDROOM SWINGING FRENCH DR ANDERSEN FWH6068 WHITE WHITE 201 BEDROOM INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER 2'-6"XV-8" PRIMED B BM..❑', BEAM O.H.❑ OUTSIDE DIAMETER DENOTES CENTERLINE UNLESS 109 MASTER BEDROOM DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE 202 BEDROOMS INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER PAIR-2'6"X6'-8" PRIMED D +' OTHERWISE SPECIFIED "'''7''',.' ". BQT•❑ BOTTOM DPP.❑ OPPOSITE HAND 110 W.I.C. AWNING ANDERSEN AW31 WHITE WHITE 203 HALLWAY INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER V-6"X6'-8" PRIMED C Jy' B.P.❑', BUILDING PAPER PERIM.❑ OPPOSITE 111 BATH No.1 FRENCH DOOR ANDERSEN FWH3068 WHITE WHITE 204 BATHNo.2 INTERIOR INSWING SIMPSON 8760REDVPRIMESHAKER 2'-6"X6'-8" PRIMED B (J'' ,B$MT.D BASEMENT PERP.❑ PERIMETER 112 KITCHEN CASEMENT ANDERSEN CW135 WHITE WHITE 205 BEDROOM INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER 2'-6"XW-8" PRIMED A `Iy' SECTION/ELEVATION NUMBER i�;y,, ,.,• , „^ , .1 B'TWN.❑ BETWEEN PG.❑ PERPENDICULAR 1 113 NOT USED 206 BEDROOM INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER PAIR-2'-3"X6'-8' PRIMED B Ch❑,' . CENTERLINE PL.❑ PAGE A0, 114 KITCHEN SLIDING FRENCH DR ANDERSEN FWG6068 WHITE WHITE 207 BEDROOM 2 INTERIOR INSWING SIMPSON 8760 REDI-PRIME SHAKER PAIR-T-3"X6'-8" PRIMED D DRAWING SHEET NUMBER 115 KITCHEN FIXED FRENCH DR ANDERSEN FWG33611 WHITE WHITE 208 BEDROOM 1 INTERIOR INSWING SIMPSON 8760 RED[-PRIME SHAKER 2'-6"X 6'-8" PRIMED B CAB.C1 CABINET PLUMB.❑ PLATE 116 BATHNo.I AWNING ANDERSEN AW31 WHITE WHITE 209 BEDROOMI INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER PAIR-2'-3"X6'-8" PRIMED D CER:O CERAMIC PLYWD.❑ PLUMBING DETAIL NUMBER 201 BEDROOMS DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE EGRESS 210 BEDROOM INTERIOR INSWING SIMPSON 8760REDI-PRIME SHAKER PAIR-2'-3"X6'-8" PRIMED D CL.p CLOSET PR.❑ PLYWOOD 1 202 BEDROOM 3 DOUBLE HUNG ANDERSEN TW2442 WHITE WHITE EGRESS CEILING P.S.F.❑ PAIR AO. WHITE WHITE EGRESS HARDWARE SCHEDULE +r DRAWING SHEET NUMBER 203 BEDROOMS DOUBLE HUNG ANDERSEN TW244' 'CO .�� COLUMN P.S.L❑ PER SQUARE FOOT �' SET TYPE ITEM MAKE MODEL FINISH CITY. NOTES: iI!(';','I 204 BEDROOMS DOUBLE HUNG ANDERSEN TW244 WHITE WHITE EGRESS 5455VLEVERWITH5048ROSE- q,= i.' '' GQN�IiQ'; CONCRETE P.T.❑ POUNDS PER SQUARE INCH A Swing-Passage Passage set BALDWIN POLISHEDCHORME t ,+y,t,d :,,l,a ! i•.'„ 205.1 BATHNo.2 CASEMENT ANDERSEN AW2 WHITE WHITE PRIVACY CONST:11 CONSTRUCTION PTD.❑ PRESSURE TREATED 10353.5"SQUARE EXTERIOR WINDOW/DOOR NUMBER BullHinge BALDWIN POLISHEDCHORME 3 205.2 BATHNo.2 CASEMENT ANDERSEN AWt WHITE WHITE CORNER HINGE CQ,N f:..l , : CONTINUOUS P.V.C.❑ PAINTED 5455V LEVER WITH 5048ROSE- - i•, '.i,:,',!o1',,. .,'{ '' - 206.1 BEDROOM DOUBLE HUNG ANDERSEN TW342 WHITE WHITE EGRESS B Swing-Privacy Privacy Set BALDWIN POLISHEDCHORME 1 ' ;qt'''"•;'''^' PRIVACY CARPET QTY.❑ POLYVINYL CHLORIDE ' ,'I ";`� ,l' „",,'' ', ';''^ "I•'•J' O 206.2 BEDROOM 2 DOUBLE HUNG ANDERSEN TW,442 WHITE WHITE EGRESS BultHinge BALDWIN t03,53.5 SQUARE pOLISHEOCHORME 3 •''°'�''' ''°.' �,TR:p'.," ; CENTER R❑ QUANTITY 1 INTERIOR DOOR NUMBER CORNERHINGE 207.1 BEDROOMt DOUBLE HUNG ANDERSEN T1'L'442 WHITE WHITE EGRESS 5455V LEVER WITH 5048 ROSE - ''3''i'1 '" {"''' +'1''',"I' : G;;V; :❑ '.I CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER c Closet-Single Passage Set BALDWIN PASSAGE POLISHEDCHORME t 207.2 BEDROOMI DOUBLE HUNG ANDERSEN JW442 WHITE WHITE EGRESS 10353.5"SQUARE DRYER REFRIG.❑ ROOF DRAIN Butt Hinge BALDWIN POLISHEDCHORME _ 3 208.0 HALLWAY AWNING ANDERSEN FW37 WHITE WHITE CORNER HINGE 1 WALL CONSTRUCTION TYPE 5455V LEVER WITH 5048 ROSE-y bIA 4 r DIAMETER REINF.❑ REFRIGERATOR D closet•DouMe Dummy set BALDWIN DUMMY POLISHEDCHORME 2 'DI,M; .';,;:^^I' DIMENSION REQ'D.❑ REINFORCING HARDWARE Butt Hinge BALDWIN 10353.5"SQUARE POLISHEDCHORME 3 P " CORNER HINGE DOWN RF.❑ REQUIRED ELEVATION DESIGNATION ABOVE 0'-0" UNIT TYPE MODEL fINISH Roller Catch BALDWIN 0430 ROLLER LATCH POLISHEDCHORME 2 DOUBLE HUNG STANDARD LOCK&KEEPER WHITE ❑g DOWNSPOUT RM. ROOF DATUM UNLESS OTHERWISE SPECIFIED t•/,y,,• ,;t, i,,,,, CASEMENT CLASSIC SERIES DWG I DISHWASHER R.O.❑ ROOM POLISHED[CHROME DOOR NEWBERRY DWG' ' " DRAWING SCHED.❑ ROUGH OPENING AXIS NUMBER 'E.I,F;S d .'.' EXTERIOR INSULATED FINISH SYS ELECT.❑ SCHEDULE Y CENTERLINE AXIS rid+'f !h ELECTRICAL S? 4 HT.❑ SECTION , 1 j. .G SCION \, ,, 1,. „ \ \\, \\ .\, \ \, \ \. \ \\e \ \ di \ \• ��: \ , L V�'' ELEVATION SI � .. .:,c� � � �\\ \� \. a\ .�:>.••• O M.❑ HE Y" I \\, \,., E .❑ � EQUAL SPE > ti .QI, Q C.❑ SIMILAR ,A' 1 1�1 �,II „c; EXI TIa' EXISTING S .❑ SPECIFICATIONStiNIT# A. ° QOCAT1Qt�l MAIVUPA Ut2ER` 1 \FRAM R UGki.£�FAIiN" N GT \ ���. t} �E\• I~II�I�H wm FLOOR DRAIN S.S.❑ SQUARE S101 HALL VENTING VELUX C06 2112"x46 V4" 2121"x453�4" \ 'FIN.,q, FINISH STD.❑ STAINLESS STEEL FLOUR. � FLOURESCENT STL.❑ STANDARD 77 • ";���� '' 'FLR:q, FLOOR STOR.❑ STEEL LEGEND FL$G,:f] FLASHING STRUC.❑ STORAGE i '�''''`'' FOUN.10 FOUNDATION SUSP.❑ STRUCTURAL FT.p FEET, FOOT SVN.❑ SUSPENDED \ \ \ \/\\/\\\\ EARTH T❑ SWITCH GA.❑, GAUGE TEL.❑ TREAD ';, I CONCRETE GALV.❑ GALVANIZED TB;,G❑ TELEPHONE , ��;:•• G.C.q' GENERAL CONTRACTOR T.(0.❑ TONGUE AND GROOVE G.W.B.❑ GYPSUM WALL BOARD T.(O.C.❑ TOP OF GRAVEL 1 a G FA CA LC U AT I O N S 3 PERMIT 20 SEPTEMBER2023 ';1•',, ,H.B.q: HOSE BIB T.(O.S.❑ TOP OF CONCRETE 2 BID SET 25JUR2023 HDWR❑ HARDWARE T.+O.W.❑ TOP OF STEEL 1 PROGREI- r.T 12 MARCH 2O23 HEM.d HEMLOCK TYP.❑ TOP OF WALL STEEL HORIZ.❑ HORIZONTAL T.P.❑ TYPICAL NO. ISSUANCE DATE H.M.L)j HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER 24,904 lot area Generated by REScheck-- �::'�'�oftware RELEASES H.V,A.C.❑ HEATING VENTILATION&AIR CON ITLQii,.NING VERTICAL BATT INSULATION / .■ LD.❑,' INSIDE DIAMETER W//❑ WASHER Compliance Cei���Y��cate 3,350 + 490 = 3840 total allowable SEAL: c IN.q INCH, INCHES W,.C.❑ WITH (r� -rT � LED A& RIGID INSULATION \� G"VO` y/� INSUL.❑ INSULATION, INSULATED WID.❑ WATER CLOSET !(� O� INT.0 INTERIOR W..H.❑ WOOD LAM,O LAMINATED WIIND.❑ WATER HEATER "'''`i: ' ' LAV.❑, LAVATORY W.W.M.❑ WINDOW " GYPSUM WALLBOARD 1904 sf 1S Floor R : ;;' Project Morton ••,+;''.''" ' LB.' POUND W/o El WELDED WIRE MESH Energy Code: 2018 IECC L.F.❑ LINEAR FOOT X❑ WITHOUT iTX MASONRY � �d ' Location: New York, New York �j► 0 � •, A LVR.Q ❑ LOUVER YD.❑ INDICATES TIMES OR BY 894 sf 2 Floor Construction Type: Single-family 9p� 32421 Project Type: Addition � NE MAX.❑ MAXIMUM YARD BLOCKING Ofi w ���� sf tots I Climate Zone: 4 (5362 HDD) MECH.❑ MECHANICAL Permit Date: ' q MFR.❑ MANUFACTURER ® FRAMING MEMBERS = z PLYWOOD Permit Number: GENERAL NOTES: ':'.'}'�'• LAMINATED VENEER LUMBER Construction Site: Owner/Agent: Designer/Contractor: Adam Volosik Adam Volosik 528 South Harbor Rd 528 South Harbor Rd 1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS Southold, NY 11971 Southold, NY 11971 C� FINISHED WOOD JJJJJJJJJ 6318062537 6318062537 ''{` "'• SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. V 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. avolosik@gmail.com avolosik@gmail.com 4 ' 3.J A4L CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND1-1 .;, . r, t ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THIS • , f "A Compliance. 1.2%Better Than Go CONSTRUCTION. •r Ali"';,"! 4.J VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. de Maximum UA: 327 Your uA: 323 Maximum SHGC: o.�lo YtaurSHGC: 0.31 The%Better or Worse Than Code In reflectr 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. S:.')'VERIFI'ALL BUILDING LOCATIONS AND CONC. PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. 3 r r n longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade + ,, I BATH Slab on grade tradeoffs are o ge p p p 'G:);VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD ROOF I\ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, PIM NS,IONS OF EXISTING CONDITIONS. 1'.)A(L DIMENSIONS AND NOTES SHOWN ON ONd PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL •i,`1 4'""' +'•-'?` "'''� ' 'QP,PO$ITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. � Envelope Assemblies ', I I r PROJECT: �y ' + ' IJETAI(S.SHOWN ARE TYPICAL. SIMILAR DETAjLS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9)A,'4, DIM,EN$IONS ACRE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. LAV. RIFY'ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING I 2nd Floor Ceiling: Flat Ceilingor Scissor Truss 894 38.0 0.0 0.030 0.026 27 23 Morton Residence ,0r,,'d;R"INSTALLATION.OF ANY ITEMS. 2nd FLOOR HOWE 1 1/2" Skylight: Wood Frame 5 0.300 0.550 1 3 w , '11:.,, K`�L1GHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS 2" \, SHGC: 0.31 �,. , i "!Id„,, +.. i I 3,Y Master Bedroom Ceiling: Cathedral Ceiling 432 38.0 0.0 0.027 0.026 12 11 ;�'f '4t";" ',:1'',.y:','' OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. j South Wall: Wood Frame, 16" D.C. 764 20.4 0.0 0.058 0.060 32 33 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. MASTER BATH -�+", I ,� KITCHEN 2Y, ' Iy. South Windows: Wood Frame CQ � SHGC: 0.31 206 0.300 0.320 62 66 211 \ gc North Wall:Wood Frame, 16" o.c. 740 20.4 0.0 0.058 0.060 36 37 North Window:Wood Frame 125 0.300 0.320 38 40 SHGC: 0.31 East Wall:Wood Frame, 16" o.c. 206 20.4 0.0 0.058 0.060 12 12 Orient, NY DISH- SINK LAV. East Window:Wood Frame 4 0.3U0 0.320 1 1 J 111/2- WASHER I W.C. I SHGC: 0.31 1st FLOOR H E 1 1/2" West Wall:Wood Frame, 16" o.c. 509 20.4 0.0 0.058 0.060 28 28 DRAWING NAME: f West Window: Wood Frame 34 0.300 0.320 10 11 SHGC: 0.31 CON,>TRUCTION 211 3, 211 311 Floor:All-Wood joistfrruss 572 38.0 0.0 0.026 0.047 15 27 Basement Wall: Solid Concrete or Masonry DOCUMENTS Wall height: 8.0' 600 0.0 12.4 0.082 0.059 49 35 CLEAN OUT Depth below grade: 7.5' COVIi R SHEET 411 TO SEPTIC Insulation depth: 3.0' J TANK Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other 1 HOUSE TRAP I calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in AND REScheck Version : REScheck-Web and to comply with the mandat^ni rant.ir---n]•a licted in the REScheck Inspection Checklist. BASEMENT SLAB CLEAN OUT Adam Volosik - Architect f'i,(�41 9/20/2023 DRAWING NUMBER: .014 DRAWN BY: ACV SET: Name-Title Signature Date CHECKED BY: ACV CD RISER DIAGRAM N_T_S SCALE: 1;4"=1'-0" SHEET: CURRENT ISSUE DATE: 11-10-2006 ® 1 j '''I , , ' , 5` � ' '' - -- - - ----'----- -- -- -- _--"--- --- --------------- - - ---- ... " -- ---- - - - -- --- _____----__..___---_--- - - - --- - - - ----- - { 'I . 'i I, '.'" ,,..,", 11 {l I I I t t', t 11�, I 1 1 , y -, " " I ;, ,, 0iV1a'i6J #1 General Requirements: Division #4: Carpentry/Wood/Steel: Division #4: (continued) DIVI510n #8: (continued) Division #10: (continued) I:,,,i.'I I• „�111'"' ' 28 South Harbor Rd. 1•„i+,,.,,,1 ,;',6, ,,,'.' ',r"A'r^' 'a, + n IVISIOn I HVAC: (continued) ,� ,, ,{.,,, , I . Furnlsh and install all necessa I es, valves, fittm s, stramer, insulation, outhold,NY 11971 ,?v(,s ,i,•, ,,, , Tha,,_�1'lowl`n gneral Notes shall apply t0 all sections and divisions Of the Rough Carpentry/Wood: 8 Handrails and Balustrades: Shall be as Indicated/ inferred and as per all 5 Screws: Self dnllling, corrosion resistant, phllhps head I for base layer; I 4 All interior stone, tile, etc. shall be properly sealed with a clear natural iY p 1' 9 f�i4',14 10 e&i'66 i ns, to the Workin Drawin s and to the entire project.ect. 5/5" for second layer where shown on drawings, electrically driven. max sealer. q P g cj P p g :631.806.2537 P g g p j code requirements. etc., re ulred to complete the refs erant and condensate drama e I in , ,�` ,1,°,',�,,:i;, 'n,1 ,r. , 1;;;',�,,',';,, I ,. : ; I All frammg shall be done in accordance with the latest edition of"National spacing 24"o.c. gas piping (see below) and combustion air piping. ��'�ll,I,{ , i"; I ,YNe,cdntlactor shall furnish all labor, materials, equipment and services Design Specfication for Stress Graded Lumber and Its Fastening as published 9 Closet shelves and poles: Closets shall have 1 1/2" diameter chrome rods Division #I I : Plumbing: , ``i',d,%1,"it'`:;'%, oec ;_If5aa'r' .`and re wired 'to coin Mete all work described in and im lied b b the National Lumber Manf. A550. and 1 2" dee o lar shelves. G Metal trim/corner beads/Jay beads/etc. similar to 200 series, manf. by 2. Use isolation equipment manufactured or supplied by Vibration Mounting, "y q f p Y Y p o p i ;f��,:'? r'"''`4 ;th'cs,e',5pebfications and Workmg Drawmgs. US Gypsum. Install at all interior corners and as recommended by manf. I All work shall comply with all applicable state and local codes. All Inc., Mason Industries, Inc. or Amber Booth Co, and guaranteed by the '1 ` " g g y carpentry p q y p pp p y manufacturer to prevent the transmission of vibrations into the system and into )�,,:"d" ''';.r, ';','.';, I :':;.'', 2 All lumber materials used in the buildin shall be Ood, sound, dry material I 0 All finish car ent shall be to ualit workmanshl All work shall be true, certificates, a rovals and ermlts shall be obtained b this contractor and f '+ ^.''• Ire rder. 'not to dela the work, the contractor shall order all s ecflced free from rot, lar e and loose knots, shakes, and other im erfections whereb level, and smooth and shall be made read for fmishin work. All nails and 7 All dr wall walls and ceihn s identified as ainted shall have a level 4 finish. surrendered to the owner at the coin letion of the work. the structure. Coordinate the work with all requirements Of accoustical ?�,'�,, •,. , ' : . ',,, y p g p Y Y 9 Y 9 p P �!, "!"'{ "i'.,i', m'ateri�ls'and fabricated Items with sufficient lead time as to ensure the proper the strength may be Impaired and of sizes indicated on the drawings. screws shall be countersunk and plugged. All corners shall be mitered. Joint taping and nailhold spackling materials as manf. by US Gypsum. Provide performance. yip;i'`';',:d'S,�)'';i`. ",';: I"'t,j��icl'ng of the work.' on all Joints, all Internal angels and casing bead trim. 2 Hot and Cold water system shall be tested and proven tight under a 3. Supply and return J'4'i'.,� "' I'. ',I: '' `I•`.' 1 3 All work and workmanship including nailing, blocking, bridging, etc shall DIV151on #5: Roofing: hydrostatic pressure of at least a 10 foot column of water for a period of 24 ppY duct connections to air handling equipment to be made ' ``'I•'"'` ' The'Standards Indicated shall apply to the work except when applicable conform to State / Local Code Requirements. y 8 Sound retardant(non frying) caulking shall be clear silicone as manf. by hours. with neoprene flexible connections. 1,'I``I'j,t' ' '.''',. ,I •I:,°?;',',' ?, 'governing codes or regulations are more restricted, in which case such codes Roof Shingles: General Electric. I'll'..'!,",a!',;.,,, .''t,• and'regulations shall govern the work. 4 Provide Led er, Blockin Nailers and Rou h Framin Hardware as re uired. . The Contractor shall provide for sufficient time and Instrumentation by 9 9= 9 g q 3 Sanitary work shall be tested and proven tight under a test pressure of at skilled technicians to balance all systems t0 effect maximum operational '�1;'i,: ; Sl,;`I .. `I, I., : 1 I Roofing: Shall match the existing roofing material. Install per manufacturers 9 Installation: least a 10 foot column of water for a period of 24 hours. efficiency. ,ti, ..',,: ., Y 'I,i 4''In general, manf. recommendations and installation instructions shall be 5 Unless other W15e noted, all lumber for roof and floor Joists and other recommendations. Submit actual sample of roofing for Architects approval. a) Installation shall not be started until wmdows are glazed and doors are A,,1 ,,, :1 ,;,,,;;;, :�; 6iowed for all matenal5 used in this project. structural members shall be Douglas Fir Larch No. 2 or better with min. mstalled unless openings are temporarily closed. Inside temp to be above 50 4 Provide roughing and connections to all equipment or devices supplied by 5. All s stems too operate free of vibration and noise objectionable FB-1500 51 and E-1 .7 51 and shall bear V1s1ble rade star 2 Rid e Vents: Install Rid e Vents b Cor-A-Vent or approved equal/ low de reesF. Ventilated. other trades. Y p o Ject onable In the 11,;J.•�.1.I ` p p g p' g g y pp q g Owners opinion. All work to eliminate noise shall be provided by this i,'. ,I, , 'bi' , 5 .Checking and Scaling Drawmgs: The contractor shall verify all dimensions profile/cover vent#V-400/c5 Or approved equal. AIsO provide as Indicated Contractor with no ex ense to the Owner. '�'"'I''..11`I'�''�'+'' 5hbwn,on the working drawings and will be responsible for the correctness of G All beams,J015t5 and rafters to be set with natural crown up. gable end vents. b) Gypsum board shall be fastened in horizontal position securely to studs 5 Purmsh and install exterior sill cocks (blbs) with recessed seat (anti-freeze), p the setting of the "work". The contractor shall not "set" work by"scaling" the with screws specified. Place boards with min amount of joInts. Where free Josam 5ene5 1400-NF, or approved equal. G. Defects develo in in the Heatin $ ventilations stems within one year 't,'., " � ' rawin s. He will follow dimensions rather than scale. All dimen510n5 shown 7 Provide double Joists and headers around all roof openings and parallel Roof Flashing/Gutters/ Leaders: ends occur betweel studs, etc. back blocking shall be mstalled. p g g y y . I .,I' g after forma acceptance of the Job shall be corrected by the Contractor ;,',,:;, to be,"verified" or "confirmed" shall be verified in the field. walls unless otherwise noted on plans and details. G Coordinate all work and all locations with owner. without charge to the Owner, except as follows: fit;' 1 I Roof flashing, including all hips and valleys, shall be aluminum coil flashino. c) Drywall construction with defects of such characters that will mar the `�,' ,� G All'work shall be inaccordance with all applicable building codes and 8 Unless otherwise noted provide a (3) 2x I 0 minimum header where rough All work shall be maccordance with the roofing manufacturers appearance of flnlshed work, Or which 15 otherwise defective, will be rejected 7 All soil, waste and vent piping above ground shall be schedule 40 PVC or 7. Guarantees to be provided: .. regulations of the governing town and state. The contractor shall not do any opening does not exceed 3'-0". recommendations. and shall be removed and replaces at no expense to the owner. approved equal. !''•,:, ` ;t work which 15 in violation of these codes. 8. heating system - I year plus any time to include a full heating season 9 Plywood subfloor shall be Warmbaord-5. Fasten with panel 2 half Round Copper gutters 5" rad shall be installed as per drawings, using Tile Work: 8 Insulation: All hot and cold piping shall be msulated with g p lass fiber (November I st to April 15t). . 7 The working drawings and specifications are to be considered as adhesive and 2 314" screws or ring shank nails as specified by your design max lengths possible with min number of Joints. Gutters to be pitched to insulation in molded sections 112" thick with factory applied 4 ounce canvas "',, cooperative. Any work showen in the drawings, but not described in the professional or listed in our ICC-E5 report. Apply common sense when sizing drams. I The contractor stall prepare the the areas and Install the the which shall be jacket. 9. Zonmg: specifications, or Visa-versa, or any work within the limits of the drawings and fasteners for Truss and I-JO15t systems, and select a fastener to grab as supplied by the owiier. ;,�, '' Zone I : ;,i,',''' $pecifications, 15 to be considered as part of the contract and shall be much flange as possible. DO NOT size a nail Or screw that will 3 Roof gutter drams shall be copper drams with stramer basket and all other 9 All hot and cold piping shall be PEX. Provide shutoff valve for all branches ,?''..:, 1. executed by the contractor. penetrate the bottom side of the flange. The nailing pattern shall follow the required accessoried. Drams shall be as manufacturerd by Josam Company Or 2 The contractor shall verify the quantity of the needed and shall receive, 1/2" or larger or at all fixtures, including icemaker. Heating - Radiant Heat ;''. APA (American Panel A550clatlon) recommends a 1 2" mslde, G" edges pattern. approved equal. store and m5pe0t the the delivery. Cooling - Split Unit (Wall Mounted) 1 8 'The contractor shall be responsible for debris removal. 10 Hot Water Heater: Re-use exlstng hot water heater. Zone 2: I"'' 10 Material used for wall and roof sheathing (where required) shall be APA 4 All required leaders from gutters as shown on plans shall be 4" copper and 3 The contractor shall supply all other materials, labor, and tools required for , , 9 .The'contractor shall be responsible for all the methods and means of reated sheathing 5/8 . Index stamp shall be visible on all sheets. All edges shall be attached to building face with appropriate copper fasteners. Leaders the the work including grout (color as selected by owner) settmg beds, etc. I I Plumbing Fixtures and Fittings: Heating - Radiant Heat ti' '.,^, Construction necessary and required for carrying out the work. shall be supported on 2x blocking. Nail material at G"o.c. at panel edges and shall have cleanouts and be attached to dry well system and Or pipe to daylite. and shall clean and seal all the areas at the completion of the work. Cooling - Ducted Conventional Central Air System •I'y' , :,�.:, , . 1 2 o.c. at intermediate supports; with GD nails, allow 1/8 spacing at panel Match existing typical gutter and leader system. a) Provide and install fixtures and fittings as selected by owner for locations Zone 3: 'I'-' I'O The contractor shall provide and execute all shoriings,jackings, bracing5, ends and 114" spacing at panel edges. All work shall conform to the 4 All floor the shall be laid in a setting bed (mud job) and Wall ties in shown on plans. Provide cuts to the owner and verify Items with the owner �i"A,'' ., ,.• Heatmg - Ducted Conventional Central Hot Air System IIIIIIIIIIIIIIIIIIIIIIII - - iiiiiiiiiiiiiiiiiiiiiillillillillillillilliiiiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliI- ______ - ','+ '''' etc.,r.'equ!red to accomplish the work. The contractor shall be responsible for recommendations of the American Plywood Association. DIVISIOn #G: Budding In5UIatIOn/Sealants/ Flashing: bathrooms are to be laid by Thinset Method. prior to ordering. ,:+,'' ' ' Y,1,.;,., ;r,, the d,' I,Jn and execution Of these Items. Cooling - Ducted Conventional Central Air System ';f- I I Unless otherwise noted, oist han ers, framin anchors, rafter anchors, I building Insulation: Shall be a "Fal5h and Batt" s stem. Glass Fiber Batt Stone Work: Zone 4: ,'ia,i•,.:, .:,, J g g 9 Y DIVISIOn #1 2: Electrical: „it',,;, i , and cross bridging shall be minimum 18 gauge prime galvanized steel as Insulation, as manufactuered by Johns-Manville or approved equal. 4 thick in Heatln - Ducted Conventional Central Ho Air m f,1f,I",,,;; I1, g t 5yste y ,;,, „ , Division #2: Sitework/ Excavation/Septic System/ Utility Connections: manufactured by TECO, Simpson, or approved equal. Special na115 as supplied walls (RI I), 8 thick in roof (R25), Provide sound insulation batty between all I . Kitchen counters to be 2 -L thick mitered Caesar Stone, per architects I All work shall conform to and be in accordance with all applicable codes ' 1 by manufacturer shall be used for required nailing. second floor Joists. All exterior wall cavities and roofs provide 2" spray drawm s -material TBD, including Fire Underwriter's Specifications. Provide Fire Underwriter's Cooling - Ducted Conventional Central Air System ' ',i,:." 1•,,,`i,,'.'; �Ite\y' rk: applied "Icyene" open cell msulation as per manufacturers recommendations At g Approval for all required stages of construction. ;''',,?r' :I,' 1 2 Provide "x" bridging Or s011d blocking 8'-0" minimum o.c. bottom ends Of cathedral spaces provide ventilation baffle fabricated from 3/4" rigid insulation 2. Bath Counters to be 3/4" thick mitered Caesar Stone, per architects ''� I :I'' '' ' '` I Landsca in The contractor shall do those then s indicated on the tans bred In shall not be nailed until after subfloors and artitions above are board (foil faced each s1de. p g' 9 p 9 9 p drawings -material TBD. 2 Furnlsh and Install all light and power wiring services, equipment, conduits, iri� "i t':'-'' and ,necessary to the carrying Out of the construction work. He shall protect constructed. outlet boxes,Junction boxes, pull boxes, floor boxes, wiring devices, dimming ` �,''''"I" 2 Vapor Barrier: All interior spaces shall be sealed on the mside face of 3. Stone Slabs to be 3/4 thick mitered Caesar Stone, per architects deVICe5, and cover plates for a complete working system. _. , ,from damage those items which might be harmed by h1s work. All plantings t11 ,;�•i,i;;, GI05e;to the construction will be protected from damage. Provide and spread 1 3 Wood plates and sill in contact with concrete foundation walls and framing members with a kraft paper vapor barrier as manufacturered with batt drawings - material TBD tN-{ `.; l gra5s,�eed in disturbed areas and areas Indicated on the Site Plan. concrete slabs shall be pressure treated. insulation. 3 Lamp all fixtures at completion Of job. . , . , ,, ;i. 1 4. Stone curbs to be 3/4" thick mitered Caesar Stone, per architects ".4 '!',; '''' 2 Site Preparation: The contractor shall Organize the storing Of materials/ 14 All pressure treated wood shall be "ACO"or approved equal. Sealants: drawings - material TBD. 4 Furnish and mstali all required wiring and electrical connections to all HVAC ' ;i`:�,.1,1:%', ' ..' Ools.%'etc,and the placement of debris containers in an order) and neat Equipment, A hance5, and all other Electrical Devices supplied by the other :?1, ,';• , , rnariner as;approved by the Owner. The work areas shall be kept clean and 15 All Joists, beams, trusses, or rafters, which are flush framed, shall be I One part silicone sealant, in color as selected by owner, at all exterior trades. i , I.i,, •,1, I ,,, •i ;i'' :," ricat a't,the end of the work day. connected with approved type galvanized metal Joists or beam hangers. frames in contact with cement, plaster, concrete, wood, etc. and atjoints M1sc. ,t� , �Il, " I and locations noted on drawmgs. 5 Provide and install empty conduit Ines and junctions as directed in field by !''l .'!,.;1,'' '' ' 8 "'St4ikn; 'and Layout: Before 5tartin the new work, the contractor shall I G Provide a minimum Of two studs at end of all beams and headers if no owner/architect. Leave a drag wire in all such areas. ,'I gg I Bathroom Accessories: Install Bath Accessories as per schedule "� '`' '`' ' '� ''' takeout'la e new work and mve5t1 ate the foundation conditions. He shall Osts are s eafled on Structural Plans. 2 Filler: Filler material shall be closed cell, coin resslble, reslhent, free from Contractor mstalled. '',I,-1•':,':, p I� , ;h , ,t. •verify,f'i'nal 4locations and conditions with the Owner and the Architect before tar, asphalt, oil, or other foreign substances. Filler shall be approved G Electrical Fixtures/Devices/ Etc. Provide and Install all recessed electrical l ii'' '",•, i'.' " 'pro6e,eding. 17 Infiltration Barrier (Membrane): Provide and Install Henry Biueskln SA at all expanded polyethylene form In rod shape. 2 Provide chrome 'shower curtain rods at all tub locations - Contractor fixtures, devices, etc. All decorative fixtures and sconces to be provided by 3 R ,'rt t. ''i'' ' ' ""' "I'' "" Owner. PERMIT 20 SEPTEMBER2023 ,p9 I„ „,,,, ,, ,,.,,",. 'tI ,, `,,;.... exterior walls and as per manufacturers specifications. Installed. 2 BID SET 25JULY2023 '� '"'.t''' I`' '`', Excava£ion'and Grading:, 3 Caulking primer shall be non staining primer as recommended by the caulking 1 PROGRES SET 12 MARCH 2O23 ' 1'""r'iti;;'' 't' ' `' 18 All bolts shall be made from steel which satisfies the re uirements of coin ound manuf. 7 Coordinate work and locations with owner/architect. i,d.',,,�::? ;'•.'', q p DIVISIOn #9: Cabinetry: Note: See allowances for Kitchen cabinetry and ' v;; I I, Invest' ate foundation conditions Of construction, to see if they meet ASTM-A307-8GA"Standard Specificaton for Carbon Steel BOlts and Studs, Bathroom vamtes. No. ISSUANCE DATE 1 g ilj"',,,,'"i-,+''''tr"': ",;` 'a5'5i m,�d`conditions. GO,000p5i tensile strength''. Bolts shall be inserted in holes with a diameter Flashing: 8 All wiring shall be run concealed, except in basement area. - ''��'''.'",'i''1,;''''" I t":'`'- ' i'' I/I G" lar er then the bolt diameter. The end distance, ed e distance, and I RELEASES I✓<', , di,'` g g I All work shall be in <'ccordance with all applicable local and state codes. '' �;'"",''i1'';° 1'_`' ,� '.Ex'e,avate for foundations as required by plans, details, and job conditions. spacing Of bolts shall be as shn'Am in the detalls. I All building flashing Indicated and required shall be- aluminum coil flashing. 9 All work under this section shall include cutting necessary to install the .,,, ,,, 1 1' ' I ' 4,i'i. "r„ ,`' `"' ,Ail;footing? shall rest on undisturbed 5011, a minimum of 4 0 below grade. 2 The contractor 5ha!1 supply all labor and materials to do all work shown, electrical work and to make same come together with the work required under SEAL, Ii 1;,;';;,T"',,,I',t IPr.,0`�fde:aililabor and materials as per details. 1 9 Ail lag screws shall be made from steel which satisfies the requirements Of 2 For other flashing and waterproofing materials see details. described and required to accomplish all the work indicated on the drawings. other operations involved in the construction. All cutting shall be done in a ;I1,1 �.;Igi`i,.."C," , ;:,,,;1,',`,-,,.;, I ASTM A307-8GA. La screws shall be msertcd in lead holes as follows: 1 . �rED g and m these specs. neat workmank like manner. ,��a Af�c 1 ' !! 'SI I ;;L',, 3 'PrQvrde'New Underground Footmg and Basement Drams as indicated on The lead hole for the shank shall have the sam<: J,oineter and depth of 3 The contractor shall provide pan flashing and counterflash ng at all �5 M C. VOA "s',�`',d;j;�f;";;,t,,`,;;LI;' . [,rav,✓i�+.e5,,and/'or'required by code. Provide Site Drainage/Dry Wells/ Etc. as penetration as the shank., 2. The lead hole fcr' the threaded portion shall penetrations of roof and exterior walls at windows and door heads and at 3 The contractor sham verify all field dimensions and locations. The I 0 Cleanmg: All equipment mstalled shall be wiped clean Of all dust and � 10 OS, #1 a,r a;l," i l'�'^� ','' 11`'I",'''' .,Ito16;4e . ,, : have a diameter equal to 1/2 the shank diameter and a depth equal to the door 51115 and at all other areas indicated and required by good construction. contractor shall follow dimensions shown on drawings and shall not set work by debris. All temporary stickers, labels, and markings, shall be removed before �� 't' C'•I "Al ," �.i,,, ;;'.;'r';i .: I ' length of the threaded portion. scaling the drawings. final acceptance. I l,`;',; 1,'.rf:; '4,',Fro'vide'for all temporary Utlhties, Water, Electrical, Telephone, Cable TV, 4 Elastomeric Flashing: Provide and Install Elastomeric Flashing as manuf. by * jr, ,�',,;",;'1i 1:';'111'''. Wel4 Ctrie; etc. as required. 20 See Typical Wall Details and Specifications and other Details for other WR Grace and Co or approved equal @ Roof Eaves as indicated and all valley/ 4 The contractor shall supply complete shop drawin s. I I . Contractor 15 to verify existing service and report to owner/architect ,, �� ,. , requirements and materials. roof intersectons for a min of 3 0 coverage each side of break. prior to performing any$all work. Verify exlstng electrical service is adequate , ';';:'';' ,Grading: Backfill and grade around foundations Drd slab work as required 5 All work shall be to!' ualit cabinet /car ent work and all materials shall for new electrical installation. �` ' t, k?4,'i,::'';Ij;:,!`I,'., 'byPb'conditons and as indicated on Plans. Poundation backfiil shall be Structural Steel: be new. Exposed edc,e5to have typ solid hardwood edges. 9�� Q32421 f' , 1 laced 'tom acted, and uddled in la ers 1 2 mches dee Division #7: Exterior Windows and Doors/ Interior Doors: DIVISIOn #13: HVAC: \OF NSW`� ;11, .,. ,:,, , , p p p Y p lid'i ',,'; ; , , I All steel shall satisfy the requirements Of the following: G All Wood to be painted shall receive sealer/ prime coats in the shop and L,. , "�Iv'v "'�"''' .Strip topsoil from areas to be excavated, stock pile close by, and reinstall A) Structual shapes, tees, and plates, AST^.A A992 B) Pipe ASTM I All windows and doors shall be Andersen 400 Series. Installed per finish coats applied in the field. HEATING, VENTILATING AIR CONDITIONING EQUIPMENT: HVAC system to ;fit.',, •'; ,; on top of all disturbed, filled and backfilled areas at the end of construction. A501-84 manufactures recommendations. 'I'i%;' ;a C) Square and Rectan ular Tub1n ASTM A500-84 be a combination of an LP Gas fired boiler for radiant heat through out the first q 9 9 7 Hardware: All doors shall be hung on concealed type (European or equal) floor of the house, with split units as per schedule/plans and a conventional ''r:"'1';,', 7 Furnish'and spread approved fill as required by backfilling. 2 Contractor shall confirm and check all RO Sizes, Frame Sizes, etc. prior to hinges, all drawers shall have full extension ball bearing slides (Grant#325 or system per schedule/plans. "'1''' 2 All members shall have their surfaces prepared as follows: ordering. Accuride #3025 or better), adjustable shelves to be held by recessed hubs w, '. � Se'ptic S . power tool cleaning. 3 Interior and Exterior Wood Trim/Casing Trim/ Extension Jambs/51115/etc. Owner. ;'s'' , 6.Well/Water: N/A B) Remove all loose milli scale and rust using hand or power tool wire shall be supplied and mstalled by the contractor as required. Profiles/ Details sizing. '.:l'', brushmg. to match existing submit samples for Architect approved. DIVI510n #10: Painting and Finishing: ''' 10 Utility Connections: The contractor shall provide all labor and materials C) Remove all dirt and dust by brushing or vacuum cleaning. 2. The Contractor shall provide offsets In piping and duct systems to avoid ,;i'' structural, architectural, plumbing and electrical interferences whether or not ,,l,, requlred to provide the necessary Utility Services. The contractor shall D) Apply shop paint or rust preventative coatmgs as specified. 4 The contractor shall supply and install all Interior Doors as per plans. The General indicated. Coordinate all grille, register, and diffuser locations with contact all necessary people and companies, coordinate services and work, contractor shall supply and install all hardware as selected. Hinges shall be architectural drawings. f i '. � and 'obtain all necessary permlt:5 and approvals. All work shall be done as per 3 All steel members, except as noted, shall receive one shop coat of paint to included. All Interior doors shall be as Manf by Simpson, architect shall I All colors shall be as selected by the owner. Samples for all colors, paints, code and regulations. Provide load calulations as required and prepare a minimum dry film thickness of 1 .5 mils. The paint to be used shall satisfy the approve prior to ordering. Provide cut * spec for approval. and fmI5he5 shall be prepared by the contractor for the owners approval. All 3. All systems shall be mstalled to assure absolute quiet Operators and to detailed expansion, if required, report. requirements of the Steel Structures Painting Council. trim to have a gloss finish. All walls and ceilings to have a flat f!msh• prevent nose transfer from space t0 space. ,.1. ''` 5 The contractor shall provide rough openings/casing trim/stone saddles/ Division #3: Masonry 4 All fabrication and erection Of structural steel shall satisfy the "Spec for 5/4"jambs, etc as required. All doors shall be painted. 2 All painting and iini;;hmg shall be performed and all surfaces prepared for 4. All supply register and return grille IOGatlOn5 shall be confirmed with design, fabrication and erection Of structural steel for buildings" and the "Code painting and. finlshing in strict accordance with manf, recommendations and Architect and owner prior to Installation. Concrete and Foundations: Of standard practice for steel buildings and bridges" by the American Institute Division #8: Interior Finishes: specifications. All 7ew surfaces and altered existing surfaces shall be properly of Steel Construction. prepared to receive the fmish. 5. Duct work shall be galvanized steel sheet metal main trunks and shall .' I"':' I' See Structural Plans,,Notes, and other Details, for Concrete Slabs, Slab I All Gypsum Drywall work shall conform strictly to the standards Of the conform t0 ASHRAE and SMACNA standards for residential installation, 1988 ', :l '.,''' .' Pitching, and other foundations and structural conditions. Finish Carpentry: Gypsum Drywall Construction Handbook by US Gypsum Company. 3 The following 15 a list of approved manf.: I Pratt and Lambert, 2 Pittsburgh Gth Edition, and all New York energy code requirements. PROJECT: "; - ', .' Paints, 3 Sherwin V/!iliams, 4 Benjamin Moore, 5 Cabot's Stain, G Cuprinol. ,;,-,,, ;;' ' 2 Concrete: No concrete shall be poured subject to freezing conditions or I See plans, and details for other work and materials. 2 All Drywall products shall be as manf. by US Gypsum Co. G. Ducts shall be suspended with galvanzed sheet metal supports fastened as _ j , on frozen ground. All footings shall be formed to meet sizes Indicated on 4 All paint, 1 merts,01I5, etc. shall be of"first line quality", re u!rin no required from the structure on a maximum of 4' centers. Included turn!n vanes ''`' ;„i'�i '' drawin sand details and should rest On undisturbed soil/a minimum of 3'-G" 2 Exterior Sidm Shall match the existn shin ley, ex osure shall also match 3 G sum Board: "Imperial G sum Sheetrock" with tapered ed es, 5/5" addition of thin ers or other vehicles, and shall be de ver d to the stem in all s uare throat 90 de ree elbows. g Morton Residence 9 g 9 g p YP p Yp p g q 9 ',+s'' � below,grade. Twenty-eight days comprehensive strength for concrete shall be the exsntng. thick(both walls and ceilings). Finished surface to be skim coated. Follow manf. sealed and la'peled containers. All products shall be oil based unless '! ''. as follows: Footmgs 3000p51, Slab on Grade 4000p51, W3115 3000p51. New U.S.G. Spec f!cat!ons and recommendations. Plaster shall be painted. otherwise noted. 7. All supply trunk duct shall be msulated, usmg I" thick fiberglass with hard '�, •'I','' Slab areas on grade shall be 4" thick stone concrete with WWF GxG W I .4 X 3 Exterior Trim: Trim pieces, as Indicated, shall be painted and match the matte surface and shall be attached to the duct work with pins and adhesive. •:N ,9�'i 1;.4 over G" 3/4" gravel bed. Provide G mil Polyethylene Vapor Barrier under existing material in dimension and profiles as indicated/ inferred by drawings 4 Gypsum Board at bath and lavatones shall be the moisture resistant type, 5 hardware, hardware accessories, machined surfaces, plates, 11ght1ng :.i.I., .,' , slab. '51ab shall be flnlshed in accordance with ACI Standards 3 18,304,and and as approved by Owner/Architect approved. with impregnated face paper. Treat cut surfaces Of moisture resistant board fixtures and similar items in contact with painted surfaces and not to be 8. All return trunk duct shall be acoustically lined, usmg 112 fiberglass with '.,I1'''11 ,.''•;• ! 3 10.,. as recommended by the manf. Or use 5/8" Wonder Board. pamted, shall be removed, masked or protected prior to surface preparation hard matte surface in a conditioned space; I" fiberglass with hard matte ,;1.'I� ;" 4 Exterior Roof Soffits: Soffits, including porch ceiling (beadboard) shall be and painting operations. surface 1n an unconditioned space, and shall be attached using pins and . `I., All reinforcer bars shall be billet steel conform!n to ASTM AG 1 5, rade GO. clear I xG T*G painted ine center match or approved e ual. Provide wood adhesive. A;','t '" 1 '' Ties a'nd stirrups must be grade 40. All welded wire mesh (WWF) shall blocking I G"O.c. maximum as required. Exterior Fm!sh ne: ,�..1 .•. i, i 'I'd ,, . I - , conform to ASTM A185. All vertical surfaces of concrete shall be formed for 9. Basement branch lines shall be 30 ga. galvanized steel, unless house "I': :: ( construction does not permit it. Attic branch Ines may be msulated flexible ;�, ,,,,y :,.'' ,' . walls.;, 5 Columns: Structural Columns are GxG Structural Wood (treated) where I All exterior wood, doors and windows (which will be Installed premed) will ?''.'' 11 1 noted, otherwise 4" lally columns with all appropriate connectors and receive two coats of exterior grade paint (color as selected by architect). type duct, class I air duct UL 181 approved, not to exceed more than 15' Orient, NY ' 1'I;':'^ 'ReinforC16CJ steel shall be placed to provide the followmg minimum concrete fasteners, or otherwise noted on the plans. To be faced and trimmed as per run. f `'I-4 i,i., `� " " g " y g 2 In general, all exterior wood shall be flnlshed as described above. Supply ai, .;, cover: Slab on Grade I I/2 , Walls 2 , Footln s 3 . The contractor shall indicated/ inferred b drawln s. 1t'' '',' ,'I!':, eri, ''all,Idrawin s for coordination between trades and rovlde and or Install 10. Volume dampers shall be installed in all branch Imes where accessible. ;'y. ;,r; ;, Y ', g p samples for owner approval. ';��{1.'!r'I-,',w,t. "', 4nch'ors,;:'!nserts; sleeves, hangers, etc. required for vanous trades. G Interior Wood Floors: Carlisle wide plank floor- Essentials collection, DRAWING NAME: ''1 i , I I . Provide flexible duct connectors on both supply and return trunks at air i ?.?•, ,I .. „ Suede product, white oak species. Product to be installed per manufactures Interior Finishing: '1 handlers, using DurO Dyne connectors. CONSTRUCTION ,ai ,"' ~I', ''3~';provide'damproofing'at foundation walls and slabs/as per details and per recommendations. Provide samples for approval . Areas t0 be carpeted shall `-i,1,1''.' i`"'1,I 4'I I,'.',,. ',;�p;cle',;a';,. �.`,.' be prepared with I/4" masonite base over sub floor. I Walls and Cedm s: All sum wallboard surfaces shall be painted: one 1'.I:;,', ;i,;:,,: t_, ,;•I. ,,, I '. g gYp f I2. Floor registers In wood flooring shall be white oak, unfinished, by 9 '' ;I;� w;'.,t"`,".+I";' I, �,r 4;i,.,;,,,''i i' prime Coat l two fln'15h COatS. 01 ' r.i " " '. , 1''' " 7 Interior Wood Trim: All interior trim, including window trim, door trim, Woodworks. DOCUMENTS �F� y4,1'i't,I,1,;,,, ,"'1' ? ;i,,; ;1 + baseboards, etc. shall be milled from solid poplar, select clear grade. All 2 Wood: UnIC55 otherwise noted, all wood surfaces shall be painted: one 13. Floor registers In stone shall be brushed aluminum. ,ItI ,._�i, ", I,.,;,'i, . ',, ,:1IL ''',."' ,1 crown style trim to be MDF. All profiles and details to match existing and prime coat/two finish coats. Cabinetry to be field painted shall be primed by COVER SHEET ,,',3,G.,,,,,,� `'.., `''� �`'t''',Ile'`�'.Y,i'` � � cabinetry subcontraictor and finish painted in field: finish with 2 coats. 14. Return gnlles shall be Hart �Cooley#RH-45 louvered grilles. 4, 3,4i ,, i submetted for approval by Architect. d, ,4 .1 , 1r k C 1 , ' SPECIFICATIONS S�I�;4 1 ', , ,,n 1.1; I, .. i.11,,4 a i1, t ,I; ' ,,, {, 1 , , .. I`. I DRAWING NUMBER: fjI'i" 'I� '" ;",, ' DRAWN BY: ACV ,rlSET: CHECKED BY: ACVC D I k'I 4Y' ,I ' I 1, I' , ' I L. i ' ';li1 l",•Ile;'''' , ,, ,'"i,` SCALE: 1�4°=1'-0° SHEET: i'9 , A 1 .. 1,, ; t i r CURRENT '` t I'� 1, - ".1 _�f ".t f ISSUE DATE: 11-10-2006 �v. i !, 1 ; *2 1. , � I ,�Z "., �.!, " � " � �,,�, ''�, 1 -- I �Ij'�. ,, I I I -_ I ,X ­.,I­1,, 1, - I' ': �, �', , I . l,,.,�,'',�,t ,I � ,,. " , ., I, , : � . I - - 1 111 f.; !,% ' ,' s ,;.I "'' . 1 ,' ' , ,• ,f,, . } NAILING SCHEDULE 28 South Harbor Rd. Southold,NY 11971 ,J Joint Description Nail Sizes Nail Spacing :631.806.2537 ROOF FRAMING ' r " Rafter to Top Plate(Toe-nailed) 3-8d per rafter '+ 'Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist SIMPSON LSTA — 20 GAGE RIDGE STRAP — ALL ROOF RAFTERS Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap 4- 16d each la Ceiling Joist Laps over Partitions(Face-nailed) p ( ) X 6 TIE @ EACH RAFTER IN ' 'Collar Tie to Rafter Face-nailed 2-8d per tie 'y '{ Blocking to Rafter Toe-nailed g ( ) 2-8d each end ' Rim Board to Rafter End-nailed 2-16d each end LIEU OF STRAP. WALL FRAMING ICE SHIELD UNDERLAYMENT REQUIRED Top Plate to Top Plate(Face-nailed) 2- 16d' per foot �'o URRICANE CL,P a '''; '.`. ',•, ''Top Plates at Intersections(Face-nailed) 4- 16d joints-each side T P. Studio Stud (Face-nailed) 2- 16d 24"o.c. ;,Header to Header(Face-nailed) 16d 16"o.c. along edges ,'�., ALTERNATE POSITION Top,or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 2- 16d per 2x6 stud OF HURRICANE CLIP. 2-16d per 2x8 stud USE SIMPSON H3 Botfd'tii,Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2- 16d per foot ° ` p SIMPSON H2 HURRICANE CLIP Joiat;to"Sill';'To'p Plate or Girder(Toe-nailed) 4-8d per ST37 METAL STRAP 4; fi Bridging to Joist(Toe-riailed) 2-8d each end NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON MAILS @ @JACK POST B1oI4ing o Joit"(Toe-nailed) 2-8d each end TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48" g66' ing 10 Sills or Top Plate (Toe-nailed) 3- 16d each block NAILS EACH END. ALL SHEATHING EACH END TYP. Lodg•gr:Strip to Beam (Face-nailed) 3-16d each joist F'Joi"st'on'Ledger`to Beam (Toe-nailed) 3-8d perjoist Band;,Joist to Joist(End-nailed) 3- 16d per joist Ban,4':J6lst to Sill or Top Plate(Toe-nailed) 2-16d' per foot APA RATED PLYWOOD TP EXTEND TO TOP OF TOP PLATE '.RO6F,;$HEATHING (4) 8d NAILS , TYP. i ?Striiptural Panels 8d 4"o.c. perimeter zone JACK POST. other 6"o.c. edges of MST27 @ STUDS panel , 12"o.c. interior W/ (4) Sd NAILS of panel @ 48" O.C. EACH END 1YP. " J4 , j t , FLOOR JOIST �'y;,�.�'.;' � ,• (,CEILING SHEATHING G DOUBLE TOP PLATE LYWOOD SHEATHING TO CCVER is %; �;.•- _.:.: # , Sum Wallboard 5d 7" edge/10"field LAP BOX BEAM — TOP AND BOTTOM =" HEADER �! WALL SHEATHING 2 X 6 @ 16" O.C. ,//'^,,.,.• STUDS / Structural Panels 8d (see table 3.9) IMPSON MST27 Fiberboard Panels 1 1/2 WIDE — 20��GAGE " 7/16" 6d 3"edge/6"field METAL STRAP @ 48 O.C. 25/32" 8d 3"edge/6"field MAXIMUM. ` STRAP TO STUD Gypsum Wallboard 5d 7"edge/10"field W/ (4) 8d NAILS 3 PERMIT 20 SEPTEMBER 2023 Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) OP OF 2 BID SET 25 JULY 2023 Diagonal'Board Sheathing WRAP & NAIL STRAP SIMPSON MST27 1 1/2" WIDE FOUNDATION 1 PROGRES SET 12 MARCH 2O23 4 4d NAILS 20 GAGE METAL STRAP @ 48 O.C. N0. ISSUANCE DATE. 1"x 6"or 1"x 8" 2-8d per support O ATE + 12" FROM EACH CORNER WRAP 1"x 10"or wider 3-8d per support AROUND AT ANCHOR BOLT AROUND SILL PLATE. RCVIDE (4) 8d RELEASES F ,FLOOR SHEATHING _ NAILS INTO SILL PLATE. Structural Panels ':._.. /;•i! /.-;=: / ! SEAL. ,r _ AIL SHEATHING TO SILL PLATE / 8d 6 �d e/12 field �- , ......-._...; ;:.- _.. /,- / OOR JOIST —' t 1 or less g .,...w. � �%. -..... _..._. ....., ...., greater than 1 10d -'edge/6 field Sd NAILS @ 4 O.C. ,�Eakt qRc, ;i.-0I •,� I r � w ...D. p. D':" R':...:' ::Di �i ♦'D..:� V�D.� p,� D :.Di:' D:..': a'D... •'D... D D,.. 2 5 REBAR C. V hi ( / a'D .. ` '•0...., p 0 p Q'... p p.... .D..,O :. p D p p. .D::..:p..0 0 D D ; .'.0.: ■�•� AM O� Diagonal Board Sheathing ;...,.o. p.0. .D..:� D:D';..:o.:•':;�..:� ': DD. p ..o V.:Dp:. D p; p 0 .•D...O.., OD0 i':D< Dp:D D.. C .. D. 'D'. Y f_9 , .� X 6 SILL PLATE i'....'D, .D...., p.D.....� .,.:o.'� .. R....p Di:':.���.:: "..e•;D..: 0 V.':. pD.'�.: D :•'..�..'.D�•.....p.,. p",".Di:',V'.0..: .. .'D...�'.''. I � � p.D. 'p�. .. .�;D..:D..�. D;...;.; �..;�'.;'�'..O..D'.p.?.. '.':V. ....D: .'.p:, a D..:. ...D': O'.0�:'.: . D..:V.... p /.- Q .Di' ,D,, ,0,.,. p ..p_.. P�....:p� Di:'.Q',0..: ♦'D...O.:. 'D p.. :p.'D .,0.: p.?.. p ....D:'�.p: :0� ;• .'.D'... p..p�'�� <;D, lf' r, rr rr _ .' " R'',....y �'D... ,..o'.. p'O.i V... p D.;':., Dp.. .R''....; ♦'D... :.D: :: V...; :'p... D : ,I . 1 x 6 or 1 x 8 2 8d per support D' P ACO TREATED. ,.'.., �o,• o .'D..:� D� p.: D p •'D:... .'D... D" 0' a;V..:D':`. ' D.�.. Q '� r''., ::..I ..., I ,.. � i D.;.. o: ......D:D'• •'::0.:'.D:'D...O.,;'...D.p.. p:...�.Di;' O'�..:'D p';�'.D:,:''.R'..0,.:': D... ::D:D::.p:•0•. :0.':•. D�••.•0'. D '.V...D....p.p�..'. p..;.:D'. ��p. ,I " 1 x 10 or wider 3-8d per support •;D.. D D .;v D ,0 ,.D p.. p,' D: O p �'p •D. p.0.: .'y...0 D D D 0.; V n p '.D. p. :.,p .. D .D: / ' ' a D. .. ... p, '. p D,. p.. D ..,0. 0 �p.D'•.�' :D. �'O: .ry'. '.p �' .•�p' 0 •'D..:D.:.. p. ,�...0 .:�D�':�•'...p:D:.;.D,p:...o D.:.D;':'�'... �"�D .'�.V'�:0.:'��'D � O � � �0 a D 'D.D � D �'�D..n D..: i J , ., 'V p D'... ..D R:, D. .. p O .'D.'O D. :D p O': D,.' •:D p ^ a D.,v p. D ,, �'. .. „ a D..:O " /) !! •D..'.p..;. pD.::; .;,V, �.R'.. p p: ..D: p,0 i" .;D. .:D:D.' .0 ....'D..:V. Nailing requirements are based on wall sheathing nailed 6 on-center at the panel edge. If wall sheathing Is nailed SEE FOUNDATION DWG. , . ,., D' p,D.; :. . p ,; D ,D ., D D ';p p. •D' .;D... D' ' , •�. 9 q 9 p 9 9 /8 X 12 A.B. @ 48 O.C. 0}':...•D .:0..:'. ate. c !7' 0... D V p. o:,V,..0.�.O. .. V .p D. D'.0...':. <;D..O,.. D .0... D. DD.... D.':. D p'.,..D ♦ D..: o:D:'' 0..: :0� FORDESIGN Dp..•. po...... D :,.Di•;..R.,,, D..: ......>: ♦;D.. V D'� .0 .D, ?•.,D.�':pD..;,:D..D.; p.. P'.:'p .D� .R.D 'D ...V. ,a'. >•-'' :,. 3"oh-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall '^ P 9 9 W FENDER WASHER. p'.�..;p a;D..:�":.DiD:OD':D.:''�D.•D..:D'.'D '.D�.:...D V D',O:p..,.D; ...`..�:;P;.;..p.; D..O.,: ...a'D..;p D..•,., ...D o.'.: . ...D: 0.0,.:''... V' t, I•,, a;D..�:O .., '. / '.p ... D .. D 'D�:� .. D D ;p ...D:;. p..�•;p',.�'D. � pD D.r D 'D. :O "�. �D� � i D: D'.0,.; n'D..:D:.. P ...0.... :'.D.C.P':'p.D. P.:•D .:D'' R':�..p..� D•:'O .::DD'; D,: ....V...�. o:D.,..,.D i':D�D.:0'D DD.'y;'. .;D' D: 9:. + Ilk be doubled , or alternate connectors, such as shear plates , shall be used to maintain the load path. o.;of ;o . ....o.. . R. 9T as2a2� D .', 0.,:':...•D.. O...., p O'a�.D.. �eD�..:.:0 D....p. D:•;'�R'.�..: ...e. V :�. I..)v '.��..� ,,., ... ',, :....D .�, p,...,.'. ,.O'...Di:' D.O,}':. �.p'•,0...':.p:D��.. .0:'.. .'D ..0..., p.D,:..�. .;��;'.p�:. ...R....,p..,,. ..p.. .Or D.....p .•. �..:•.o;p;.'.p.,'D:�.;D.;:p..,D... � D;O���.O.':D ;'.D 2 When wall sheathing Is continuous over connected members , the tabulated number of nails shall be permitted to D .. . .. . . D:_.. . . 0 ...• 0 D.. D . ,..y. \OF �4 y be reduced to 1 - 16d nail per foot. N� SECTION DIAGRAM ELEVATION DIAGRAM 'DESIGN CRITERIA: ''::O.RouND SNOW LOAD-45 PSF. WEATHERING-SEVERE HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH ` FIRST LEVEL -40 PSF. L.L. FROST LINE DEPTH -36" {'1, LIVING AREAS -40 PSF. L.L. ','+'':',;';{:•!;''r''" ,, �,:.',•' TERMITE-MODERATE TO HEAVY '"bB DROOMS 30 PSF. L.L. y DECAY-SLIGHT k WI,ND SPEED - 1 PH ��O ` (Z1Y)er)CUCt / Y y, { S ISMIC DESIGN CATEGORY-B cci4oched) ICE SHIELD UNDERLAYMENT REQUIRED-YES Q p a a LYWOOD SHEATHING 2 X 6 STUD WALL STA 15-20 GAUGE STRAP TO STUD METAL STRAP @48" O.C. W/ (4) Sd NAILS + 12" FROM EACH CORNER r1 0 p WRAP AROUND SILL PLATE. USE 2 X 6 TREATED (4) Sd NAILS INTO SILL PLATE. : WINDOWS' -DOWS' - GLAZED OPENING E N I N G SILL PLATE PROJECT: ",' h NAIL SHEATHING TO SILL �� j ,FQR,NEW CONSTRUCTION , WINDOWS MUST BE PROTECTED VIA GLAZING MEETING PLATE USING 8d NAILS @ 4 O.C. D Morton Residence „yj { '1 ''I• .Yi 'LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 < 10 10 0 < 30 0 (2) #5 REBAR CONTINUOUS Y ,E I'` { ERMITE SHIELD AND STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES a a.;. Q r a o SILL SEAL. 'LOCATED WITHIN ONE(1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING a „ S/8 DIA. x12 A.B. @48 ,,•y ''"''{'''' !' : TO WIND ZONE Ill, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING i''+'':.'";a:I, ' '•.. : _ GABLE R❑❑F S O.C. — TYP. +12 FROM GRADE 6 MIN. BELOW HIP ROOFS » `''+; •„:, TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. p PROVIDE 8d COMMON NAILS @ 4 O.C. TOP OF CONC. { 0 <, 10 EACH CORNER. W/ FENDER WASHER. AT HIGH PRESSURE ZONE. .. @ 6" O.C. AT ALL OTHER PORTIONS OF THE I. \ �i ����i PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY : ° ° ° ° ROOF TYP. a a - WATERPROOF ALL A,-'CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 1/2" EXPANSION SEAL 4. URFACES BELOW Z ..'• f•' '••'.''' B�QUICK GUARD STORM PANELS. 631 -287 5330 saC�-4..� GRADE (TYP.) � Orient, NY OR o C'-PLYWOOD PANELS AS PER CODE " I � 4 CONC. SLAB W/6X6 #10/#10 WWM M DRAWING NAME: PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR 2" X 4" KEYWAY CONSTRUCTION 9 10� 0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. .. :.:'`.:± DOCUMENTS NOTE : a = 4 FT. IN ALL CASES (2) J5 BAR COVER SHEET D. 0 UOUS GABLE ROOFS X 16 PC. FTG. SET ON WIND DIAGRAMS 10< 0 < 45 0 UNDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: DRAWN BY: ACV SET: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: ACV CIS SCALE: 1/4"=1'-0" SHEET: CURRENT ISSUE DATE: 11-10-2006 093 d L,� � � Y •f k '1. r�+l�rl,r'r'r,•�y.''�I f�,} 1.,r',e.� Lr,•k •V , �N ��,•It 1 I ��rc A�, 1 �11 j� AQAM 28 South Harbor Rd. ryes{''L r; 1 outhold,NY 11971 :631.806.2537 $ I ' I 4 "?Ci ,.xl�hX 1 " ....._ ........_— m m � �J I ' � .'� :_ -_-_- LUtI• �#�7s�� F�tl � � 4 >; —r,' i, 1 k"A' i mmm�ll i l y� '�„ , ' _ :, J '•_ „�;, ; I �� ---__ - a o � � t4T�C x J 4�'16 1., J t�°,-r'. S t Tl r y 7 r I o o ', ' El �51. \ . . . [. El . Ix � I o 'i I,}•• •,i'' I I,'. �I -_,�'"`- ,Yxt _'tT*.;.....: � � ::1 1 -_�,(r_ ��', +� �_�,� �� ,iJf lr �� 4 }I: ate 1 r• -- -( L. ',7 7 ',TT ft7 4t '1 7 tT �11L'(' 4 _ `l rt rstl,• ' I. �- , t xJt it:x:.i;fn J`�T t;• ti 4 t `,1,. I,~<" i'n�rj t x':, t i±'�` .1r...t. rr._._J 41 xl .t`4��..,�F*�' 1 -� r a't I Ih{�rl' L-------� 11 db it .I.'�:103,jA' I. .'i yf SOUTH ELEVATION ELEVATION ��{ ;1, + IIIJr1 1 1 SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 2 ,�:P 1'�'t.,'41 I.� '.rl a" !t,•,4t,�;r,�, 11:"1 20 SEPTEMBER 2023 'r,y,{41, �'�i? � �, (•, i 4 PERMIT 3 BID SET 25 JULY 2023 ` 2 ZBA SUBMISSION 12 APRIL 2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 J.i1'.•4 ,'.1' I,�:r,r ''.fl��,.,,''i 1 N0. ISSUANCE DATE RELEASES :,�,{i�r`'il.',�Ij'''�,;r•, �',';. �s. SEAL: C.DvORChi 324 OF NE`N�C, : . . :, .................................. , yx . . I o I ' J k 4 - --- , •J - _,J'' ,. , +,,�C l 1- i,J I"7Y t f7Tllt`d x00 T� ' o r J,:', `[ r OOO ,� F .' - �t,�' Y,' {r t 1 t � 1 t, t 1, t t i'�,,',?; �'rA,�zn"',' z lt' kh. � �tr�$ i�� �r � . ., ❑ r'I..f o o 7 o 1 I e,' I PROJECT: ``1�:` Morton Residence NORTH ELEVATION WEST ELEVATION 3 I: SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" ''' ''1• ,:,,-N ,,,;; �x;,; "'�,I `t Orient, NY f , , r DRAWING NAME: PYRAMID DIAGRAMS �•,!F i{1r ,4��'Li':'ly'' I' �'rt,,r.t!'t.t.w,`rlti�' .M'�'�1�� �f� � ' , T',i9.4L J'Irl:i'•' 'r. !''ri�'t"'�•tl�. �" .1 � � � , DRAWING NUMBER: '. DRAWN BY: SET: CHECKED BY: i.i jY jb ;, 'L•.I', SCALE: 1/8"=1'-0" SHEET: +•'''k'' PROJECT No 22-01 OA r.i JI I,. 9 t I ,.I ADAM L -RCHITECT 28 South Harbor Rd. outhold,NY 11971 ,j 631.806.2537 .'�1'I' HEAVY DUTY CAST IRON }, �'ra: FRAME&COVER TO GRADE 6"SLAB FOR NON-TRAFFIC BEARING 8"SLAB FOR TRAFFIC BEARING y,J!•'; �. APPROVED INLET PIPE MIN.4"DIA. PITCHED PER FeOT OUTLET PIPE AS REQ'APPROVED D MIN.4"DIA. PITCHED 1"PER FOOT I if 1 rA I , "r'6. It „ NORTH SEA DRIVE a »t11t �•l,'r{ r1 .1C i,fl �,,' ,t"",,.1•rr+ `,,f u v p p• v u v- p d 'd ��y'ly err{ � h�� ur, � r ',;1,' ``I ' v '. � .' g � •" y. - �, o� a v d d, v d c , O d pd d d". p . . p p, d, d. d Q .• p p. ° d. d• p d G v .. o vd d, ad�. v'. v �d' ,d ° v v d 'd v d. vd p p p d N El ❑ 17 5.0 0' d 3'MIN.COLLAR S83°52'40" E B'DIA. r� yi,�' �','�''�i'', ' - ❑ — BACKFILL W CLEANSAND&GRAVEL '. . Per Natha orWin Survey DRYWELL DETAIL Dated June rd,20 0 3 ■ SILT FENCE El m ❑ "' REMOVE EXIST.BAY "''• — GEOTEXTILE 'ai',j` � 8' DIA. FABRIC '.t: (8' DIA. — i�DRYWE L WOOD OR METAL VRYWE // ✓ \ / / SUPPORT POSTYS P NCIPAL SETBACK _ _ / FLOW DIRECTION 41, EXCAVATED& EXIST. BACKFILLED GRADE HVACJQ'NDENSERS ❑ L� TRENCH \ / PROPOSED - y❑ L 2 STORY I EXISTING 20.0' ❑ SECOND FLOOR UNALTERED I ( I ( 4 PERMIT 20 SEPTEMBER 2023 15.0' I ADDITION 3 BID SET 25 JULY 2023 L z- I I I I 2 ZBA SUBMISSION 12 APRIL 2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 1 PROPOSED 1 STORY O 14„ N N0. ISSUANCE DATE DDITI - A 0 - -- J-9 �O RELEASES -- -- - REMOVE EXISI>-- EXISTING WEL REMOVE EXIST. OO UNALTERED ] ❑ I ( I I SEAL: OUTDOOR SHOWER PROPOSED 1 STORY ADDITION ❑ 0 I ,�EF7CD:A:qC ` o ❑ ��9 C. Vp y ZO .� r ` . - _ - ❑���� O SILT FENCE DETAIL 1 032421 \OF NEW EXISTING A" EXISTING UNALTERED O ",1' UNALTERED ^' '�•;;�,,,;'�,, ' r , � � COVERAGE CALCULATIONS D` pry'+4',{ 'ryl r Y y CV o 0 LOT AREA 24,903 S.F. (0.572 ACRES) 20% MAX 4,980 S.F. a u' PROPOSED 3 725 S.F. , o DRAINAGE CALCULATIONS pig`,t y';,, 71 r, ,n�i,,, ��: 1�y� ,g• f i O •- —_--. r PROPOSED RENOVATIONS 1409 S.F. X 0.166 233.9 C.F. �, 0 30 W TOTAL REQUIRED = 233.9 C.F 1 - 8' DIA. X 6' DEEP DRYWELL PROVIDED = 265 C.F. PROJECT: Morton Residence 1 SITE PLAN ' Orient, NY DRAWING NAME: SITE PLAN DRAWN BY: SWING NUMBER: i1'" CHECKED BY: SCALE: 1/16"=1r-0" SHEET: PROJECT No 22-01 1 ., 0 t r,.. t Al 87r�tJ,l ` 4,r,r y hl,l J. • 528 South Harbor Rd. out hold,NY 11971 �l,'it'•,' ,',r ;`, 631.806.2537 I' i. 1� REMOVE BAY WINDOWS& ';'+,'•:';': "' CONCRETE FOUNDATION WALL REMOVE DOOR REMOVE EXIST. SIDING @ THIS WALL f1, s SALVAGE r M rd !', r •, r ', a 9 t + p 1 k STOVE FOR RE-USE d' �htSJ,rI ' ! ,��' i .t'rn ,'k " ' :f °:i , �i,•=� :'�. k. J!k'� +' r •�,' Y ?'.'f r' 1�'+!, 1 i .e.e ..r= ddIt EXISTING UNALTERED 4 PERMIT 20 SEPTEMBER 2023 ' $, ,,;';„,„''r„ ,,r�' ''`I t':,•„ 3 BID SET 25 JULY 2023 2 ZBA SUBMISSION 12 APRIL 2023 ''r" i.•'.,,�,; {.r;= REMOVE DOOR REMOVE DOOR 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE i...',a.'',•, RELEASES '` ',, REMOVE SEAL: CABINETRY Oo EMOVE AL Q��POP,M t' LUMBING IXTURES 9 �32421 y�Q� tOF NEW '` TO BE DEMOLISHED PROJECT: Morton Residence ,1 i1r�+r ' J¢ i. Orient, NY 1 t DRAWING A j I+�'r.l•i°f'S,JI?'�14�Irn, �v;• N ME: FIRST FLOOR DEMOLITION PLAN fl j. DRAWING NUMBER: DRAWN BY: SET: i l CHECKED BY: SCALE: 1/4"=1r-0° SHEET: -�1 PROJECT No 22 1 • 1 'F; i''',,i 28 South Harbor Rd. S outhold,NY 11971 :631.806.2537 .11j1�r lY,",�,rj,„�I„t• '!'•ia;,c'I,T:,yw'n.r;;, y ^4'.. 'ql Ir9 II.', I'.nf'n .. ,Y,e /'FYI;•, •;, "1': 'Y4 4�,IF,,I,,I "t 1'. Yr''j.,,';i't:",'';n r„ •,',+' �• , REMOVE ROOF 11 a, REMOVE r;�Y•. TOILET&TUB {• "; :F REMOVE ROOF 4 PERMIT 20 SEPTEMBER 2023 SALVAGE 3 BID SET 25 JULY 2023 2 ZBA SUBMISSION 12 APRIL 2023 r1�4,'I II SINK FOR RE-USE 1 BUILDING DEPARTMENT 12DECEMBER2022 REMOVE STAIRS N0. ISSUANCE DATE RELEASES SEAL: REMOVE ROOF . ,��RED A/�C C. vpZO ti EXISTING UNALTERED •Y i ,n . •lrY"tr'IrY'�{ t:. "`t'`r '1:'1.rlr;,� ,y 'Y ., Aa,r`� � 4 REMOVE WINDOWS REMOVE WINDOWS Y1 't `I' I �`YI'�'1 ',144uy .I ;r', Y, ��i'�.�J�;,;tiT,hll`;'•' t,r'1gM"�'h",1•`W, '1 TO BE DEMOLISHED PROJECT: Morton Residence • a Orient, NY '',t;l''.•, DRAWING NAME: SECOND FLOOR DEMOLITION PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: SCALE' 1 4n=1Y n SHEET: PROJECT No 22-01 j • Y9, ::� 1 I �l 1, .• 1, f b, Y 28 South Harbor Rd. outhold,NY 11971 {�, :631.806.2537 •4. 6 r +,+•', ' 4'-8" 18'-41/2" 8'-4 1/2" T-3 1/2" 18'-9 3/8" #5 REBAR W/2" HOOK @ 12"O.C. TYP. # REBAR W/2"HOOK @ 12"O.C.TYP. s ILLED I qTO EXISTING " """""" "" DRILLED INTO EXISTING '`�'+' CO WA L & EPDXY SET AS REQ'D ONC WALL& EPDXY SET AS REQ'D ; NEW A A TC Q D A — — — — — — — - - - - - - - - - - — — — — — — q I 3 0 'i•1,1t,t.4;'7,{. .r;,.,r'•,A, 4"X4"STEEL i ,� :;; '''. ,r.',;:• .:;,,, I COL. — � ZL SHELF TYP. — t ,''4,,1�,, ,;, ;;,'',. .,;'•1, {, I 001 BEAM i.'+,51., „ u''' '. ; 4• ,u' i I 1 I LINE OF EXISTING FOOTPRINT LINE OF I I POCKET ' I I FOUN ATION I 1 1 TOP OF FOUND.WALL WALL C�ANGE ELEV: 01 1' 1k I I TOP OF SHELF 4"X4"STEEL ❑1 I 4"X4"STEEL `� } I I W ( 1 ELEV: COL. I 11 COL. 4 PERMIT 20 SEPTEMBER 2023 ,r';C;' ''I„';, •. : I BEAM r — — I r — — , POCKET I I I I 3 BID SET 25 JULY 2023 2 ZBA SUBMISSION 12 APRIL 2023 I O �- _ _ _ _ _ � �- —,— - - +— EXISTING SLAB ON GRADE 1 BUILDINGDEPARTMENT 12 DECEMBER 2022 I I O� I I I I J m I n I 1 L — J NO. ISSUANCE DATE I,vi 1 W 1 1 — — 1 I — / /� RELEASES - • 12'-1 1/2" 1 —1 h12" V-101. i d' SEAL: FULL HGT. I I I CRAWL SPACE DN I I EASEMENT I I I 14" P.C. SLAB ON GRADE Vp� 4" P.C.SLAB ON GRADE I I W/6x6 W1.4xW1.4 WWM CUT EXISTING Q ! F n,, W/6x6 W1.4xW1.4 WWM I I I /WALL DOWN .x I ' I I I I AS REQ'D * 1 1 1 1 w �- - - - - - - -- -- - - - -- - - - - - - J I L- — �L 032427 Q� F — C — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN PROPOSED SLAB ON GRADE :• N #5 REBAR W/ " HOOK @ 12"O.C. TYP. I 1 4" P.C. SLAB ON GRADE 1 N DRILLED INTO EXISTING W/6x6 W1.4xW1.4 WWM 1° ' I CONC WALLI& EPDXY SET AS REQ'D i : - - - -- - - -- - - -- - - -- - - - - - - - - -1 77 D — — —— — — — — — — — — — — — — — — — — — — !''i'i '' I 12"SONOTUBE FOR POS FROM OUTDOOR SHOWER { PROJECT: 18'-4 1/2" 8'-4 1/2" / /7'-3 1 2" 18'-9 3 8" Morton Residence d+ Ali f NEW CONSTRUCTION i','�a :41' •�, �I .;,'',, �":r � Orient NY (2) 1 4"X 9 "' LVUS - MIN. HEADER DRAWING NAME: 20' BASMENT PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: SCALE: 1/4"=1'-011 SHEET: 2 * 1 PROJECT No 22-01 s I 28 South Harbor Rd. outhold,NY 11971 631.806.2537 i, r f • �,y,',1,�.,I;1}::,•,r'l�,r�r11•:,.t•r,,' i�')�'.\'!'r, -i : i 44rkk3;�,4.ir 1,{'tl',.�,'r', ;:ry�,�','!1,•''k!°L.!'r;r„ +" I 15k'f4,,RJar;i,l ' ?t t ,i„ �t 6 4'-8" 18'-4 1/2" 8'-4 1/2" 7'-3 1/2" 18'-9 3/8" 6-0 +I ' . LOPOSEII11 °k,, • - 4 T• ONE OVE. SL Ln I PRIMARY SETBACK LS. ............ .. 00 LVAGED—PE[LET�TOVE-- -- -- ..5._....--_L.._............_....._. — t -- �t—L-P—"- S—RE D E PROW) UFAC-LIRER , rn f S � B'A�M __ __, ...._......TI •',,'','''' O W.C. L ... L. _OR.�.. ......._.._.._.. -- ...__....... ---... ....._W..._._... ._. _ Y '''k:'.,';•, ',' ---OOD FLOORING — 3 B , N L.1.. I W {f I wig d s I ', ` `• — --- --- ---- 1 '_k -- -- -- -�--- ------------ . . ..' � �TQ.N.E.SLAB.. —. -r t f:.: --- ... — --- k��'``;';: .' , # t LINE OF EXISTING' ---- _.... ..._._.......................... _ . __._._........................ ...... r{ � .... _.__._............. ---- _ ...._......._......_.__._ PANTRY P -- ....................... ................. ............. .................................------.................... ................................... ................................................ ........................................................................................................................... ......................................... ..... ................*7777� - �; ¢a� #! „ --- ----- - - ..._.....-- -- I - ------- —-_103. _ - �^ p 1 __ ._—.__ — —_ _ EXISTING UNALTERED 4 PERMIT 20SEPTEMBER2023 { A - 3 BID SET 25 JULY 2023 _... ------.—.—_...--- .... //��f D FLO LWAY -_�Rr��-_--. �JJ 2 ZBA SUBMISSION 12 APRIL 2023 o _.-- OD FLOC1R11�7G-_--_— o ----- - -..__......_. .................__..--.._...._._. ... — _.._......... .._......_..............._.._._.__...........- - - - _........... ... ........ . ...._..__._........._...._.. - -- I BUILDING DEPARTMENT 12 DECEMBER 2022 , - -------- --- --------- '� ---- -- --------------__----- - -- _— --- N0. ISSUANCE DATE I L ................. .................... ................................BEDROOM——...................................................................................... .............. 171. �1 107 I RELEASES '',9"I .',•, ,, :',',' '':',;, , •; ,' - ------- - -- -------- —.._.. --- TUB --- _ I SEAL 10 .3 G H D L —I—� , I ....... . •,tk',I,; . '�i, rl,,j`; r. ',',r.. �;, I _ Gi)D'FL QRrNG _ _f...... _—_— — — r ,', ., ,.r• , 't. 4 { ,• ------ -------- ----- ---I'--{ ---- -- - ERE A D N r ; t I c. I i I , i, Y ,u r ', ., , „r''�'' � �•� � -(� mow♦ 4 r i � 1 ft N W.C. : , F t : I Q 32421 ` 242 P ' � 107 1Q8 109 1 0 116 111 , r 104. >:,';'}�,�;,=! ,':,;:� . r.';$" ' ';i; ;,,. � ------- -- LINE-Of-EXI STf NG ------- ---- -- •- t r'tl.,.4�er,{.;Itn I,.,•;'r�' �.,'t,' I N — ---- --- - t ----- --- -- --- ---- - -----SHOWER if �: ! 5 ; . � SE. _ "L L I ; __ _....._...._._...._..._.............— — — J. 114 115 +a'.' , PROJECT: 4°-8° 18' 4 1/2" 8'-4 1/2" 7'-3 1/2" All 18'-9 3/8" Morton Residence a •,"' ' 1 2 3 4 5 6 "1 rr °"! NEW CONSTRUCTION Orient, NY DRAWING NAME: • 0 5' 10, 20 FIRST FLOOR PLAN Irl, I .' DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: Ci�itl+ r;•`1 , 'r lry'a k rr,'C" u , SCALE: 1/411=11—O'r SHEET: Iha PROJECT No 22-01 22 I 28 South Harbor Rd. ,t Southold,NY 11971 q ' rj 6 18'-41 2" 8'-4 1/2" 7'-3 1/2" 18'-9 3/8" t� F ,• a I . PRIMARY SETBACK f , tLl op _ . .I_ 00 f` I, rk f1� r �r', � V.. k',�tyl4�k,,'I� ,i,e Y , t„ + CL - l0 5 V �.+�+{a.,I '�' � ;, � __�.... 1�IL ...fit RfNG: \ \ _ 00 FLUEJ 13EDROOM No.3 CARPET BY OWNER 1, B NICHE CIL 201) LU I r, 1 a r+ -203 I NEW ROOF 205 _......' -............_................_........._..._..... __� ....___._.......__._....................._................._......_._.. _.... _......__......__.-_---- E ST IR ' , WQORF R11V� IOn G /� D.R.1"lL 7. L , I •. , t 4 PERMIT 20 SEPTEMBER 2023 — {r',',' ' — $ _ 3 BID SET 25JULY2023 '.,:•' p o 2 ZBA SUBMISSION 12 APRIL 2023 1, I \ I ai 1 BUILDING DEPARTMENT 12 DECEMBER 2022 9 N0. ISSUANCE DATE RELEASES BEDROOM No.2 / \ BEDROOM No.1 I CARPET OWNER L — — — — J SEAL: ROOF NEW R CARPET BY OWNER ,z -------------'-- -- , oRc i w: ,. , s, C C 0 '1 P 3 242 + @OV71 206.1 06.2 ____-.__-_—_� �. F NEw } _... E , , . _ — /,•,q,' •' -.....-'-'—'-------.......'- _..._... ._..._._._... _....._.._._.._..._...._..__.. _...._......._......_......................... ^ I I I I I I — — — --- — — -- ---_ — --- — — — p EXISTING UNALTERED �t =�TI`Y•1 rntif;,, •,I,;' {.t PROJECT: a 4'—g" 18'-4 1/2" 8'-4 1/2" 7'-3 1/2" 18'-9 3/8" Ah {�N ; .4 Morton Residence tl ',,;,nr'f 'I'�r',, r'r fn Y1• �� {4 p' ��•'+ r .�J I I I,', , nfi ,i•I'. 1 ' 1 r NEW CONSTRUCTION ,•�,yr,� , + , ;'; "; ,, Orient, NY DRAWING NAME: SECOND FL ° 5' '°, 20' OOR PLAN I �r, "y,' `ate{J1 1, DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: i' SCALE: 1/411=11—°" SHEET: PROJECT No 22-01 293 If J:j,d:` `:4 1•:,,,' I is , ej iJ'i ,d'j �II,^,I,; .9,';'' ',Y,',(:'•' 1 I'' } I � , , 28 South Harbor Rd. 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Z _ � � ...__ ,_.._. ._._i.._ T.....�_ . ll�. 1�.1, . .rI.T.; I i_ I 11_: �.II,� _.1 ;.i,ti,r 61°1, I I I I 1 .i1;' I ` I I I I Orient, NY ;' jtt,l "''I',, L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I DRAWING NAME: }, . ;:,t „ i i i I NEW CONCRETE FOUNDATION �,.',,, I I- I I ELEVATIONS 1'1r'�!'''i1 `1''' "'' - V,,;S,:,I .,t'J1 ,1, � I I I )'i�, ,''{ , i `t' , ,t,' I L- 7 I !�T i v L - - � T I r,,t I t" , !}'p 1, 1 , I,1 1}f , ,T, 7, , .JII d', t V .. a� 'II{,: I'1. £' �• ,"r.,p j NORTH ELEVATION DRAWN BY: DRAWING NUMBER: ,I1. 1. 2 l,t :� 1 :"I I I ' ^, N it ,r,' r'I" I I n_ I n SET: t:a?�2 1 ',a,a', , ''r„>� Y. ;S r 1 :" I. SCALE: 1/4-1 0 CHECKED BY: 1,'',,c1 t a It,, ?', { I i�i jb�I1 If' 'l yyt ,,,,,r1.,1 i ,I .f 6',k'rw',t.(+,�?'�)''1,;!, y, i,,, I"'I SCALE: 1�4"=11-0" SHEET: Gig{ t I{ , ,,,'I „ 1 {I��{, 4�r;hi ' I. '"t ;' I " '�' I I I PROJECT No 22-01 3 1 jF , ")!', ,l,,I:,I,r 'tl ,r" 'y i Pf l 11 t4^J'/,,',:I•',• t,'a', 1 ':r'I i 4 9{A r'' .f, ----- - -- e ji; ,,,, : I AM ;1K ARCHITECT 28 South Harbor Rd. So uthold,NY 11971 TOP OF ROOF 631.806.2537 GC TO MATCH EXIST. J. EAVE CONDITION 1.I i:i:L1.l....L,l.1i ! (11( ( llll I::.III11I..II Iil:1....II t_I:_III:II:.I::I:.1�I i I:1 11. 1:11_i..1:I I. L( L I_I::: L,1,1. I I'EI:(I l.l.. ii r I r' - " '� ''' ' I.11i1il . .(1iLli��1I1T11 : IICi � lii1_(1 T..� .. '1.:1.::i1:...1...I.:1 ...... BUILT IN GUTTER I ? ? 1I< BUILT IN GUTTER 1l (.+.111, IIil 11Ii�TI 11 [1 1i (1Ii1TI 11 I [It Ut I ,t'.,., 1.( ..(i[:.. i....li1..1L_I: .L1II:IL:C.1_I.I;1i 11 1:. 1Tif11 11_..111_[ L.:l.._111,11::..T:I:..ITI.1.... T. :T.I L.I 1.1.L-L I L..I LL.I..L.11L..I,1_l,_1..I_l l....i_I..i:.I—L I l 1,�1 i.L1-.1...I. .1 I1 r L.i I I.I 1 I l i i1.,I.1...i.I1._!L.i.!.._11,I.II.1..I _iI.I II i. 1Li'1..._'1_l..)1.>1L1..! 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I I DRAWING NAME: ELEVATIONS I DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: WEST ELEVATION 1 ,,.�'' '•� ' � SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SHEET: PROJECT No 22-01 J 2 i, • , ,Y9� 4:,„'�,•j�61.,;rJ,,xy'a�'e r,; 'r::'r' ,,,,,, '1'i ly ''•( r , rr r ,'', ' 1i,1 1' Jp .1Yn h 28 South Harbor Rd. ihl• ;`i r t' r'.s outhold,NY r 11971 :631.806.2537 rf I I I ,AI ` ,ii} tit ,, '• 4 PERMIT 20 SEPTEMBER 2023 t ''14;''' ' ''''• "r; r,' "'r O o 3 BID SET 25 JULY 2023 HALLWAY zo 2 ZBA SUBMISSION 12 APRIL 2023 Jr PTD.GWB ',�i�i i1a,!i '•'i l '' .('r,r� ,, h I DEPARTMENT 12 DECEMBER 2022 PTD.GWB DATE „I ''"�, Qil^ ,•t'4 '!+ r, CH N0. ISSUANCE MAT EXIST.TRI RELEASES t � SEAL:I { MATCH EXIST.TRIM aED A , � � r EXISTING UNALTERED 4r 9 1+i';,tl 1 FRAMING PER DRAWINGS ASTER BEDROO M I ING ROO bo t ` ? PTD.GWB 1� li TF CRAWL SPAC 4.1 5 FRAMING PER STRUCT. 4.1 r DRAWINGS r BASEMENT I I r— ' I F— PROJECT: Morton Residence } ' 1 LONGITUDNAL BUILDING SECTION Ir 1 SCALE: 1/4"=1'-0" `6 �.`A, ! Orient, NY DRAWING NAME: 1 , BUILDING SECTIONS I'll,Ll lj. JJ k J t ' DRAWING NUMBER: ,,�};t,.i`4, f,l, , `r ,,. +,r•'. DRAWN BY: SET: I'" A j,1 ilb}+p�`4'���',,I�i I',,I.' ,f•1 i,• ,},. "r, ', l CHECKED BY: SCALE: 1/411_1r_0 tr ,e.}�r �a,'�. ','• r,' ', SHEET: �'�r 4 .•I '',,. PROJECT No 22-01 28 South Harbor Rd. outhold,NY 11971 :631.806.2537 I SKYLIGHT a, PTD.GWB ';Idd',i ;•,�'L:'' '`'.., '' I ATTIC FRAMING PER STRUCT. I 1 DRAWINGS 3 i'f�li e i}1'r,°j�i('bry a1 Sri`,•'I'k;v PTD.GWB 4.1 0 { BEDROOM No.1 LLWA BEDROOM o.3 BEDROOM No.1 B ?�suw!'r��'' ' r. , ,1;� r, ,��; �• -I ., PTD.GWB MATCH IST.TRIM L }'y} FRAMING PER STRUCT. DRAWINGS { OPEN TO LIV.RM/ r• ;';'' ' •'1` .. KITCHEN EO LIVING ROOM I ROOM PTD.GWB MATCH EXIST.TRIM I vii 'Sri"'`. 3. 4 PERMIT 20 SEPTEMBER 2023 3 BID SET 25 JULY 2023 2 ZBA SUBMISSION 12 APRIL 2023 1 BUILDING DEPARTMENT 12 DECEMBER 2022 ' NO. ISSUANCE DATE RELEASES CROSS BUILDING SECTION No.,;��,, .'•' 1 1 20 CROSS BUILDING SECTION No-2 SEAL: SCALE: 1/4"-1'-0"—,'•1SCALE: 114"=1'-0" C°oAOy� �32421 V,Of NVN l61 I, 'r I �ATCH EXIST.TRIM 1 1 I,, ,iya,„i.r„ �,,;,>'.,•, ;: PTD.dWB ja�1r'1L:.,�:''I, ! I PROJECT: BUILDING SECTIONS .1 FRAMING PER STRUCT. DRAWINGS I BASEMENT I I Orient NY DRAWING NAME: BUILDING SECTIONS I I - , I I DRAWING NUMBER: .r,•d DRAWN BY: SET: CROSS BUILDING SECTION No.3 n ■ r " CHECKED BY: / SCALE: 1/4'=1-0 1 1 i fl'r'I,• SCALE: 1/411=1'-011 SHEET: PROJECT No 22-01 3 -A AV t�Jl�l I:A'�dal:11,1•'r'w :rjl',.+, �r:;`�i:,,lk�^�,, ,o+t. !v y: ki rA 1y AQAfi n�Y:{�+�r'� �',Il,:,lii,r1'r\ ,/.'•t '11,v. , 1 I�'t'ii"�u'"I�:f,1,r'; "•r,i.?" ';' ;r;, 28 South Harbor r Rd. al .(I ' ' ,,,• :63h 971 8062537 t'7Hel�el!.41;�,1roi�,� ,' �,1 ,a, t:, '�•'' I 14 BUILT IN ; GUTTER WOOD FLOORING PLYWOOD SUBFLOOR FLASHING PTD TRIM ,y1'' j m SIMPSON HURRICANE CLIP ;;F'' PER STRUCTURAL DIAGRAMS "' STL ANGLE SUPPORT ^ WOOD FLOOR JOIST, SEE STRUCTURAL ,�,I ;' • . 00 6"CROWN sv AS REQ'D ; DRAWINGS FOR TYPE, SIZE 8, SPACING " 5"LCC HALF J INSULATION Z� ROUND GUTTER Ln FLAT STOCK !a' M DENTIL MOULDING TBD EAVE DETAILS TO N MATCH EXIST. GWB, UNO, SEE RCPS I ' VERSAWRAP CROWN KIT .j tAti��' •�� ' WINDOW UNIT j1A, t rid,L. EAVE DETAIL 3@ BUILT IN GUTTER FLOORS - FRAMED - WOOD 2nd FLOOR SCALE: 1 1/2"=V-0" 9 SCALE: 1 1/2"=1'-0" \" I 2 BID RMITSET 20 SEP 25JUEY 2023 .}� ��^pl F;ilfi�'\'' +'I ?,•'i;;t,!r;' !`, 1 BUILDING DEPARTMENT 12 DECEMBER 2022 I11, ,-Ar• 2"OPEN CELL r'. `'.i"''.�: NO. ISSUANCE DATE SPRAY FOAM I "',�44 ` ,. L•,�, '''r',; ;,. ."; n. , , { BATT INSUALTION RELEASES INT.TRIM TO �" SEAL: - ','ii,. 8"X8"VERSAWRAP KIT MATH EXIST. SIDING TO MATCH EXIST. �ED ARC ,�.,, ,a 5 r C.V Toe .. CDX. PLYWOOD $ —WOOD FLOORING i+f WOOD FLOORING SHEATHING,��;��;';;;,�, II ,• STONE MORTAR SET RADIANT HEATING 3" PLYWOOD SUBFLOOR ' SIMPSON MST-27 4 * a •)i VERSAWRAP BASE KIT 1 z"WIDE 20 GAUGE STRAP WOOD FLOORING PLYWOOD SUBFLOOR > 48"O.C. 4" PLYWOOD SUBFLOOR #5 REBAR 24 Q STONE RISER 10 MIL POLYETHYLENE° ` HY N T LENE VAPOR �F NE ° d a ° RETARDER ON SLAB PER WARMBOARD ^ ANCHOR BOLT a SPECIFICATIO o NS ° CONCRETE SLAB ON GRADE ° d / / / WOOD FLOOR JOIST, SEE STRUCTURAL . d °.. 00 00DRAWINGS FOR TYPE, SIZE & SPACING \ \ \ \ \ 'd # INSULATION o 0 0 R/C�pJJ/ \ � o 0 x \\ \\ ° \ \\ \\ \\ \\ \\ \\ \ GWB UNO SEE RCPS - - DROP CONC. ° ° \\ \\ \\ \\ \\ \\ \\ \\ \ _ FLOORS - CONCRETE - WOOD 6 \\\\\\\\\\\\\\\ FLOORS FRAMED - WOOD 1 st FLOOR 7 WALL SCALE: 1 1/2"= V-0r1 SCALE: 1 1!2"=1'-0" a 1 oP° .r;:�.'• -- I — ------ xx \ _..._--- 4 ° \ \ \ \ \ \ \ PROJECT: 10 014. 4 4 \\\\\\\\\\\\\\\\ Morton Residence a /\ /\ III- III III III - 3/4 ,,)wi'r :,,.� ',''I,•I _ WWM ° d 5 1/2" I"± ° / 10 MIL VAPOR ° \ \\ j --.._._ _....__...._ BARRIER \ INTERIOR EXTERIOR i. °4 dit \I 2'�X4" KEY _ 41 U) Orient, NY X GWB I =r pppppp INSULATION ° '° Q m WOOD SHINGLE. ° d Q WOOD STUD AT 16" OC ��, ,! �'��,r'A�:'ll•'.�,.":,�,',,,1',,.:,,,,,�,'1''.,,ai., ;�, :,&.;:r° T� ,`�.I I _ I I .° � d I ( I ( - - DRAWING NAME: ) AL L SEAMS TAPED!N•`:}.jI'''�a�� ' ,Y;'i''III , „;;1;. \` I I I I i ° a ° �° I ° -- -I -I z AIR WATER BA RRIERw % d PLYWOOD SHEATHING WALL SECTIONS ag DETAILS WRAP UN{>t T E (31trr GWB 2X6 WOOD STUD AT 16 OC k : -- ,� INSULATION SEE PARTITION TYPES FOR INTERIOR DRAWING NUMBER; 77 DRAWN BY: SET: CHECKED BY: PARTITION - GWB - GWB STUD WALL - WOOD - SHINGLE / SHAKE 1 i'�' '.,' • E W-X SCALE: AS NOTED SHEET: WAL ..SECTION @ PORCH WAL SECTION @ MASTER BEDROOM 6SCALE: 1 1/2"= T-0" 8SCALE: 1 1/2"= V-0" SCALE: 1 1/2"= V-0" 2SCALE: 1 1/2"= 1'-0" PROJECT No 22-01 41 71 ", 28 South Harbor Rd. outhold,NY 11971 :631.806.2537 Jet �'�/'I•.41n'li{.F�'fl,', S',If'"r. a:",i^'ti ur,'� ( J{ Olf,l:'.. ;' •�"I�fi�JC•'':(�1''.Y.,;1-Yr ,.4 ui L"; �,", }„ 18'-41/2" 8'-4 1/2" „.;;i' 7'-31/2" 18'-93/8r' cr -T7't'''p;f'r"�'"!��' iil i; 'k+•I, , , ' #5 REBAR w/2" HOOK @ 12"O.C. TYP. # REBAR w/2" HOOK @ 12"O.C. TYP. ILLED INTO EXISTING ' RILLED INTO EXISTING f • ' CO WA L&EPDXY SET AS REQ'D ONC WALL& EPDXY SET AS REQ'D 'r�nrY4 ,y'!I'f; ;'$ NEW A ATCH IN (i'1 Q' I : r Iti; I — — — — — — — 14 4"X4"STEEL j�. • I I COL. — - - - - - - — — — - - - - - - - - - - - - - - - - - -� I _ mm - - - - - - - - - - - - - B i '; I - - - - - - - - - SHELFTYP. I M — rt a ,`r / I LINE OF EXISTING I I BEAM FOOTPRINT POCKET >fb ILINE OF I FOUNgATION TOP OF FOUND.WALL WALL CHANGE I N I I 4. ELEV: I I W I TOP OF SHELF 3—0 I I I T-0" 4"X4"STEEL II 4"X4"STEEL W I I ELEV: COL. I COL. ' y ' BEAM w r — — I — — , 4 PERMIT 20 SEPTEMBER 2023 „W POCKET N O I I I / 3 BID SET 25JULY2023 J •' . '; O I O , W 8 X 18 I I 2 ZBA SUBMISSION 12 APRIL 2023 mm EXISTING SLAB ON GRADE STEEL BEAM I m 1 BUILDING DEPARTMENT 12 DECEMBER 2022 NO. ISSUANCE DATE W nl @, L — � — — 'J _ I It j RELEASES 12' 1 1/2" 1 — 02" SEAL: FULL HGT. I I CRAWL SPACE �ENED ARC DN BASEMENT I I Ir �5 c.von 14 P.C. SLAB ON GRADE � p�` O � 4" P.C. SLAB ON GRADE I I IW/6x6 W1.4xW1.4 WWM CUT EXISTING W/6xB W1.4xW1.4 WWM I I WALL.DOWN g 032421 Q` - - - - - - -- - - - — C �C - - - - - - - - - - - - - - - - - - - - - - - - - ;k, a I PROPOSED SLAB ON GRADE I N 5 RE w/ " HOOK 12"O.C. TYP. @ I N# I .' I 4" P.C. SLAB ON GRADE � DRILLED INTO EXISTING I ur• I W/6x6 W1.4xW1A WWM CONC WALLI& EPDXY SET AS REQ'D L - - - - - - - - - --- -- - - - - - - - - - - - - � �i'!,'�'�s',i';i�•:i tr' '„I,�rl. ,p ,;'n. N V ' I ":'... <'•' '13 ,_. ""r,> I:i�r1,4.,,{ ','I, ;:; ,�.• '; r ,',' D — — — — — — — — — L - - - - - - - - - - - - - -- - - - - - - - - - - - - - %11I( i;Ij}I�:;�1' rr, :flr�,r.'''�';•;I'r' 'x, !• I t,,1�++5!���{fl�',�;,;`I,;;�., q�l„`t"�,•.,,Yi'.,' r"'h' ,C'.j I 12"SONOTUBE FOR POS FROM OUTDOOR SHOWER PROJECT: 4'-8" 18'-41/2" 8'-4 1/2" 7'-3 1/2" 18'-9 3/8rr Morton Residence i• �•,�' 1 2 3 4 5 6 I NEW CONSTRUCTION Orient, NY r (2) 1 4"X 9 "' LVUS - MIN. HEADER `t DRAWING NAME: 5' '°' 20' FIRST FLOOR I• FRAMNG PLAN DRAWING NUMBER: DRAWN BY: SET: Ir!'r l CHECKED BY: SCALE: 1/4"=1'-011 SHEET: 4� `>I'r' PROJECT No 22-01 2 * 1 Art` t17 4�`�4,�•13�.;+•I;it J '1�'�`';;:",," , 1. 'i 114•In�'I It,' ;'' '', "i,' .I. S'1■f" y RCHITEC 1 28 South Harbor Rd. + sy, 11•,I j ;' f;1 ISouthold,NY 11971 631.806.2537 "T 'f� I 2 3 4 5 6 4'-8" 18'-4 1/2" 8'-4 1/2" 7'-3 1/2" 18'-9 3/8" Ile I ,y ylG` 3 i' PROPOSED PORCH 'I•+• .+ — — TRIPLE JACK POST q — — — — — — — „gin — — — — RIM — — — — — — q S. 00 I I MASTER = UP BATH ILL Jr } o W.C. {yft tr I ll y , ,�';;rp ,, •I' i I I I I C71V A, SH ER fit',r 1 LU Ik y,l'i. J .1;1., 4r''�,{ •";!4 n• ,l°', X I In U 1os o a PANTRY POST ( ) a x 11 LVLIS 3n 711 �;99.1y,V,',j,;•b• ;rq,' �'P,i,;,.,:,;•`�;,,r;^ ,;^ I � I ,� � 2 1 $ r•G try a' "C r' •1 y .Ir:. J1 9 61,1i J I �I 103 4 PERMIT 20 SEPTEMBER 2023 f, r EXISTING UNALTERED I 106 HALLWAY _ LLI 5 2" 11 �"A B RIDGE BEA 102 BID SET 25 JULY 2023 p 2 ZBA SUBMISSION 12 APRIL 2023 I 9 1 BUILDING DEPARTMENT 12 DECEMBER 2022 r< I - I NO. ISSUANCE DATE MASTER _ ' ';' O BEDF�OOM I POST I 107 I ® 105 C� I RELEASES I I I I I I O TUB I S, SEAL: ;• : ;'; Dlv X I W.I.C. BATH I I I No.1 r ( I I 2"X POST I _ 1 3' b r ' t3) 1 a x 9 2 LVL'S �( •` 4" 11 $" LVL s w!(2)a"x11"S Plates-FLUSH BEA C — — { — s_ _ter ..• ---- — "` — — C a3oil 2421 o u Io KITCHEN 104 N OUTDOOR X N N SHOWE I N L - - - - - s.- - - - (3) 1 4"x9 2,1 LVUS GY1— V __., 74 I I I I I I I .t yx{r'la'•ij•'r. PROJECT: 4'_8" 18'-4 1/2" 8'-41/2" 7'-3 1/2" 18'-9 3/8" Morton Residence 1 2 3 4 5 6 Aill�'"' I , !.ay,l, '' , i ( •Ills y , ., NEW CONSTRUCTION 'i,:�: Orient, NY t ' (2) 1 a11X 9 2" LVL1S - MIN. HEADER •r' a' . DRAWING NAME: ° 5' 10, 2°' SECOND FLOOR FRAMNING PLAN �11 i;1 I fl 1`kJ•t is 1 ' , , ty , ;.1,''p ,•, , .• DRAWING NUMBER: DRAWN BY: SET: f 1 CHECKED BY: SCALE: 1/411=11-011 SHEET: 1''.` ' PROJECT No 22-01 202 28 South Harbor Rd. outhold,NY 11971 631.806.2537 f; d, 1 r•. y 6 8'-41 2" 7'-3 1 2" 18'-9 3/8" ��;, � t ya,. ;i., �I�' 4'-8" 18'-4 1/2" / / t� i { a ,1 .' t1i !J A — — — — — — PRIMARY SETBACK — :.;, — — — — — — — �'�' '. 0 BATH No.2 CL TILE FLOORING \ EDROOM No.3 g — — — — — — — — — - — — :iIk x N CARPET BY OWNER CL w 3a, 7a, I z 4\A'ST IR N NEW ROOF 1 (2) 1 a X111 e LVL'S RIDGE BEAM I p CATH DRAL WOOD FLOORING 4 PERMIT 20 SEPTEMBER 2023 3 BID SET 25 JULY 2023 2 ZBA SUBMISSION 12 APRIL 2023 0 1 BUILDING DEPARTMENT 12 DECEMBER 2022 01 .. ', \ NO. ISSUANCE DATE t, �; �; \ RELEASES BEDROOM No.2 BEDROOM No.1 — — I SEAL: NEW ROOF CARPET B OWNER N —x L CL — — , CARPET BY OWNER UvpRchi � y i \ // �����pM Cps• ��`C�;, y,.4,♦,.. ''L, r� I'' �p, . a 9 I 032421 P� �f f 1 �,� ', '•� � OF NEw N tD k i�fe!`'4,'.;�;11�'L;f. n,n �•v, ,,,'y, ,,.` I I I I I r ry. EXISTING UNALTERED PROJECT: 4'-8" 18'-4 1/2" 8'-41/2" 7'-3 112" 18'-9 3/8" - Morton Residence ' 1 G 3 477 5 6 NEW CONSTRUCTION Orient, NY (2) 1 4"X 9 2" LVL'S - MIN. HEADER DRAWING NAME: 0 5' 10, 20' ROOF FRAMING PLAN DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: SHEET: - 29 PROJECT No 22-t�1 3 a ri''11 Ov YA }II POWER&DATA SYMBOLS 2g South Harbor Rd. outhold,NY 11971 :631.806.2537 r ELECTRICAL OUTLETS/DEVICES: SMOKE DETECTOR 0 SM SMOKE + CARBON (ED DETERCTOR S1C WALL MOUNTED CARBON DETECTOR S/C DUPLEX OUTLET NOTE QUAD OUTLET NOTE SWITCHED OUTLET 'llp NOTE El 13 PROPOSED � I PORCH DEDICATED OUTLET NOTE US B F5 -_-------- _ 5 USB DOWNLIGHT (p NOTE Cl -- GFCI DOWNLIGHT (p NOTE S �' 1.1i, , ', EXTERIOR OUTLET EXT NOTE Up MASTEk FI I' FLOOR DOWNLIGHT ® NOTE r , r ' 4 LIVING ROOM - - --------------- ® _ TELE/DATA asn /M4 RECEPTACLES TO CODE F I WIRE FOR HEATED w TELEPHONE TOWEL BAR ;------- SH R ----------------- --------------------------- PANTRY I DATA v r,''I,' ? YI I, - ---------� �yf r.'16l,'r{ -,= FJ\c/) FI a FI a FI DIB ,a DOORBELL t /� t 1 < ----------------------------- ~ ; HA Y — -- THERMOSTAT - --------.SM 0 SMW O f YY \ 1k a;+''I r ® 1 I ® R\I ELECTRICAL PANEL �y EP-X 4;;,,� .• p AST cL BEDROOM ----;= AUTOMATED ROLLER -�- SHADE (CATHEDRAL) F — N i i 3 PERMIT 20 SEPTEMBER 2023 RCP SYMBOLS ILL f f 2 BID SET 25 JULY 2023 1 CLIENT MTG 22 APRIL 2023 DN BATH N0. ISSUANCE DATE "'W.I.C. ® F ® L# No.1 F� L FI RELEASES + ' FI\Le ' FI , r' F3 RECESSED: SEAL: i R CESS aED ARC p i FIXED DOWNLIGHT ® 5 S --- 5 ------ -- - ' - %' KI HEN ------------- ® ® ® ADJUSTABLE FI FIIFI DOWNLIGHTOUTDOOR ®� L# ., SHOWER PLUG STRIP -- '9 �3242'1 ---- RECEPTACLES TO CODE ~'-tr' r,- �' O . FLOOR UP-LIGHT HT F O F W , , 2 9� -- SURFACE MOUNTED: ;., - 9 ----------------------= / !.9,,:'. CEILING, FIXED L# CEILING, ADJUSTABLE L# WALL SCONCE L# PENDANT -"-PL# CEILING FAN LINEAR: PROJECT: L# s I Morton Residence a'';',.i,,,l .. , ir, + , ;. , CLOSET o `h 1 UNDER-CABINET L# I FIRST FLOOR ELECTRICAL PLAN 1 1l4"=V-0" L# COVE SCALE: Orient NY SWITCHING: DRAWING NAME: STANDARD NOTE FIRST FLOOR THREE WAY NOTE +� ,< ELECTRICAL PLAN ;Y DIMMER D . ,. NOTE T THREE WAY DIMMER NOTE EXTERIOR $EX DRAWING NUMBER: #' NOTE DRAWN BY: SET: JAMB JS CHECKED BY: E SHEET: SCALE: KEYPAD KP-001 PROJECT No 22-01 1 1 POWER&DATA SYMBOLS 28 South Harbor Rd. Southold,NY 11971 :631.806.2537 ELECTRICAL OUTLETS/DEVICES: ',''' ^r,': ,? •.1',,', ;'V ,f SMOKE DETECTOR SM SMOKE + CARBON S/C DETERCTOR WALL MOUNTED I rill 4r ti" CARBON DETECTOR S/C ,Y , ' ,irr' 111•'I k, , DUPLEX OUTLET NOTE QUAD OUTLET NOTE t; SWITCHED OUTLET''• NOTE , DEDICATED OUTLET NOTE USB USB DOWNLIGHT NOTE GFCI GFCI DOWNLIGHT NOTE EXT„ -..-..• ® FI �..._... -® EXTERIOR OUTLET NOT , B _TH No.2 CL ---- ------------------- i ! N ® FI FLOOR DOWNLIGHT ® NOTE F6 F6 / ------------ l BEDROOM No.3 " TELE/DATA FI °\ S ; .M:, / TELEPHONE CL w 14 r I r j DATA SM ti` z E ST IR SM 1` - --- - - --- F ,= - , -- --� �'� -HALL �r I ' 4' -- ---- DOORBELL DB o �� CATHEDRA - F 7 F 7 -F-7------- _L j THERMOSTAT • 8 33 i ' ELECTRICAL PANEL 1 Y AUTOMATED ROLLER fS I , SHADE BEDROOM N .2 BE ; RO DR4pM o ------- PERMIT 20 SE 2023 ------- F6 ---------- CL CL ----; F6 T RCP SYMBOLS BID SET P 25MBER 3 1 1 2 JULY 2023 1 CLIENT MTG 22 APRIL 2023 I ......................._..._..__................. .1 i N0. ISSUANCE DATE a RELEASES v, SEAL: 1 ,,'i•;';; 1`', r' r ,:1: L----------- -----------' RECESSED: '( E�ARC 4 r FIXED DOWNLIGHT ® �5 G 0. ADJUSTABLE 1 Sri,.�:';�/ .•„ :.¢^ DOWNLIGHT ®� L# II�,;,,,,,,;;,�I ;,;,,,`'•;: I.1, ,;:'•4 : FLOOR UP-LIGHT ® "9TF 032421 w��Q SURFACE MOUNTED: CEILING, FIXED L# CEILING, ADJUSTABLE L# WALL SCONCE ' PENDANT L# CEILING FAN LINEAR: PROJECT: CLOSET oL# Morton Residence UNDER-CABINET L# 1 SECOND FLOOR ELECTRICAL PLAN COVE L# 1 SCALE. 1/4 -1-0 I • � Orient, NY SWITCHING: DRAWING NAME: STANDARD NOTE SECOND FLOOR THREE WAY NOTE ELECTRICAL PLAN DIMMER $D NOTE THREE WAY DIMMER �3D NOTE W. EXTERIOR �EX DRAWN BY: DRAWING NUMBER: NOTE SET: o M1 ,Yt p, E JAMB JS CHECKED BY: SCALE: 1/2"=1'-011 SHEET: KEYPAD KP-001 PROJECT No 22-01 102