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Home My WebLink About51007-Z �oy�aof SO Town of Southold * * P.O. Box 1179 oA 53095 Main Rd 110 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46746 Date: 12/22/2025 THIS CERTIFIES that the building COMMERCIAL ADDITION/Alteration, Location of Property: 1000 Village Ln Orient, NY 11957 Sec/Block/Lot: 25:-1-18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/21/2024 Pursuant to which Building Permit No. 51007 and dated: 07/31/2024 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 for apartment at existing commercial building as applied for with ZBA #7637 dated 7/7/2022. The certificate is issued to: JOTAS Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C10-19-0009 9/22/2025 ELECTRICAL CERTIFICATE: 51007 5/20/2025 PLUMBERS CERTIFICATION: Oscar Roncancio 8/09/2025 r Autho e Si ature r TOWN OF SOUTHOLD BUILDING DEPARTMENT 6� y TOWN CLERK'S OFFICE Way • SOUTHOLD, NY of BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51007 Date: 7/31/2024 c Permission is hereby granted to: JOTAS Corp 1000 Village Ln PO Box 208 Orient, NY 11957 To: Construct addition and alterations to existing commercial building as applied for, with ZBA#7637, HPC and SCHD approvals. At premises located at: 1000 Village Ln, Orient SCTM #473889 Sec/Block/Lot# 25.4-18 Pursuant to application dated 5/21/2024 and approved by the Building Inspector. To expire on 1/30/2026. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,043.50 CO-COMMERCIAL $100.00 Total: $1,143.50 Building Inspector o��OF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh@southoldtownny.gov OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jotas Corp. Address: 1000 Village Lane city:Orient st: New York zip: 11957 Building Permit#: 51007 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Glen's Electric Electrician: Glen Jacobs License No: ME-4770 SITE DETAILS Office Use Only Residential x Indoor Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceiling Fixtures 12 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 7 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO2 Detectors Sub Panel 200a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 21 4'LED P1 Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 1 30a 240 dishwasher,1 hood, 1 oven, 1 eletric heater/exhaust fan, 1 floor he mat 3ft by 6ft with t-stat, 1 mini split with 2 blower heads Notes: KITCHEN/BATHROOM/BED ROOM Inspector Signature: Date: May 20, 2025 1000 village In �Sfjyff0 /( �. F1 O� JG �� 1 _ �a Town Hall Annex �� .�� I�phon�(ti31}5765 1 54375 Main Road P. O. Box 1179 H = Southold, NY 11971-0959 n-ac°ieung peraerr ent BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 25- 00-7 Owner: -7-L&K + I.l,rr-o (Please print) Plumber: COI- �O✓^C(t/A C�Q f-Av-f661 q7Z (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. mb s Signature) Sworn to before me this Q ay f 0 (;"S- My OI,l:ueRoux ocl.oAlw .IC.S'1'XrF'01'NEW YORK nNo.111lIl:111)22701 d in Sullblk Counly lixltiiti�Mar.25.20Notary Publi , \ Co 1 ol oF So # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ vf FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE- SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 %L )2-L �- �0 yl4, — DATE a — —a INSPECTOR 50UlyO� -- # # TOWN'OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION . [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ( ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ v 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: OV t- S / �it2 �n • 0!S S DATE INSPECTOR - OF SOUIyo� �6N, /�� /TO �O�SOUTHOLD �� D I PT. CO +N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `!5 be Po r--e� 0 &xt I< DATE °� INSPECTOR ho�aOF SO(/Tgolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 .S� INSPEC -ION [ ] FOUNDATION 1 ST/ REBAR [ R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: 6) c3�- ?�A& :�9 MAJ l 1l AAAAbA wt i - 1� Df& �,4 9 kflWwf�� o(zv DATE L '3k7Y INSPECTOR OF SOUTyO� 6 f Q0 7 1" r � �.1 ✓ * TOWN OF SOUTHOLD 91LDING DEPT. �`y�OUe►vN�'' 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) K] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ : ] PRE C/O [ ] RENTAL REMARKS: ff z1AZ DATE a� 02 INSPECTO *pE SOUTyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ /SULATIOWC GH PLBG. [ ] FOUNDATION 2ND [ AULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 1p CAY&k y fog , l co'k, 0tim4, dry S �- o 4 F �a�/ Cop 0 DATE INSPECTOR 24190 Main Road studio a/b 1330 Trurnans Path PO.Box 444 glynis@studioabarchitects.com East Marion,NY 11939 Orient,NY 11957 architects www.studioabarchitects.com tel.631 591 2402 tel.631 323 1426 2/27/2025 rr Building Inspector Town of Southold FEB 2 8 2025 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Turturro/Leshaw Apartment Alteration Address: 1000 Village Lane, Orient, NY 11957 SCTM#: 1000-25-1-18 Building Inspector, 1, Hideaki Ariizumi, Architect, inspected the rough plumbing executed, and state with my best knowledge that the construction was done in accordance with the New York State Plumbing Code. Sincerely, Ui cc Hideaki AriizLi, AIA 02-3, Studio a/b architects 7-C F p k TM x ,t Insulation of the 1=utur OCT , 1 5 2025 f3 s'sldlnci UPPFTZTd �, Installed Insulation Certificeaft" , gY° sFf�e�i , This form must be filled out and posted to comply with building code requirements.This meets IRC Sections N1101.3, N1101.41, and N1 101.8 requirements. The following spray foam product(s) have been installed: ® ThermoSeal 5G CC ❑ ThermoSeal 1200 ❑ ThermoSeal 1600 ® ThermoSeal 500 OC ❑ ThermoSeal OCX ❑ ThermoSeal 2000 ❑ ThermoSeal 800 ❑ ThermoSeal CCX ❑ ThermoSeal 2100 ❑ FlameGuard 500 Consult International Building Code Chapter 26-Plastic section and the International Residential Code R316 - Foam Plastics section for specific requirements. The spray polyurethane foam insulation system(s)has/have been installed in accordancewith the manufacturers installation guidelines to provide a thermal resistance outlined below: Area Insulated R-Value Thickness Installed" Attic Area - RAFTER OC R-40 at 10 inches EXTENSION FLAT CEILING OC R-32 at 8 inches Walls (2X6 EXTERIOR- OC) R-24 at 6 inches Walls (2X4 EXTERIOR- OC) R-16 at 4 inches Floors - CC . R-21 at 3 inches Crawl Space(2) -CC R-21 at 3 inches Basement Exterior Walls R- at inches 1 Other: R- at inches ** Nominal thickness is representative of field, spray applied foam insulation. 1000 VILLAGE LN JobsiteAddress: ORIENT, N Y 11957 Date of installation: 03/03/25 Building Contractor: JUAN MANUEL GIRALDO Thermoseal Contractor: KC INSULATION CORP Phone: (631) 439-5994 Installed By: CARLOS COREAS ** POST NEAR ELECTRICAL PANEL** -- . THEE$ WERI:. m�,Famo or rJ,n ruwro ThermoSeal•PO Box32•New Canaan,CT.06840 Ph: 1-800-853-1573 info@thermosealusa.com �ne U� ��, ��^u- o ��]�� ~' � \ `^�er ]c � \\ U O[� � 5 � ! � ~"' ` y ' =�. ^ \ `�' . � .. August 211% 3O3S Town of Southold ' Building Department S437S Route 2S P.O. Box 1179 Southold, NY11971 RE: ]CG Development Corp. 1OOU Village Lane Orient, NY119S7 As requested by the Town of Southold, Energy Testing Services was retained by]CG Development Corp.to perform the Blower Door Test at the above-mentioned address. Michael Fauci (HERS Rater#8619824) conducted the Blower Door Test and found the results to be as follows; 361 CFK8 @ SU Pa or2.69 ACH @ 50 Pa.This more than satisfies the 2020 NYS-ECCC Building Air Flow Maximum Requirement of3ACH@SOPa. Please feel free to give us a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services l648 Locust Avenue Suite 8, Bohemia,NYll7l6 Office: (h3l)244-2627 bzcuzuoo@euor@yteodoguorviuea.00ru vvnw.eocrg}teatiuQacrvioeu.uomo l �Y it Retrotec rCloud Quality Assurance RepoACT 1 5 2025 Resnet 380-2016 Single Point Blower,:Poor T,ept ?"own of Southold PAS Your Result: 2.69 ACH50 (361.65 CFM50 * 60 / 8059 ft3) Target <= 3 ACH50 Test Information Test Name JGC Dev- 1000 Village Lane Test Date 2025-08-21 12:58 PM (UTC-4) Export id 8LYT48MI Company Name Energy Testing Services Technician Name Michael Caruso Technician Email michael@hygradecorp.com Building Information Address 1000 Village Lane City Orient State NY Zip/postal Code 11957 Country United States Year Constructed 2025 Elevation 50 ft Number of Stories(Above Grade) 1 Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41.139998, -72.303572:Accuracy: 12ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 414221 Environmental Conditions Pre-test Indoor Temperature 70°F Pre-test Outdoor Temperature 67°F Wind Speed 25 MPH Average Barometric Pressure 101.6 kPa Test Dimensions Conditioned Floor Area 653 ft2 Volume 8059 ft' 1 i Retrotec rCloud Test Results Summary Test Type &61CFM 2016 Si gle Point Blower Door Test Time Averaging Air Changes Per Hour Induced House Pressure Corrected Flow @ 50 Adjusted Flow @ 50 Pa Intercept 28.442 Slope, n 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.85 Pa Depressurize Results Air changes at 50 Pa, nso 2.6925/hr Air leakage rate at 50 Pa, gso 361.65 CFM Effectiive Leakage area, EfLA 19.875 in' Specific effective leakage area(floor), ELA 0.0304 inZ/ftZ Normalized leakage area, NLA 0.0304 Baseline, initial Pa 0.2 0.1 -0.4 -0.1 -0.1 -0.2 -0.7 -2.7 -1.8 -2.8 Average baseline, initial AP 01 -0.85 AP oi- -1.1 AP 01+ 0.15 Baseline Duration 13 seconds Building pressure(Pa) -50.11 Induced pressure(Pa) -49.26 Fan Pressure 15000-B21 (Pa) 165.21 Total flow qr(CFM) 368 Measured flow qm(CFM) 368.22 Total flow through envelope, genv(CFM) 366.13 Error 0.0% Correlation, r 1.0000 Confidence Limit 95% Intercept, Cenv 28.440 28.440 28.440 Intercept, CL 28.442 28.442 28.442 Slope, n 0.650 0.650 0.650 2 " Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the-garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4.Attic doors and hatches N/A 3.2.5. Basement doors N/A 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers, ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2), and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.1.0.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets, that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Not confirmed seasonal cover present, it shall be'installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Not confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Not confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only"mode for the Confirmed duration of the test. 3 Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or No assessing compliance with a building enclosure leakage limit? (For example, defined by code or by an energy efficient program.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Retrotec Calibrated Flow Parameters Certificate Number: 202011300816-5FN103130 Fan Last Calibrated: 2020-11-30 Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Fan Last Calibrated: 2020-11-30 Units Used For Flow Parameters in Equation CFM Fan pressure(FP) is,the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj -PrA If PrA is less than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure, RP= room pressure Range N K K1 K2 ' K3 K4 MF Open 0.4936 571.2871 0.0000 0.3000 0.0000 1 10 ' A 0.4963 303.6204 0.0000 0.4000 0.0000 1 20 B8 0.5366 116.1857 ; 0.0000 0.7000 0.0000 1 40 flow= (FP-RPxK1)"x K+ K3xFP xK4 Range A B C D F G K2 MF B4 0.0000269955 0.01959863 6.8216 127.49 0.41 50 0.8000 40 B2 0.0000212130 -0.01424981 4.2559 -43.96 0.50 50 1%0000 50 61 0.0000067829, -0.00499017 1.7517 -1.36 0.12 50 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3) + BxFPz + Cx FP)+ D+ G-RP xF i 5 P Bunch, Connie From: Fuentes, Kim Sent: Thursday, December 18, 2025 11:21 AM To: Bunch, Connie Subject: HPC -JOTAS -Joan Turturro 1000 Village Lane, Orient Hi Connie, During the December 11, 2025 Meeting of the HPC, the Commissioners indicated their approval with the completed project. A Certificate of Occupancy may be issued. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 EU PORTANT: All surveys/site plans and architectural/engineered plans submitted to this ofce shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. From: Fuentes, Kim Sent: Friday,October 24, 2025 12:05 PM To:ahmad Sadar-Afkhami(ahmad@asardar.com)<ahmad@asardar.com>;Allan Wexler<awexlerstudio@gmail.com>; Anne Surchin<surchin@mac.com>; Daryl Ketcham<barnowl100@gmail.com>; David Mammina<dxmxsr@gmail.com>; Jeri Woodhouse<Jeriwoodhouse@gmail.com>; Marina Dkonciliis<marina@mkarchitect.com> Subject: HPC-JOTAS Joan Turturro 1000 Village Lane, Orient-Second notice From: Fuentes, Kim Sent:Wednesday,October 22,2025 9:04 AM To: McGivney,Julie<luliem@southoldtownny.gov>; ahmad Sadar-Afkhami (ahmad@asardar.com) <ahmad@asardar.com>;Allan Wexler<awexlerstudio@gmail.com>;Anne Surchin<surchin@mac.com>; Daryl Ketcham <barnow1100@gmail.com>; David Mammina<dxmxsr@gmail.com>;Jeri Woodhouse<Jeriwood house @gmail.com>; A-L�• • Tt look 46 •M Ar � "Now-it r AoV ' Jr Al lap 4r, ,16, w tiV jai fa s n. A R J ir y J � a AO AIM �� „��,� `ram• ��{ ./�• t �ft • ��Ct��f�,r � �ryt1�• �i►�+ b •�- «.gyp• t ► r•I. _.�� .{ '�`" r.. � ,r .• � - .Y • t1.7 45. wzt Ar 4-1 VAWA 41 I VRA. ;hw ` n► FA (iI_ T. • 1 Prt IMMEA `f RMA � 110 0 Low • — _ P- Fri • AWA i, k _ .. - . - y, ..k. .. 1 � 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 bUps://www.southoldtpm=.gov Date Received APPLICATION FOR BUILDING PERMIT 71 I 1 e`v s� f 7 For Office Use Only x PERMIT NO. 5/OD7 Building Inspector: `f MAY 2 1 2024 Applications and forms must be filled out in their entirety:Incomplete applications will not be accepted. where the Applicant is not the owner' an 11=1 n 11)2 `i', Owner s Authorizafion form(Page 2)shall be completed: Jr Date:May 20, 2024 OWNERS)OF PROPERTY Name:Joan Turturro SCTM#1000-25-01-18 Project Address:1000 Village. Lane Orient NY Phone#:212-242-0632 Email:jotas@earthlink.com Mailing Address:1000 Village„Lane Orient NY CONTACT.PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambersl O@gmail.com DESIGN PROFESSIONAL INFORMATION Name:studio a/b architects Mailing Address:651 West Main Street Riverhead NY 11901 Phone#:631-591-2402 Email:glynnis@studioabarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Residential mixed Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to H B this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction,of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and.in building(s)for,necessary inspections.False statements made herein are .punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Joan Chambers BAuthorized Agent ❑Owner Signature of Applicant: Date: Zy— STATE OF NEW YORK) SS: COUNTY OF 17V ) Joan Chambers 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 Sk I day of Q LA 20 L9 r5z'- 9� Notary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATIONNOTARY PUBLIC,STATE OF NEW YORIC N0.01 DW6306900 (Where the applicant is not the owner) QLJ,ALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2b& I, residing at y/O-P—b 441� , do hereby authorize V dT�" to apply on my behalf to the Town of Southold Building Department for approval as described herein. u u24r Owner's Signature Date l a � I�n )�ja� u PP-y Print Owner's Name 2 10126121t 10:56 AM TurturmAgentl etter4pg Building Denarlr aent Application AUTHORIZATION (Where the Applicant is not the Owner) z,_J-ow Turturro residing at 1CQa Village Lane (Print property owner's name) (Mailing Address) Orient NY 11957 __do hereby authorize Joan Chambers (Agent) to apply on arty behalf to the Southold Building Department Jun 15,2021 Jr 4n TT W4n,ro,.3otas Carp fjurt 15,202114:41 EDT; (Owner's Signature) (Date) (Print Owner's Name) https./imail.google.com/maiVulOMabeVTURTURRO°/a2C+JOAN?projector-1 1/t our Uni44 )XI yam: Mariella Ostroski,Chairperson ��y� 4P Town Hall Annex Anne Surchin,Vice Chair 4 T VMO'` CD 54375 Route 25 SOUTHOLD Fabiola Santana lln4 AN PO Box 1179 Allan Wexler x o Southold,NY 11971 kw2dcde G Tara Cubie ao ' too Telephone:(631)765-1802 Kim E.Fuentes,Coordinator 9%, � email:kimf@southoldtownny.gov ARF`S�RVATtiON southoldhpc@southoldtownn� Town of Southold Historic Preservation Commission February 24,2022 RESOLUTION #02.24.2022.2 Certificate of Appropriateness RE: 1000 Village Lane, Orient,NY, SCTM# 1000-25-1-18 Owner: JOTAS CORP, Joan Turturro RESOLUTION: WHEREAS, 1000 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal to construct alterations to an existing accessory structure(barn)to convert to an artist studio; and WHEREAS, the scope of work involves additions and alterations to include new in-kind windows and new doors. Addition to the fagade will be consistent with existing design to expand existing apartment in a commercial building as shown on Architectural Plans prepared by Hideaki Ariizumi,Architect,dated April 13, 2021; and WHEREAS, the applicant met with the Commission during a public hearing on February 24, 2022,where the applicant submitted final drawing of scope of work and outlined the project for the Commission. NOW BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, r Page 2 Historic Preservation Commission JOTAS BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness,subject to approvals by all involved agencies. MOVER: Commissioner Wexler SECONDER: Commissioner Surchin AYES: Commissioners Ostroski, Surchin, Santana, Wexler and Cubie RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E.Fuentes,Coordinator for the Historic Preservation Commission Date: February 24,2022 BOARD MEMBERS �� soy Southold Town Hall Leslie Kanes Weisman,Chairperson ® � �� 53095 Mai Southold,Road 1 P.O. Box 1179 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor. Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUINTNi, Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS �C,J�U^L.^^1Q`1l�2022 TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 %. outho d 'down Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DULY 7, 2022 ZBA FILE: #7637 NAME OF APPLICANT: JOTAS Corp. PROPERTY LOCATION: 1000 Village Lane, Orient,NY. SCTM41000-25-1-18 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25,and the Suffolk County Department of Planning issued its reply dated February 8, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 10,681 square foot nonconforming parcel located in the Hamlet Business(HB)Zoning District. The northerly property line measures 125.90 feet,the easterly property line measures 85.00 feet and is adjacent to Main Street (Village Lane), the southerly property line measures 125.42 feet and is adjacent to Skippers Lane(State Street)and the westerly property line measures 85.00 feet. The property is improved with a one-story frame building that includes a United States Post Office, an Ice Cream Parlor and an apartment. An existing accessory garage (barn) is located in the rear yard as shown on the survey map prepared by Kenneth M. Woychuk, LS, and dated September 20, 2019. BASIS OF APPLICATION: Request for Variances from Article X, Sections 280-45C(2)(f) (Accessory Uses); Article X, Section 280-46; and the Building Inspector's January 13, 2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing commercial building, at 1) proposed apartment comprises more than 50% of the principal building; 2) construction located less than the code required minimum rear yard setback of25 feet; located at: 100 Village Lane, Orient, NY. SCTM#1000-25-1-18. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to an existing commercial building at: 1000 Village Lane, Orient, NY. SCTM#1000-25-1-18. The proposed construction, on this nonconforming 10,681 square foot lot in the HB Zoning District is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a rear yard setback of 25 feet. The construction will have a rear yard setback of 1.8 feet. Page 2,June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 In addition,the proposed construction is not permitted pursuant to Article X,280-45C2f which states;"the apartment shall not comprise more than 50% of the principal building." The proposed apartment will comprise+/—65.8% of the existing principal building. Lastly, the proposed additions and alterations are not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Site Plan drawings by Hideaki Arhzumi,Architect and dated April 13,2021 show the plans for the proposed expansion of the apartment. Two structures will be connected while adding 328 sq. ft., to the existing 546 sq. ft. apartment(totaling 876 sq. ft.) ADDITIONAL INFORMATION: The Board received testimony and three letters from neighbors opposing the project based upon the activities of a tenant in the subject commercial building that caused water contamination to the subject lot and adjacent commercial property, and potential adverse precedent. One letter was received from a nearby resident supporting the proposed apartment expansion based upon conformity with the purposes of hamlet business uses. The application for a building permit was reviewed by the Planning Board and correspondence from the Planning Board to the ZBA confirming that no Site Plan review from Planning was required because of the existing uses on the site,the existing build-out(buildings, landscaping, driveway/parking) and location of the proposed addition. The applicant has submitted an application for approval of a new Innovative and Alternative on-site Wastewater Treatment System. (REF#C10-19-0009) to the Suffolk County Department of Health Services. The applicant obtained the required Certificate of Appropriateness from the Historic Preservation Commission dated February 24, 2022 (Corrected June 3, 2022) for alterations and additions to expand an existing apartment. PRIOR VARIANCE RELIEF BY THE BOARD OF APPEALS During the public hearing the Board requested that the applicant's agent submit prior decisions for variance relief granted by the Board of Appeals in the nearby vicinity related to the subject application. On June 6, 2022 the agent submitted the following priors: 1. Appeal #5074, 550 Village Lane approval to rebuild an existing non-conforming habitable accessory building 2. #4761, 1740 Village Lane approval for lot coverage increase from 25%to 27% to an accessory structure that had a setback of 2 ft. 3. Appeal#2726, 700 King Street approval to convert part of a two-story barn to a guest house with a bathroom. 4. Appeal #7600, 34685 Route 25 approval to construct an addition and alteration to an existing residence and - accessory garage with a setback of 3.2 ft. The variance granted relief to the existing accessory garage to habitable space including a recreation area and media room. 5. Appeal #5751, approval for expansion of a residence allowing the increase to create non-conformity of the accessory structure and reduced setback. 6. Appeal #7601, approved for expansion of a two-story residence and attached garage. Rear yard setback of 5.75 ft. was allowed representing an 84% relief from the code. 7. Appeal #4472, granted variance relief for additions and alterations that increased lot coverage beyond the maximum allowed by code. The decision stated that the proposed additions to the house and accessory structure would not create an undesirable change in the neighborhood or be detrimental to the nearby properties. 8. Appeal #7588, 2355 Village Lane approval of property line variance. 9. Appeal #6756, 230 Oysterponds approval of property line variance. 10. Appeal #6720, 560 Village Lane approval of lot coverage. 11. Appeal 4673,8 290 Skippers Lane Property Line and lot coverage approval. 12. Appeal 7452, 265 Racketts Court approval of property line setbacks. Page 3, June 16,2022 #7637, JOTAS SCTM No. 1000-25-1-18 The Board members reviewed the decisions listed above and finds that by and large they are not comparable to the proposed construction in the subject application; although they clearly demonstrate that the Orient Historic District contains many non-conforming setbacks since most of the developed properties pre-date zoning. The Board further recognizes that prior and current ZBA decisions have prohibited habitable space in an accessory structure, other than what is now permitted pursuant to Section 280 -13(13)(13)(a)-(k) of the zoning code, which allows qualifying applicants to convert as built accessory structures into habitable accessory apartments. However, there is precedent throughout the Town for attaching as built accessory barns and garages to existing dwelling units and converting the use to habitable residential space to enlarge the existing dwelling, similar to the construction proposed in this application. POTENTIAL PRECEDENT At the public hearing and in written submissions, some concerns were stated for the establishment of a potentially adverse precedent if the subject application were to be approved. However,the Board believes the subject application is unique, in that there are few, if any, legally existing apartments in commercial buildings in the HB zone that are likely to propose expansion of the existing size by attaching it to and converting a legally existing accessory structure into habitable space; especially where approval from the Historic Preservation Commission is also required PRIOR DECISIONS AND CERTIFICATES OF OCCUPANCY FOR THE SUBJECT PROPERTY: 1. 1958 - C of O for Business Building 2. 1998 - Updated Pre-Existing C of O for a business structure, non-conforming apartment and accessory garage with affidavit stating that rear part of premises was used as an apartment prior to 1957. 3. 2008 - C of O for alteration to an Ice Cream Parlor in existing commercial building. 4. 2009 - C of O for alteration and renovation of existing Post Office. 5. 2019- C of O for HVAC system (Permit#43862 dated 6/13/19). It is accompanied by an approval from the Historical Preservation Committee. 6. 2020 - C of O Accessory Alteration (Permit 443630 dated 4/9/19) to put a foundation under accessory building. 7. 2020 - C of O for Alterations (Pen-nit#44740 dated 8/1/2016) to repair rear stairs. 8. 2021 - Current Building Permit dated 5/6/2021 to install a new door and stoop in place of a window. It is accompanied by approval from the Historic Preservation Committee dated 7/15/21 9. 1967 -ZBA approval for a sign. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law ✓Z267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property and mixed use commercial building is within an historic district in the center of the Hamlet Business District where there are numerous accessory structures and dwellings that pre-date zoning and therefore have non-conforming setbacks and locations, The existing non- conforming accessory garage(barn) in the conforming rear yard is approximately 64 years old, and the one bedroom apartment attached to the back of the subject mixed use commercial building has legally existed since the 1990's. The proposed 328 sq. ft., addition connecting the existing 546 sq. ft. apartment(totaling 876 sq. ft.) to the accessory barn does not violate the code required rear yard setback and this one-story addition will not be visible from the street. No additional bedrooms are proposed. The accessory barn is screened from view along the rear property line Page 4,June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 by an existing wood fence and mature vegetation. The existing rear yard setback for the barn will be maintained and no other expansion is proposed. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The accessory barn to be converted to habitable apartment space through an addition connecting it with the existing one-bedroom apartment has a non-conforming setback that pre-dates zoning and the structure cannot be moved to a conforming location on the subject property. 3. Town Law §267-b(3)(b)(3). The variances granted herein mathematically substantial, representing 31.6% for the expansion of the apartment and 92.8 % relief from the code for the rear yard setback. However, the existing buildings and setbacks have approvals. The setback will not change and the small 546 sq. ft. apartment with existing approval will be modestly expanded to allow for more comfortable living quarters without adding additional bedrooms. In addition,the subject apartment is located in the Hamlet Business Zone where the location of apartments in commercial buildings is supported by the Town's Comprehensive Plan, and also in an historic district where the preservation and adoptive re-use of historic structures is supported by the Historic Preservation Commission that has granted approval for the proposed conversion of the accessory barn on the subject property to habitable space by attaching it with an addition to the legally existing apartment. 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; and although evidence was submitted regarding water contamination on the subject and adjacent properties that was created by the activities of a tenant in the commercial building, the contamination was not caused by the existing apartment and the proposed enlargement of the apartment includes an application for approval of a new Innovative and Alternative on-site Wastewater Treatment System. (REF#C10-19-0009)to the Suffolk County Department of Health Services 5. Town Law §267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded apartment 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-B,motion was offered by Member Weisman(Chairperson),seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan dated April 13, 2021 and Architectural Drawings last revised May 13, 2021, all prepared by Hideaki Arizumi, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) septic system as approved by the Suffolk County Department of Health Services for a commercial building with mixed uses. 2. The applicant shall maintain and repair/replace as necessary the existing solid wood fence along the rear property line r Page 5,June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate 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. This Resolution was duly adopted (5-0) Lich la n e% o, ice Chair Appr v for filing 7 - 14` ' L .0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4, �o�;Yf' Telephone (631) 765-1802 - FAX (631) 765-9502 I_amesh .southoldtownny.gov — sea nd(D_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -- Company Name: P Electrician's Name: LS License No.: E�erequest lecemail: C�oasg_(ex_4nc ; L C.cr Elec. Phone No: yj_,2c,..,_� �~ an email copy of Certificate of Compliance Elec. Address.: � 41- , JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: �`� �" � , Phone No.: Bldg.Permit.#: ()01 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /,/V ,Zoar4 i¢N® M44V AAItQ 'v' ,�v�. i /iE'�:cv,�l fij o k'r%C[91L:7V /;400 3 O: rAP�( ,CAP?o Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ��NO Issued On Temp Information: (All information required)) Service Size Ph❑3 Ph Size: 4� A ! # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals F711 R2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION ry BUILQINGDEPARTMENT- ElectricalInspector y4 Gy : TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(cDsoutholdtownny.gov — seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: "7 Company Name: ' s Electrician's Name: License No.: 5!2 —AlE: Elec. email: Elec. Phone No: �d_ . .-,_ � ® request an email copy of Certificate of Compliance Elec. Address.: ® Al 4, JOB SITE INFORMATION (All Information Required) Name: Jc-� Address: �G, / �i2�✓ Cross Street: ,✓`, 6, , Phone No.: ; Bldg.Permit-M �j\ �`1 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 3 CL 12T,69FPC Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO XRough In ❑ Final Do you need a Temp Certificate?: ❑ YES 'NO Issued On Temp Information: (Ali information required) l Service Size Ph❑3 Ph Size: 1,50 A # Meters Old Meter# [:]New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# i , Address: Switch es-tA4 � � h l Outlets GFI's Surfaced- 11 Sconces H H's UC Lts Fridge HW POOL Fans �1 Mini Fr. W/D Panel Pump Exhaust l Oven Sump Heater Trnsfmr Smokes l DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat ` Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit 1 Blower AC AH Hood l Blower Service Amps Q66 Have IL/ Used 040 u6e Sub Amps Have Used Comments eo,4 o Ca 3� JAV14P i N/F N/F F� MARJORIE JAMES & SANITARY SYSTEM DESIGN: 4 SHARON TEST HOLE#1 E REEVES -- `_J�GDEN GROUND ELEVATION 12.1' GROUND ELEVATION 15.2' GROUNDWTER MANAGEMENT ZONE IV -- , '_ 600 (GAL/ACRE)/300(GAL/ACRE ON WELL) = 300 X 0.25 (ACRE)= 75 GPD GRANDFATHERED USE N '00,. \�` L4 DR DR CAST IRON INSPECTION FRAME � , OL BROWN OL BROWN AND COVER COMMERCIAL DESIGN FLOW RATE _ �i' 'so / / N/F �, USE AND HYDRAULIC LOAD (SCDHS COMMERCIAL STANDARDS TABLE 1) NTA�RK AND �' LOAM LOAM SHOWN#FOUNDRY BY USE SF DENSITY' KITCHEN/ HYDRAULIC `� % \ p EL.12.1' AND 1.0' 0.8' NEENAH FOUNDRY GPD/SF GRAY LOAD GPD/SF LOAD GPD � i �.,, �., RIESENRFE a`_ / BROWN MALE THREADED ADAPTER WET STORE W/FOOD: 532 0.03 0.12 0.15 79.80 / 1 \l i/ /� RUST �� BROWN AND CAP Apt> 1200 SF 1,491 300.00 POST OFFICE 1,171 0.06 - 0.06 70.26 / --NF \� \� /4`~ ' ML CLAYEY ML CLAYEY DRIANNE �\ SAND SAND BENNER WELL v�' 7so' KEVIN PERRY ;' \WELL 4.6 TOTAL HYDRAULIC LOAD 450.06 GPD / / ' / a �� j w 8.0 BROWN LEACHING REQUIRED , j 1\ 100 i`� BROWN 450 GPD 1.5 GAL/SF/DAY 300 SF SIDE WALL REQUIRED / / *° /� i ' 150' - ��(E L �� FINE Q 300 SF MIN AS PER XVII-1-e , a , N/F > , ; / `�. CLAYEY SW TO / N/ / / \ o' �`� N/F \\� SC SAND COARSE SEWER PIPE WYEBLE SIDED ADVANCED TREATMENT UNIT: HYDIRO-ACTION AN-C 500 / DVOID L AW& % ,' I so, 10o MIRIA , � OTTER � ,�/ CHRIS'�INA t W/20% SAND 45 DEG. ELBOWS LASCO D448-040 I/A OWTS CAPACITY REQUIRED: 450 GAL PER DAY, , LIVCY STI E SHAW % , I �o�� W LL VEG t I/A OWTS CAPACITY DESIGNED: 550 GAL PER DAY ; FAMILY RUST / 1 I ° ,' ;'\,., t GRAVEL OR EQ. 10, LEACHING SYSTEM: LEACHING POOLS / ELL JEL.15.2'. / WE L �. 150�_ �� BROWN Nl/F ' r I FINE `�. i KE�NT \ I ,may` / ICI CRT I 0 II i SW TO FOR USE WITH BENDS FOR USE VNITHIN DRIVEWAY REQUIRED: AS PER SCDHS COMMERCIAL STANDARDS XVII. 1-(f) MAXIMUM HYDRAULIC LEACHING RATE OF 1.5 GAL/SQ.FT./DAY i -0" / W LL \ i I I COARSE REQUIRED SIDEWALL AIREA: 450/ 1.5= 300 SF I 150 I 'PROPOSED WELL SAND SAND 12 2' 300$ 1/2F MIN APPLIES AS PER XVII-1-E I / I � n CLEANOUT DETAILS t ` .� I /.- 1 � 1 i EXIST.WELL / i i WATER 14.2' U " _ 1 -0" TOTAL HEIGHT REQUIRED FOR 8 DIA. LEACHING POOL WITH 25.1 SF/FT OF HEIGHT ` 1 i TO BE RELOCATED IN WATER 300/25.1 = 11.95 FT S \~ 700\ �� % l / SW BROWN SW IN DESIGNED: USE (2)8 FT DIA. 6' DEEP LEACHING POOLS ` 's0' BROWN 50% EXPANSION AS PER XI 5 A: (1) 8' DIIA, 6' DEEP LEACHING POOL �'� '� �N/F ii / N/F / �� FINE A W K i MARY, TO FINE ` COL i LION T"TI '� TO GREASE TRAP: ^� v ! COARSE REQUIRED: MIN. 1500 GAL PER DAY AS PER XV 1 SAND -C, 362 GPD. 16 SEATS \�v v i ,'/ SAND COARSE A DESIGNED: 1500 GAL `�\ �`'�-.�\ \�'`�., � � _X_ _ � �, � FINISHED CAST IRON TEST HOLE#2 17 GRADE TO GRADE COVERS \ 19 760 �� ,� TEST HOLE#1 TEST HOLE#2 _ /ST �' BY McDONALD GEOSCIENCE BY K. WOYCHUK 24" w 24 q " GENERAL CONDITIONS: NCF ii i--------N/F �' DATE JAN. 9, 2008 DATE SEP. 20, 2019 8"MIN. TRAFFIC z _ FRO / DAOID ,''� WATER ENCOUNTERED AT 12.2' WATER ENCOUNTERED AT 14.2' BEARING TOP N = 1. INSTALLATION SHALL COMPLY WITH S>UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES' MTH % / POTTER ' BELOW SURFACE BELOW SURFACE W 1- U REGULATIONS, STANDARDS, AND REQUIREMENTS, AND SHALL BE STRICTLY IN ACCORDANCE TO THE FAR / % -��' 20"MIN. Q 20"MIN. MANUFACTURER'S INSTRUCTIONS. HIGHEST EXPECTED GROUNDWATER ELEVATION 1.8' INLET --► N 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE Area Ma MIN. 6" DIA. SDR --�'OUTLET TREATMENT SYSTEM INSTALLER)THROIUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, 2 1" - 60'-�" 35 PVC PIPE OR MIN. 6" DIA. SDR 35 LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE§563-79(II) (J). THE / EQUIVALENT DEPARTMENT OF LABOR, LICENSING, ANVD CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE N /i, (2)-8' DIA. 6' DEEP H2O LEACHING POOLS PITCHED MIN. IF= PVC PIPE OR LICENSE HOLDERS. / INLET IS BELOW 20' DISTANCE AREA 1/4" PER 1' EQUIVALENT, PITCHED 3. ALL INSTALLED I/A'OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. MIN. 1/8" PER 1' (TO SEPTIC TANK OR 4. ALL INSTALLED I/A'OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND MAINTENANCE) o / gam- DISRIBUTION BOX, H2O SEWER MAIN) AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. 50/o EXPANSION / , o d LP + ° LO 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK COUNTY i , 4" PIPE, 1/8" PER 12" SLOPE MIN., WELL DEPARTMENT OF HEALTH SERVICES). PIPE / I TYP. EXISTING P ,o CESSPOOL /\ °� 0, 6. COVENANTS MAY 13E REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED REQUIRING; Q i I '2 ROM�yEL__ SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; ACCESS TO DHS TO BE O/� a Sg / MONOLITHIC LP REMOVED b 4° WELL iv o BASE SECTION INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED OTHER REQUIREMENTS THAT SCDHS 4 O 23 / DEEMS NECESSARY. v 746 <.- $' I O'� WILBER/YOUNG Z OR i" / 7. PERFORMANCE STANDARDS FOR I/A(OWTS TECHNOLOGIES: MIRIAM FOSTER I/A OWTS MUST MEE TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF NINETEEN (19) e° ` 4 t6' s MG/L OR LESS. OQ =°�°// / o• ` HYDRO-ACTION 8a^ sp / CONCRETE AN5 0/H2O Q \ <ir 6" LEVELING LAYER �� / 1 1 s F\N 8'-0" DIA. SEPTIC/TREATMENT CONSTRUCTION CRITERIA: j 4 T icat Grease Tra Details AS REQUIRED H.C. ABOR EL. 1. SEPTIC/TREATMENT OR OZ STO FRAME \ 19 � �h _ 90, i' CONTROL PA NEL 1/2 - 1 -O I CONCRETE SHALL BE PRECAST REIINFORCED CONCRETE DESIGNED TO BE TRAFFIC BEARING TO , GARAGE ON SLAB a �� AND BLOWI;.R AND COMPLY WITH AASHTO H-20/HS>20 LOADING. K T MCCARTHY ICJ / PROPOSED: 1 ST ES. � s' �L_ ^� 4" INLET II. EACH SEPTIC TALK& I/A OWTS SHAILL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE LOT COVER'620 SF °N�7.0, \ \O \73 7, 2 `� 2" MIN.V NT W/CARBON / GFEL.154' 70, _�J i/ FILTER FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF THE TANK: �� .<C/ M'N jM7N �t SBLUE TONE 1. MANUFACTURER NAME OR LOGO Q) ? - oNC. �-�� • E EC GRAVEL / 2. CAPACITY AND NUMBER OF OPENINGS �� 1( 700' 4?�' DRIVEWAY EXISTING WELL IN BASEMENT TO Suffolk County Department of Health Services 3. MAXIMUM DESIGN LOAD A ry 1110' � EL 15. I � � � BE�ELOCATED ENC-merP'S CERTIFICATION REQUIREEC. Approval for Construction-OtherThan Single Family 4. THE DATE MANUFACTURED. APPROX.LOCATION of C s0, p� EXISTING UNDERGROUND N PROPOSED DECKS 6"_ 663, / i SUPIRIT P.C.OR R,A.CCRTIFICAT:GN III ALL CAST-IRON COVERS AND FRAMES SHALL BESET AT FINISHED GRADE, BE HEAVY DUTY ELEC SERVICE 7s?6, ,Sa.3'� NEW WELL LOCATION Reference No. C10-19-0009 Design Flow 450 GPD LOCKING, TAMPER-RESISTANT, WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF, AND BE APPROVED TO BE RELOCATED AS / - ; \��5 / rOR INSTALLATION AND CONSTRUCTION FOR SEWAGE USE:. COVERS AND RISiERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL REQUIRED I �� ryti Q `'- 11 GRASS %' OF" SEWAGE DISPOSAL SYSTEM Use(s) Wet Store w/Food, Non-Medical Office,Apartment PROPOSED ADDITION C INV.�L�---L A 8 /' LOAD 36 S IN. OF 2500 LB FOR 60 MIN WVITH A MAX. VERTICAL DEFLECTION OF 1.5 IN. ---- o' / WATER SU�'I'LY These plans have been reviewed for general conformance with Suffolk ( ) WELL 325 SF Q / �� CO { --j rort FINAL APPROVAL& PIPE % EoCISTIN� / F�2 70, / EXISTING ELEC. PANEL County Department of Health Services standards, relating to water 2. SEPTIC TANK& I/A OWTS SHALL BE WIATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE I / HOUSE PP IN UNFINISHED BASEMENT supply and sewage disposal. Regardless of any omissions, CUT AND PLUG EXISTING / MATERIALS THAT ARE NOT SUBJECT TO) EXCESSIVE CORROSION OR DECAY. WASTE LINE FROM THE 'o < )JNFINISED oO POWER SUPPLY inconsistencies or lack of detail, construction is required to be in A. ALL SEPTIC TANK:& I/A OWTS MUST[BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING EXISTING WASTE / BASE ENT % accordance with the attached permit conditions and applicable RESTAURANT NEj'� T �" � CONNECTED TO DEDICATED 115 p pp ° I � � OTHER THAN COM � / EITHER VACUUM TESTING OR WATER TESTING METHODS. AND INSTALL 8' DIA. 1500 GAL 4�3 °� ! / _° v VOLT AC, SINGLE-PHASE, 20 AMP standards,unless specifically waived by the Department. This approval , � KITCHEN �// \ GRASS I. VACUUM TESTING MUST PULL 4""OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF 10%OR GREASE TRAP i 2Q'�� \ �zm EXIST DECK TB e�sr0R �� \ u° CIRCUIT BREAKER ON HOUSE expires 3 years from the approval date,unless extended or renewed. LESS. ; �� ( �C NEW PIPE FOR/OT NG �M� INV.EL GREASE TRAP PANEL 3/4/22 II. WATER TESTING: SEAL TANK; FILLL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 / KITCHEN SINK 2?4g 00� F { r/� HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 / DISCONNECT EXISTING CF( 7j F F oa.o +a oNo V IN BASEMENT Approval Date Reviewer F / � AND CRAW SPACE HOURS. APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. ii PIPE LINEAND TO GREASE TO & / NEW LINE TO GREASE TRAP � / �,F'IC'�• � B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT SEALED / FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL // DISCONNECT AND �oN d / Revised ��r�tl � )�'lr(�l'e�. 5/16/24 RECONNECT TO NEW LINE 2 °o - J� 1 STORY FRAMED POST OFFICE, RESTAURANT,AND Expires 3/4/25 RETRACTABLE CLAMP. FOR CONCRETE TANKS, THE FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND FOR CREASE TRAP 7 �� Nc G � ANY NEW HOLES REQUIRED TO BE [INSTALLED ONSITE SHALL BE CORE-DRILLED. / S4 o� s8, APARTMENT,WITH UNFINISHED BASEMENT AND CRAWL ---- -.- -- - --- ••----_---.,-• - ,.. _.-...,._._...,...-.-_- C. PRECAST CONCRETE SECTIONS SHiALL BE SEALED WITH ONE(1)-INCH BUTYL RUBBER JOINT % 2 ° 20 f' SPACE,SEE CO3 FOR BUILDING PLANS i O 1F. F.F. EL. 17.8 APPROVED IN ACCORDANCE WITH BOARD OF SEALANT WHICH CONFORMS TO AS-TM C-990. JOINTS ALIGNED IN THE SAME PLANE WILL ALSO j" N/F O HAVE FLAT BUTYL TAPE APPLIED TO)THE OUTSIDE OF THE JOINT, P. WASILEWSKI ICE CREAM REVIEW DETERMINATION DATED 2/2/22 S� t ° OR MACHINE 3. THERE SHALL BE F,MINIMUM ONE-FO(OT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE ! I LP L,' / APPROVED IN ACCORDANCE WITH BOARD OF BOTTOM OF THE TANK COVER. ANDREW K /i V , �� COLLIER i ��/ % REVIEW DETERMINATION DATED 3/13/24 4. ACCESS TO EACH TANK OR COMPARTrMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS ( C �(1 i' ,[ / SITE PLAN IS BASED ON SURVEY BY COVER WITH AN INSIDE DIMENSION OF)AT LEAST 20 INCHES IN DIAMETER, AND IN COMPLIANCE WITH �I,o V /r '` KENNETH M. WOYCHUK LAND SURVEYOR SUF3JFrT To COVFNAN T s & RFsTRIcT;f-)Ms Liq-R 13246 5-111.ALL OPENINGS SHALL MEET THE (FOLLOWING REQUIREMENTS: CO DATED SEP. 20 2019 `�� / , PAC;k 8a6 A. OPENINGS SHALL_ BE PROVIDED OVER ALL INLET AND OUTLET PIPES B. WHERE EXTENSIONS ARE REQUIRED, THEY SHALL BE WATERTIGHT, AND MIN. 24" INTERIOR 1 s ` /�' /' PROJECT: No. Description Date DIAMETER. <� ; LOCATION ORIENT, TOWN OF SOUTHOLD, NY. Innovative and Alternative Onsite C. SEPTIC TANK& I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE " Y / / Wastewater Treatment System (I/A MATERIAL IN PROMINENT LOCATIONI AT EACH ACCESS OPENING TO WARN "ENTRANCE INTO TANK 1rF) �`�� j SCTM#'. 1000-25-1-18 OWTS) 1000 Village Lane MAY BE FATAL" l i' 0 20 40 60 FT \ WEELL / SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS ;` LOT AREA: 10680.60 SQ. FT. OR 0.25 ACRE studio a/b architects 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. / % ELEVATIONS BASED ON NAVD DATUM 1988 Riverhead, West Main Street, CS3 Afit 2. THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAXIMUM \ ' '�✓ Riverhead, NY 11901 5) TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH) ON A MINIMUM 6 INCH THICK(OR n I/A OWTS LAYOUT ;` THE WATERSUPPLY, WELLS, DRYWELLS, AND 631 5912402 �» MANUFACTURER'S RECOMMENDATION) BED OF PROPERLY LEVELED AND COMPACTED SAND FREE U if _ 11 CESSPOOLS LOCATIONS SHOWING ARE FROM 631 323 1426 / u. FROM ROCKS)OR PEA GRAVEL. BACKFI'LL SHALL BE PLACED AROUND THE SEPTIC TANK& I/A OWTS IN glynis@studioabarchitects.com SUCH A MANNER AS TO AVOID DAMAGE;AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE FIELD OBSERVATIONS AND/OR DATA OBSERVED OF LARGE STONES, STUMPS, AND CONSTRUCTION DEBRIS. FROM OTHERS mailing address: *" p PO Box 444 .0 3. THE TOP OF THE SEPTIC TANK& I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF NO WETLANDS ARE WITHIN 300' OF THE Orient NY 11957 FEET BELOW FINAL GRADE. PROPERTY (ORIENT HARBOR 900'+/-) \ ! GENERAL SANITARY SYSTEM NOTES ABBREVIATIONS. - 1. BEFORE ANY EXECUTION, VERIFY OIN SITE, IF APPLICABLE: & AND LP LEACHING POOL- FLOOD ZONE X -GRADE ELEVATIONS AT THE BUILDING WHERE THE WASTE MAIN PENETRATES. @ AT MAX. MAXIMUM -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. B.C. BOTTOM OF CURB MIN. MINIMUM owner: GLOSS FLOOR AREA: I/A OWTS Layout -BUILDING WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. BW BOTTOM OF WALL N.T.S. NOT TO SCALE J OTAS Corporation -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES, AND/OR STRUCTURES CONC. CONCRETE PROP. PROPOSED GARAGE/LIVING 620 SF p -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION C.O. CLEAN OUT REQ. REQUIRED ADDITION: 325 SF Project number 1945 2. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS EXIST. DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTfY DEPARTMENT OF MAIN BUILDING: 2,249 SF E or ELEC. ELECTRIC HEALTH SERVICES TOTAL: 3,194 SF Date 03/30/2021 a. WELLS ELEV. or EL. ELEVATION ST SEPTIC TANK 1. CONSTRUCTION AND COMPONENTS)TO COMPLY WITH SCDHS PRIVATE WATER SYSTEMS G GAS T.O. TOP of THERE ARE NO STORM DRAINAGE STRUCTURES Drawn by HA °' ' STANDARDS, REVISED 1992 HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB ON SITE. Property Tax Map#: Checked by GB rn 2. WELL SCREEN TO BE A MIN OF 40' BEELOW WATER TABLE (IF POSSIBLE) I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL 1000 -025.00-01.00-018.000 C\I 3. WELL CAPABLE OF DELIVERING A MIIN OF 15 GAUMIN WASTEWATER TREATMENT SYSTEM W WATER 4. TAMPER-RESISTENT, WATER TIGHT'WELL CAP TO BE A MIN. V ABOVE GRADE INV. INVERT W/ WITH C.01 N site street address: Q N LG LEACHING GALLEY 1000 Village Lane Orient, NY 11957 Scale As indicated M _ I SECTION 1: I/A OWTS& LEACHING CIRCULATION( POWER SUPPLY SECTION 2:GREASE TRAP CIRCULATION CONNECTED TO DEDICATED 115 VOLT AC, SINGLE-PHASE, 20 AMP CIRCUIT BREAKER ON HOUSE PANEL I CONTROL PANEL AND BLOWER I 4"(2" MIN.) DIA. HDPE 4"WASTE I VENT 6"WASTE 6"WASTE CLASS 2400 OR SDR 35 W/CARBON FILTER CAST IRON WITHIN 2' FROM 1/8" PER 12"SLOPE MIN. POST CAST IRON WITHIN 2' FROM HEAVY-DUTY, 6"WASTE POST FOUNDATION WALL, CONTINUED TO FOUNDATION WALL, CONTINUED TO 18" MIN. ABOVE GRADE, OFFICE WATER-TIGHT, CLASS 2400 OR SDR 35 OFFICE ASTM STANDARD d-3034 WITH MIN EXISTING PIPE(FROM ASTM STANDARD D-3034 WITH MIN INSECT-PROOF, 1/8 PER 12"SLOPE MIN. 36" MIN. FROM ANY H2O I OR SDR 35 RATING, (OR SDR40) KITCHEN SINK OR SDR 35 RATING, (OR SDR40) EXISTING WINDOW OR DOOR CONCRETE ADJUSTABLE AND PIPE FROM 1/4" PER 12"SLOPE MIN. DISTRIBUTION 1/4" PER 12"SLOPE MIN. LOCKING CAST IRON MOP SINK EL. 17.8'+/- BOX EL. 17.8'+/- FRAME AND COVER HEAVY-DUTY, WATER-TIGHT, INSECT- HEAVY-DUTY, WATER-TIGHT, INSECT- TO GRADE PROOF, ADJUSTABLE AND LOCKING CASTR 18" RISER o PROOF, ADJUSTABLE AND LOCKING CAST ON H2O LOADING 12" IRON FRAME AND COVER TO GRADE DEEPER IRON FRAME AND COVER TO GRADE RISER In ON H2O LOADING 18" RISER,24" MAX CHAMBE EL. 15.2'+/- EL. 15.2'+/- CELLAR CRAWL SPACE C.O. I EL. 14.5' CRAWL SPACE C.O. N —__ 18" RISER N M TY . 0-- ------ --i-_----- ---- TYP 6 RISER ON 18 DOME -- ---L- -_---- --�- -_------__-O ---- --------------T-------------_ 5D 2.0' N — CELLARN - HYDRO EXISTING I 418"PR.ISER ACTION HYDRO- 2 -8 DIA., GREASE TRAP VENT I 7' DEEP, ( i 1500 GAL i AN500 ACTION AN500 o H2O LOADING o `° H2O i CONC., H2O CONC., H2O z LEACHING I g POOLS I SEE SECTION 1 io v L--- -------� o I I HIGHEST o o a'-o^ o � v N I J Q EXPECTED ri "' I� � >- N m z_ 2 GROUNDWATER g a _ F- � O EL. 0.0 ma `s - � Y - _J � U' ao o a LEVEL EL. 1.8' �/ w OQci -� z wH- LU OQ °° w Lu OQm w w °° OzOo o W -> - - - - - - w - � � C° w ww > X > Owe z z Ou J z z `' OwJ z mow z z0 zw z mOw - - mOw - - mOw - - - cn MIN EL.EXIT INVERT FROM BARN TO BE 12.46'OR HIGHER SECTION DIAGRAM PUMP COMPRESSER POWER CIRCUIT NOTE: ALL MOTORS rz: G I' CB1 MUST HAVE _ TIMER INTERNAL OVERLOAD 1 L1 �" MX —I PROTECTION. FLOAT&PUMP CONNECTIONS _ TIGH-11NING7t}I-If,IN LBS wW I 9[X Jam- � `♦ ,>� N - Pt �ti r�^---�� SPRAY ♦�,PUMP RATINGS: PUMP ; 1HP 115V w"T __ ti MOTOR,l 15.0 F.L.A. ` L1 N °SP1 N RPI N C1 1 2 3 4 � N ---W , CB2 M 1 ♦ is a � z w ----------- PUMP RECIRC',,PUMP RATINGS: a � I 11/2HP 0 115V O --W--_..y♦♦MOTOR�10.0 F,L,A. S � � � � � � � � NEW 20 AMP,1 POLE BREAKER PRETREATMENT NITROGEN REDUCTION 1 INCOMING SERVICE G ` TANK TANK CB3 , ___ i` �`♦ SINGLE CIRCUIT 120 VOLT,20 AMP FEED 100A,1,240/120 VOLTS ~ Q '�` CRY - CONTROL COMP x 2#6,#6 GRID IN 1"PVC CONDUIT 2 P/4HP 0 115V —� -------___-k MOTOR�i 5 q F.L.A, UTILITY 4'-5" 01 AIR SWITCH ♦♦ ,' (`BtF I HYDRO-ACTI1ON CIRCUIT x- s RUN CONTROL BREAKER METER alU ♦� �� e� �� RED LR� PANEL PANEL \ MUTE ` ;" -- WIG wlrr - I GROUND ROD o wrr � , BLU SIX I ES I AUDIBLE POWER CONNECTION NOTE:THERE ARE(3)SEPARATED 100 AMP SERVICES TO THE PROPERTY ALARM DIAGRAM (SIMPLEX) ELEC DIAGRAM HYDRO ACTION AN500, — — — M11 LR1-0 IZ-� ° o RED F PLC-5030 6 SINGLE LINE DIAGRAM WASTEWATER - - OUTLET TO COVED MANHOLE I I COVED MANHOLE N.T.S. INLET v in DISTRIBUTION I I p BOX I I 0 0 I I WIP 0 0 _ NOTES: MAIN PANEL DISCONNECT MUST BE PRt3VIDED 9Y INSTALLER. FIELDEWIRINGS INDICATE ITEMS MUST BE A MINIMUM OF WC COPPERNED IN WIRE.EL I REQUIRED TORQUE FOR TERMINAL. BLOCK SCREWS IS 16 in-1bs. I / I I SCHEMATIC, ELECTRICAL I I SIMPLEX W/EXT. CORD PART NO. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HS-20 LOAD RATED BOLTED PLC-5030 PLC CONTROL PANEL CAST IRON COVER. RATED �ELEC DIAGRAM HYDRO ACTION AN500 APPROVED MAXIMUM OF T OF EXTENSION ADJUSTABLE LOCKING TYPE IF" 1 N.T.S. REFERENCE NO. C10-19-0009 SEE LAYOUT REMOTELY COLLARS MAY BE USED TO CAST IRON FRAME AND COVER SEE I�AYouT SEE SHEET 1 OF 2 FOR SPECIAL CONDITIONS • BRING CASTING TO GRADE. (TO BE WATER TIGHT AND INSECT PROOF) REVIEWER'S INITIALS BE BUTYL RUBBER RE-CIRCULATION GASKET cm HEAVY-DUTY, TRAFFIC BEARING (H-20), r FINISHED o0 TRZAFFIC BEARING WATER-TIGHT, INSECT-PROOF, t GRADE TO)MEET AASHTO-H20 ADJUSTABLE AND LOCKING CAST IRON L- ELEV. 15.2' FRAME AND COVER TO GRADE �' N 6" CONCRETE CHIMNEY, 24" MAX 18" H-8' DIA, H2O TRAFFIC LOADING LOW DOME — — — — — — — — CONCRETE 4000 PSI AT 28 DAYS REBAR ASTM A-615 GRADE 60, WELDED WIRE INLET OUTLET 5"WALL FABRIC ASTM A-185 FLOW WALLS:12-#2 VERTICAL, 1-#3 TOP AND 1 #4 BOLT PROJECT No. Description Date STEPS ARE TO BE BACKFILL Innovative and Alternative Onsite LINE COPOLYMER MATERIAL TO BE SLAB: #5#6"OC EW(COASTAL PIPE REFERENCED) Wastewa7 POLYPROPLENE CLEAN SAND AND,,-,, t A • JOIINT SEALANT TO BE • COATED 1/2" STEEL GRAVEL _ r, 1";3UTYL RUBBER FOR IMPERVIOUS SOIL OWTS) 1000 Village Lane BARS @12"O.C. _ — Al'� JOINTS studio a/b architects 00Cl) INLET Q 4°a „� :• ' m .r � . •' 24" -• NJ CONCRETE INVERT PROVIDE NON-SHRINKING MIN. 4" DIA. SDR35 PIPE =,', ; 651 West Main Street, " FORMED TO AT LEAST W,ST JOINT SEALANT P* 'v PITCHED 1/8" oil` a ® ® Riverhead, NY 11901 ,% M. la THREE-QUARTERS OF . 0o THE DIAMETER OF THE ��. d _ _ m ® ® _ ; 631 591 2402 PER 12" MIN. w 6' MIN. PIPE _ w ® � /,3'-0 MIN.' PENETRATION 631 3231426 , oc > o LEACHING ® - _ - INTO A VIRGIN glynis@studioabarchitects.com CAST IN PLACE FLEXIBLE , I Rl►IBBER SLEEVE WITH w \ U ' SECTIONS ® `�'COLLAR';�.v � STRATA OF STiAINLESS STEEL STRAPS =? _ L� y �° SAND AND mailing address: . ,• OR2 a w ® ® ® GRAVEL PO Box 4441 � �( - o Orient NY 11957 g - r - _ •,•',' �''` = �'-"'"••• " ' -'.�� •�I - - EEXIBLE RUBBER BOOT - 48 I.D. FL 4 - I MIN. PENETRATION IS t I - I AB 1 1.ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISIDDN PRECAST CONCRETE — 4' COMPACTED GRAVEL, - STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTrIONS. MONOLITHIC TANK �4"� SAND OR FINE CRUSHED 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1 2 3 OR 4' HEIGHTS AS REWIRED. REPLACE SOIL W/CLEAN z - SAND AND GRAVEL, EARTHLOAD RATED 49" 68" STONE LEVELING PAD 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. TO REACH TO SP OR SW owner: EARTH COVER: 0.50-3.0 FT � I./A OWTS Details 10'-9" 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. _ FILL_LP WITH CLEAN SOIL, WHICH DEPTH IS J OTAS Corporation 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION, 0.1' MINIMUM BELOW INILET(S) - - - - SAND TO ENSURE MORE THAN 6 p GROUNDWATER EL. 1.8' HIGHEST RECORDED HIGH 1945 — — AN EFFECTIVE DEPTH OF - — — — — — — — — STANDARD COMMERCIAL CONC. DISTRIBUTION BOX GROUNDWATER 6' FROM ro ect number ELEVATION PIPE INVERT (Date 03/30/2021 2 HYDRO ACTION AN-C NITROGEN REDUCTION SYSTEM AS PER SCDHS COMMERCIAL STANDARDS FIGURE 13 a (Drawn by HA M n HYDRO ACTION AN500 DETAILS apical Distribution Box Detail n Typical Leaching Pool Details Property Tax Map#: (Checked by GB N 1/4" — 1'-0" l000-o2s.00-01.00-018.000 - C.02 "site street address: � N 1000 Village Lane Orient, NY 11957 Scale As indicated M I S.C.T.M. N0. DISTRICT: 1000 SECTION: 25 BLOCK: 1 LOT(S): 18 1 h � pll�j SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OCT 1 5 . 26 5' APPROVAL OF CONSTRUCTED WORKS Ouadd@rid lDQ��mr?nt DATE 9/22/25 H.S. Ref. No. c10 is 000s ca1 of 4OU10ha`d SANITARY LOCATION The sewage disposal and water supply facilities POINT A I Bi C D I at this location have been inspected and/or G.T.-1 31' 25.5' certified by this department or other agencbs G.T.-2 31' 29.5' and found to be satisfactory AN500-3 16.5' 27' 0—.A^ AN500-4 18.0' 33.5' JOWATHAN PAI,PE.,CHIEF D.P.-5 30' 51' OFFICE OF WASTEWATER MANAGEMENT 1 L.P.-6 38' 48' L.P.-7 50' 64.5' WELL 42.5 22.5' LAND N/F OF GRAYSON MURPHY 125.901 0.4'S �1 \ SPLIT RpdL FENCE WELL E 1 2'N 0.5 11 DRIVEWAY I �I p S 64023120 BI'UE STONE -C" o 0 g'E 6, STOCKADE GRASS PIPE FENCE 3a.9' O- CDN Q `J A .•. : ::•: : : : WE�� 0O BLOWER ' '-PO ICE �i ® O OF GRASS 0 F� � L.P. 500 .:: .•...•. ..•... .•. �:::�.i? GATE WOOD C Os ON ' STOOP GEN• Q "' ::::::' :�1..8•.'•: ::::;2.A::?::.::.:::.'::•:':::•'::.:::. O �•:�•1 'S M©G(. . . MZ G.O. O TO_RYUS'EG:::::::::::::::::w.•.•:. RC c.o• K o ::FRA . m .•.N ••• .'• •.•.� .O U GO N B REfAI► ::::;�. C0 cn LAND N/F OF U P: :•:•:•:•:•: : : : : : : : : �.0 KENT MCCARTHY 2 9•� /�_ OVERHEAD WIRES D.W•_! MON U.P. WOOD N . p STOOP COVERED 5 6 ':: WOOD DOCK STOOP 125 421 n 6' �T(ICE FENCE 0 z D W N 0•6 64.02312011 ,N 0.4E o r LAND N/F OF PIPE \ ANDREW K COLLIER LANE s (50 pER IP E SCREE EXISTING LOT COVERAGE SK (S�p,T BUILDING: 3158 S.F. or 29.6% ADD SEPTIC MEASUREMENTS 08-12-25 DECKS: 199 S.F. or 1 .8% UPDATED 06-24-25 3357 S.F. or 31 .4% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,680.60 SQ.FT. or 0.25 ACRES ELEVATION DATUM: --- -----__ UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCAT70N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NE,V CERTIFIED TO: JOTAS CORP; MAP OF: P��N M. �'p1- CO c) FILED: * �_ G SITUATED AT. ORIENT Y r � O TOWN OF: SOUTHOLD '' KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 02 050882 Q Professional Land Surveying and Design Fp P.O. Box 153 Aquebogue, New York 11931 FILE # 19-145 SCALE: 1"=20' DATE: SEPT. 20, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychnk t R&� APPROVED AS NOTED OCCUPANCY OR DATEIJ&Q_JV__B.P. s/oo USE IS UNLAWFUL ,� 3•so BY WITHOUT CERTIFICAT NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING -.- 3. INSULATION COMPLY W1TF#ALL CODES OP NOY .. .. 4. FINAL-CONSTRUCTION MUST ORK STATE&TOWN CODES BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES SBOF NEW LE FOR YORK STATE. NOT �� NNPUINNI�GBOA� DESIGN OR CONSTRUCTON ERRORS kys.DEC ��a_sl•�oz.s SOUiN01QHPC Fire separation -/9-0,�, °„�o�.m required as per NyS Code .... RE TAIN STORM WATER RUNOFF PLUMBER CERTIFICATION PURSUANT TO CHAPTER 236 ON LEAD CONTENT BEFORE CERT/FICgTE OF OCCUPANCY OF THE TOWN CODE. SOLDER USED IN WATER s SUPPLY SYSTEM CANNOT EXCEED 2 0 TRUSS PLACARDING REQUIRED /70 OF 7/o LEAD. PLUMBING All exterior lighting ALL PLUMBING;WASTE installed,replaced or TESTING TIE COVERING repaired shall conform - to Chapter 172 of the Town Code Must provide Manua D,J and S as per NYS Energy Code Fk�tc�,�lYN✓ _. _ Blower door and ductwork testing required. -PARTITION BETWEEN COMMERCIAL AND APARTMENT USES SHALL BE PROTECTED CONTINUOUSLY AS BELOW N O i c COMMERCIAL COMMERCIAL EXISTING 5/8"TYPE X GWB AV O 1 N N u ADD (2)-5/8"TYPE X GWB JOINT TAPE ON EXISTING SEPARATION WALL ON THE PROPOSED APARTMENT ALTERATION SIDE STAGGER MIN.2 3/8"FASTENERS @6"O.C.TO EXISTING STUDS EACH LAYER Q }?p� IF FASTENERS SHALL BE USED FOR EACH LAYERS, APARTMENT KEEP MIN.2"DISTANCE BETWEEN FASTENERS APARTMENT 4aCLj TYPICAL PLAN TYPICAL PLAN AT CORNER - co , �- rl- N APARTMENT COMMERCIAL ca JLc Q BASE � c o N E ��D Af$C c E _ JOINT TAPE X, t � \� � 4')Rfl;' � fl 'o a APARTMENT COMMERCIAL E O 4-5 TYPICAL SECTION AT CEILING TYPICAL SECTION AT FLOOR t%i ti ca co o fa O w n 2-hour Separation Wall Details 7 PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Turturro/Lesha'N Apartmeint Alteration THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. ' 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL Riverhead, NY 11901 1� 1 /12 T.01 Title Sheet ly 631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWSi, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS Owner: THE NEW YORK STATE(NYS) BUILDING CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 2 /12 A.01 Site Plan, Demolition Plan g 323 1426 Joan Tu rtu rro, ,JOTAS CCU RP NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 3 /12 A.02 Floor Plan, Roof Plan, Egress Plan lynis@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 4 /12 A.03 Elevasions 1000 Village Lane NYS PLUMBING CODE ABOVE. 5 /12 A.04 Building Sections thru Apartment mailing address: Orient, NY 11957 NYS MECHANICAL CODE 2. ALL MATERIALS;,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT PO Box 444, Orient, NY 11957 Phone: 6 /12 A.05 Building Sections thru Barn NYS FUEL GAS CODE SHALL MEET THIE FOLLOWING REQUIREMENTS: 7 /12 A.06 Connection Part Details e-mail: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAWE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAKE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 8 /12 A.01 Schedules client: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATIMG AGENCIES. 9 /12 S.01 Typical Structural Details 3. MATERIALS OR jASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 10 /12 S.02 Structural Layouts Joan Turturro, JOTAS CORP. Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF TIHE FOLLOWING: 11 /12 MPA Mechanical and Plumbing Layouts 1000 Village Lane site address: SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CO)NFORM WITH EITHER THE APPLICABLE CODES OR 12 /12 E.01 Electrical Layout Orient, NY 11957 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAWE BEEN TESTED IN ACCORDANCE WITH ASTM El19, STANDARD METHODS OF 1000 Village Lane AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF IBUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD Orient, NY 11957 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 1000-25-1-18 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. tax map#: 1000-25-1-18 architect: 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. studio a/b architects NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO THE BUILDING CODE. 24190 MAIN ROAD, PREPARING THE DRAWINGS. 6. ALL NEW WORK<SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD PO BOX 444 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ORIENT, NY 11957 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERI.IOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF T: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER TFHAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION e-mail: glynis@studioabarchiiects.com 803(NYS BUILDING CODE). 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION 807 (NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT, BUILDING CODE:) 9 THE CONTRACT-OR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,)ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: HB FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN REQ. EXISTING PROPOSED ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. LOT AREA .......................... 20,000 ..................................... 10,681 ................ AS EXISTING LOT WIDTH ........................ 60 ............................................ 85 ................ AS EXISTING b. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT DEPTH ........................ 100 .......................................... 125.4 ................ AS EXISTING FOLLOWING CONDITIONS: FRONTYARD ..................... 15 ............................................ 8.9 ..........I..... AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 1 SIDE YARD ...................... 10 ............................................ 11.4 ................ 11.4 AS EXISTING PERFORM THE CONTRACT WORK. 2 SIDE YARDS .................... 25 ............................................ 35.4 ................ 33.4 AS EXISTING r,) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. REAR YARD ........................ 25 ............................................ 1.8 ................ 1.8 AS EXISTING BUILDING AREA................. USPS 1,179.40 ............... 1,179.40 AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL ICE CREAM PARLOR 531.98 ................ 531.98 AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF SHARED PORCH 115.87 ................ 115.87 AS EXISTING ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. BARN 613.10 ................ 613,10 AS EXISTING EXIST. APARTMENT 545.72 ................ 545.72 AS EXISTIN 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY APT. ADDITION ................ 328.06 CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN EXIST. EAST PORCH 40.61 ................ 40.61 AS EXISTING SPECIFIED OR INDICATED. EXIST. DECK 110.84 ................ - WINDOW NOTES: PROP. DECK - ....... 206.19 No. Description Date 11, WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT PROP. WEST PORCH - ........I....... 33.19 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. 1 Revision 1 15/7/21 SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE PROP. SIDE STEPS - ................ 31.63 DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 2 Revision 2 5/13/21 STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR TOTAL: 3,137.52 .............. 3,625.75 REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, COVERAGE ........................ 40% MAX. ............................... 29.1% ................ 33.9% 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH HEIGHT IN FEET.......... ..... 35 MAX. .................................. 14.5 ................ 14.5 AS EXISTING 3 SEC. GUSTS. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS HEIGHT IN STORY .......... 2 1/2 MAX. .............................. 1 ................ 1 AS EXISTING 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. PER SPECIFICATIONS. LANDSCAPE AREA........... 25% MIN. ................... . .......... 44% ................ 39% 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. PARKING 1 required for eanch Apartment 4 ................ 4 AS EXISTING Zj2� 5. INTERIOR WINDOW SILL STOOLS AND APRONS _"HALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS STOOLS. ARE SHOWN AS NOMINAL SIZE. APARTMENT..................... Parmitted as an Accessory use AS EXISTING - FLOOR AREA 350 MIN. - 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, DOOR NOTES: ---- EXIST. 495.19 ................ 459.19 AS EXISTING PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. ADDITION - ................ 298.71 1. ALL EXTERIOR DOORS SHALL HAVE A[AAXiMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 CONVERSION - ................ 571.76 hROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS 2. THE HARDWARE FOR EXTERIOR COh.01 AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND - - TOTAL 495.19 ................ 1,365.66 - REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. APARTMENT BUILDING ALL DOORS SHALL HAVE HANDICAPPI L -CESSIBLE HARDWARE. AREA RATIO 50% MAX. 3. ALL EXTERIOR DOORS WITH GLAZING T" 9 _-E�LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. i6. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, GUSTS. AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY PARLOR 117.98 .............. 531.98 AS EXISTING 0 AS EXISTING 4. ALL DOORS TO HAVE SAFETY GLASS It _a , ,WPLIANCE WITH SECTION 2406 (NYSBC) SUMMARY OF WORK UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY EXIST. APARTMENT 545.72 ................ 545.72 AS EXISTING ` THE SUMMARY OF WORK SHALL INCLUDE BUTT IS NOT LIMITED TO: APT. ADDITION - 328.06 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND BARN Conversion - ................ 613.10 OTHER NOTES. 1. APARTMENT EXTENSION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. TOTAL main building 2,251.10 .............. 3,198.26 1.1 EXTENSION TOWARD'NEST TOTAL apartment 545.72 ................ 1,486.88 1. SEE STRUCTURAL DRAWINGS FOR AL ^'NCRETE, PANEL, AND STEEL NOTES AND TESTS. 1.2 CONVERT EXISTING KITCHEN TO A LAUNDRY ROOM 18, THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 24.20% ................ 46.50% 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES, 1.3 RECONFIGURE PARTITIONS SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 1.4 SHIFT EXISTING WEST DECK AND STEPS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 2. ADDITION OF CONNECT ION/ENTRY 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 3. RENOVATION ON EXISTING BARN TO A LIVIMG/DINING/KITCHEN 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 3.1 STRUCTURAL REINFORCEMENT AND THERMAL IMPROVEMENT CONTRACT DOCUMENTS. 3.2 NEW KITCHEN Health Department: ;Separate Application for improving wastewater system for the entire compound is in progress AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 3.2 NEW BATHROOM 21, COPYRIGHT @ 2021, STUDIO A/B ARCHITECTS DEC: Mot Required ALUM. ALUMINUM H.P. HIGH POINT 3.3 NEW SOUTH DECK THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Mot Required & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY Planning Board: Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, HPC: Required ARCH. ARCHITECT AIR CONDITIONING 4. ALL RELATED HVAC, PLUMBING AND ELECTRICAL WORK PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. ZBA: Required. @ AT HORZ. HORIZONTAL CConversion of existing accessory barn to expansion of apartment with added connection,with BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY Eexisting setback B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION QED AR THE OWNER RETAINS THE: RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. FLOOD ZONE: ) INT. INTERIOR CONTROLLED INSPECTIONS: X 1 (NOTE OMITTED FOR STEPS SINCE REQUIRED SETBACK IS 4') CLG. CEILING CL CENTER LINE L.F. LINEAR FOOT �\ P�I Arl CLO. CLOSET L.P. LOW POINT �v ) CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CMU CONCRETE MASONRY UNIT MAT. MATERIAL SOUTHOLD BUILDING DEPARTMENT COL. COLUMN MAX. MAXIMUMS CONC. CONCRETE MECH. MECHANICAL TiiE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT �� LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. LOCATI OI\V MAP: CONT. CONTINUOUS MIN. MINIMUM C.J. CONTROL JOINT MTD. MOUNTED 'qJ 0237$ �O COR. CORRIDOR MTL METAL OF N -' CUTT. CUBIC FEET N.I.C. NOT IN CONTRACT CU.YD. CUBIC YARD NO. NUMBER SITE SAFETY AND PROTECTION NOTES: PROJECT SITE DET DETAIL NOM. NOMINAL DIA. DIAMETER NTS. NOT TO SCALE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM. DIMENSION PLY PLYWOOD JURISDICTIONAL AND OSHA REQUIREMENTS. " DIM DIMMER O.C. ON CENTER DR. DOOR R RADIUS 2 SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, "'- -. ' ,.• ';5 °� DWG DRAWING RAIL G RAILING E.J. EXPANSION JOINT REINF. REINFORCING FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL 4,. iNTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION F -- ,` '; ELEV. ELEVAT O R.D. ROOF DRAIN r PROCESS. ELEC. ELECTRIC READ. REQUIRED PROJECT Y ,,...,.,Y,' ,,,..<....,n...' 2 q '.,,.: e � 1 Y Fes,. . " • �,:, S. , ,, ;-� ,��-np�' ENT. ENTRY RM ROOM EQ. EQUAL SCIP STRUCTURAL CONCRETE Turturro/LeshmAl�y q �,� s `L EQUIP. EQUIPMENT INSULATED PANEL CODE COMPLIANCE: � � � _=��" -" � � - '':�.�_�`�` �s��t�'� EXIST. EXISTING SF SQUAREFEET Apartment Alteration `•~-� i ,. `"�'�° {, � � ��"~ EXT. EXTERIOR SIM. SIMILAR I.) Use(s)and Occupancy Classification(s): Mix of B (post office)A2 (restaurant) and R3(apartment), as existing FF FINISHED FLOOR SPEC. SPECIFICATION 2. Height and Fire Area: 14.5', 1 story, as existing; Fire Area n/a 4 N. `` `` 9 ry� 9; � � ", ' �, � ' � FIN. FINISH OR FINISHED S.S. STAINLESS STEEL 3.) Type of Construction. Type VB, 2x4 and 2x6 platform construction �` �... s% FL. FLOOR STD. STANDARD 4.) Structural Design criteria: Engineered. _. FLASH'G FLASHING STL. STEEL 5.) Framing elements: See Structural Drawings wµ e'y -.<,,.r t }' - { ,; F.P. FIRE PROOFING TEL. TELEPHONE 6.) Design load calculations: See Structural Drawings FT FEET TH. THICKNESS Title Sheet OPTIONS 7. Glazing protection: Required Wind Speed 130 mile zone; 0.3 mile <1 mile to coast line) 9 P q ( p ( ) ) ,. ,,. ; ,,� GA GAUGE T.O. TOP OF Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedules ~ ..,: '" .'_` "m "~...,,, § I GALV. GALVANIZED TYP. TYPICAL THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR g, Load paths from roof to foundation: See Structural Drawings SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT ) p g ` �•' ~,,,.,,.,_,,,_ , ~,' II °,.'4 'z, _ `--.- " G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED 9. Nailingand/or connection schedule, framing details. See Structural Drawings ;, ._ y~� IN CONTRACT. ) g g s , ,. ~ u'.._ GL. GLASS V.I.F. VERIFY IN FIELD 10 )NYSBC 1030 Emergency Escape& Rescue Openings: See Floor Plan °" �'`"§' q _ 6 ;, ,,„ .. :�}„ ; '" GWB GYPSUM WALL BOARD W WIDTH 11. Plumbing riser diagram: See Plumbing Drawings I ~ . W/ WITH OPT. 1: ) 9 9 9 9 .,,, 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings �..� '~ r °-'-'-' . . I'°"` °`°`'' WD WOOD BASE BID CALLS FOR 2X6 WALLS FOR APT. EXCTENSION, AND 2X4 WALLS FOR THE CONNECTION PART. F "'"~'° 13.)Truss design drawings with certification: n/a F:'`"" '`�q "" =Frn °;_� `' f, v b� OPTION 1 IS TO USE 2X4 WALLS ON BOTH. THE INSULATION SHALL FOLLOW AS DESIGNATED FOR THE �� i."�,~q .,,,, ; - ;.. ," ,,,..,,, �- "� : W.R.B. WATER RESISTIVE BARRIER Project number Energy calculations from design professional. Prescriptive, Comcheck Certificate is atached {.r 4, "�' 1 21017 WALL TYPES. 4/13/2021 D WIRE FABLIC *; �A; WWF WELDED Date ;+ F ^ Drawn by HA , a a; Checked byGB Ij T . 01 r Scale As indicated LO i SITE PLAN IS BASED ON SURVEY BY studio a b architects EXIST.TREE TO REMAIN EXIST.GROUP OF TREES TO REMAIN KEN N ETH M. WOYCH UK LAND SURVEYOR ! TYP. DATED SEP. 20, 2019 651 West Main Street, EXIST.LINE OF c� Riverhead, NY 11901 TREES O LOCATION ORIENT, TOWN OF SOUTHOLD, NY. 631 591 2402 N/F TO BE REMOVED z 631 3231426 FOR/PYROP'.0WASTE WATER WILBER YOUNG SYSTEM TIC Cn SCTM#: 1000-25-1-18 glynis@studioabarchitects.com t OR INSTALLATION E5 STIE MIRIAM FOSTE LOT AREA: 10680.60 SQ. FT. OR 0.25 ACRE mailing address: �S PO Box 444, Orient, NY 11957 OP' D GREASE TRAP USPS TRUCK ELEVATIONS BASED ON NAVD DATUM 1988 S64°23'20"E SPLIT RAIL 125.90' _ SHOWN ARE _ THE WATER SUPPLY, WELLS, DRYWELLS, AND CESSPOOLS LOCATIONS — FENCE — — GRASS E, FROM FIELD OBSERVATIONS AND/OR DATA OBSERVED FROW OTHERS client. GRA s EXISTING ELEC. - - _ �= PANEL$ I NO WETLANDS ARE WITHIN 300' OF THE PROPERTY(ORIENT(HARBOR 900'+/-) oan Turturro, JOTAS CORP. OAB RASS 'j N B uE - I IN UNFINISHED A S�E BASEMENT site address: �I �� -, � GRAVEL FLOOD ZONE X 1000 Village Lane LO i DRIVEWAY � GRASS `��- G AREA O -•- Orient, Y 11957 6.91 OP LOCATION SHRUB EXIST.GROUP OF �: ...,."' """ �I 8.0' WELL BARN (accessory Storage) 613 SQ.FT. TREES TO REMAIN n1 � MAIN BUILDING �� _ �a ,_� EL,14.5' � � FWW PARLOR tax m p#. 1000-25-1-18 USPS 1,179 SQ.FT. m LL W1.6' -- - - - - ICE CREAM PA 532 SQ.FT. (' o _ _O_ --- coN¢. Z APARTMENT 546 SQ.FT. 1 rn aLL I S R (BANE f TOTAL 2,257 SQ.FT. :7 I G IN $LA c NC. �� "'"uA ET &sH S 0 "� EXISTING APT. BUILDING AREA RATIO: 546/2,257 =24.2% -� T Ft IOVAT GR SS '�2 m PROPOSED GLOSS BUILDING AREA: Df F- in T VI ENT L O •-a LO C VER:(619.76 SF NC' �� v ? °:. m EXISTING 1 STORY BARN (BECOME A PART OF APT.) 613 SQ.FT. (N&CHANGE) L� CO v :A FFL 1 .4';;" . -A coNc. FRAME BUILDING MAIN BUILDING: USPS 1,179 SQ.FT. (NO,CHANGE) � O m ( I �. k� n LOT COVERAGE: ICE CREAM PARLOR 532 SQ.FT. (NO, CHANGE) Z (� 2.6 \� — — O _ _ (HATCHED) EXISTING APARTMENT 546 SQ.FT. (N01 FOOTPRINT = z L!J ;Pf�OP.,'fDEG}€ UP I BRICK c FFL 17 8' ADDITION A T 328 SQ.FT. OTPRINT CHANGE) - 2249E w TOTAL 3,198 SQ.FT. coNc. m PROP. APT. BUILDING AREA RATIO: (613+546+328)/3,19a8=46.5% rn GRASS I I o OJ LO PROP. A/C LO I !' OV BRICK I z N _ WIRES�D m z I EXIST. a TREE, 12.5' o EXISTING nP' - EXTENSION_ - - - - TREE I 1 5.42 EXISTING TYp• ZPR N640�3'20"VV PROP.STEPS A/C P. SHIFTED EXISTING N/F CONNECTION/ DECK AND STEPS P. WASILEWSKI EXIST.SHRUB TO REMAIN ENTRY OR ,ems b EXIST.FLAG STONE TO 1 STORY FRAMED BUILDING TO REMAIN ANDREW K REMAIN LO COLLIER WITH 0 10 20 30 F-T USPS (DIAGONAL-IUP HATCH, 1,179.4 SQ.FT.), AND �- _ ICE CREAM PARLC)R(DIAGONAL-DOWN HATCH, 531.98 SQ. FT.) - STATE STREET (PPERS LANE) n Site Plan, proposed _ 1" = 20'4' - - ----- - --- -- - --- -- -- --- - - - - --- - -- " - No. Description Date - - - - - -- - -- - - 1 Revision 1 5/7/21 REMOVE D00 RNEW DOOR WILL BE IN THE SAME LOCATION BUT RAISED - - -- - - - "- - - - - - C. PANEL TO BE --- -- __- "---...-- - ""-- "-- - --" -- -- - - --- _ _-- --- --- - ----_---_ -_--- ELE - - _. . -_ ... _._ RECESSED IN WALL - - - - - ----- - - --- - - ---- ---- - -- - < SET OF BARN DOORS TO BE REMOVED - - - - - - --_ - - - -- -- -- STORED AND REUSED - - - - 1� W .. OPEN NEW - _ : OPENING - - - - - - DOOR OPEN -- - , CONCRETE APRON TO REMAIN - - - - - - - - - - - - WD PLATFORM - - --- --- - --- - - - „ _ = SET OF BARN DOORS TO BE REMOVED .BARN- - - --- - - - - - - - - - - - - _ -- -_ - - - � _ � TO REMAIN - - - - - ,� . (STORAGE), • . ONE PANEL SHALL BE STORED AND REUSED - - ' EXISTING DECK STEPS - - - -- - - :. TO BE SHIFTED TOWARD WEST .. ,,-. - - . -.,' - -. -. - - •-. .• CONCRETE APRON TO REMAIN -- II' ' I BE DEMOLISHED - - - - - - - - - - - - - - - -- - - - 4 • :` _ PARTITION TO - � THIS PART OF CONCRETE - - ---- - - - - - - -- - - - - - - - - - D A- ` TO BE REMOVED �I A - -- - - - - - II C� - - - - - - - WEST WALLL TO • IIAAA ED ® - -- - - - - - - - - - -, - - -. - - - - - - � - .- •- • , .- - - . - - ' BE DEMOLISH _ --"-- "------------_----.---- EXISTING - - - - - 0 A 1T PORCH _ ...... .._ } _.. ..._.. .- :.:._.:_:.:.._.-::__ - _ " • ,. ., - . •- � • -.. •- APARTMENT E S ;I -- - -- --- - - -- -_ _ - - - --- - - TO REMAIN. ., '• . ,, ., I ------- ----- - -- -- ------ OPENING TO BE BUILT FOR GLASS DOOR III --------------- ------ — f= - - ------- --- ------------_._..----_____----- ----- - --- _ ---- --- ---------- - _ __ -- -- - - - - - - - - -- - - -- - [ _ ............................ . _ ____ _ _ _ ___ ____ _ _ _ _ .._.... WINIDOW TO BE DEMOLISHED -- ------- ------------ - ---"- --- -- -- — - - - _...-__.----__--_-_ .... _... - _.._.._...._....... _.__ ...- ..__._..._... ...... _.. - ... - _....._.__....-.. - - "-- - "-- - -.._... ._._ ._.- _....__.... __......_... .... -" - ""- - "-- - - - "" __ .._... _ --"- ...__..__.._... . - " -. ...." - "-" ___-__..._.._.....__..._..___. � ............... ............__..... ....__.....__..._._ I PROJECT I r_........._....._.__.. ._.. ------- — - -" - - - ------ -- - - --- - . ..._ . ...__.. -- - -- --------------- _ -- - - - -- -_ __- -- --- - - -- - -- ---t-- -- _ - - - - _ u rt ro w _ _ __ _ T ur /Lesha _____-__ __ ___ _ _ _ _ __ _ _ _ _. ... .........._.____ - .-...-___ -.. ....._.__ ._____.._ ..-� -- --- -_._ . _ - -- ---._...- ._. _.. _ .__._....... ......._.................._._....._ ._.._.._......_...__.._.._..__.._ ...._._.. -"- - _7..-- --..__ - - .._.._ .. - -- - -. .. - - - - - _. _.. _.. .- - -- - -- -- - - " - - _. . - - - - A Apartment Alteration - ------ --- -- - ------- --------- -- - --- -- -- 71 - - - - -- - --- - -- -- -- p t to anon ---— - -"--" -"- - ----- l M E N T-= : ._.:_. _:..-..- —..—"- - ---' - - - - --- -- --- --=- "- ------ - I� --------------- --- -- - ---- -_----- - t -- - - - - - - ---- -- -- - - 1 --- - - - -- - - - - - _- _ - -- - - - - - - - -"-- --- ---- ------- ---- "-" -- _------- -- _- --- a-- - -- - - -- - - - -"- -_ - -- - __ -- - - -- - I -_----------------- - -- -- -� -" ----_--_-- --- — - — - Site P I a n , D e m o I i t i o n --- - -- - - - ------- ----- _- --- -_ ------_ _ -_._"- --..------------.--.----._.--_.---.- Plan --.----.-_---..--"----..-------------....._-_.----_.___.__._._._..._____..._..__.._....._.....__....._....-_.._..__..."._____-.......... .............. ----- --- -- _________ _._..._ ..... .... ...... .. ...... _ .--._...... ------" - I- Lil __ _---_::_:--______- :_:_ _::--:___::_:_:_:::____:__--::_:_:_::_:__ :::..:_:::_:: ___ -:______:__:_ -:_:_:__::- - _ --- __ :_--__:_:__:- :_:::- - --- 77..__. B. 1 - - - - - _ - - Project number 21017 KITCHEN CABINETS BATHROOM TO REMAIN Date 4/13/2021 THIS WINDOW TO BE TO BE REMOVED HA REPLACED WITH A DOOR PLUMBING FIXTURES TO BE REMOVED Drawn by LINES DISCONNECTED AND CAPPED Checked b M A.3 A.4 y �B o M O_ A. 01 n Demolition Plan CD1/4 = 1 -0 Scale As indicated U') EXISTING BARN ROOF studio a/b architects \/ ?! 651 West Main Street, O I t Riverhead, NY 11901 631 591 2402 5 A.03 1 NEW CONNECTION ROOF 631 3231426 o ASPHALT ROOFING COLOR TO , glynis@studioabarchitects.com � MATCH EXISTING mailing address: 1 ON FULLY WATERPROOFED WITH 2� I m' g A.05 I 4 1 TPO OR EQ. PO Box 444, Orient, NY 11957 A.06 A.04 an '.Barn Room (L ki NEW APARTMENT EXTENSION ROOF oo 1 ex1 -- - -- t-._:-:-_- ASPHALT ROOFING $ 6' client: A.03 3 A.2 i COLOR TO MATCH EXISTING 4 F ,�374 SF , Joan Turturro, JOTAS CORP. 0. 7.5 site address: ------- � s • 14.3 ; 1000 Village Lane „ : B.3 Orient, NY 8 0 , 11957 it N _ ...... ...........................-... _......_......._......... ........ ... . ,.-:.::......:::....- ..::a tax - - - LI - - I map#. 1000 25 1 18 I _k 7i4.5 I I I � I , EXISTING APARTMENT ROOF Ali ASPHALT ROOFING U? Den F:'; Cl) t0 Bedroom ...o .. W I -ri... .. __-_ 0 216SF M - I -� 5.5 tllt�/ B.2 : 1 - - - F t X.2 L7�1 .. ! I ! I ! 40 SF I I I I Apartment Egress Plan OCCUPANT LOAD: 2 Room# Room Space Function Net Area Net Area Required Actual Note Type per Occupant Occupant Load Occupant Load A.05 1 Bedroom Residential 200 342 2 2 2 Den Residential 200 216 2 0 same Occupant as Bedroom A.03 2 2 I 3 Walk-in-Closet Residential 200 Inclided in Bedroom A.04 4 utilityResidential 200 40 1 0 same Occupant as Bedroom 6 Barn Room Residential 200 374 2 0 same Occupant as Bedroom 8 Pant Residential 200 46 1 0 same Occupant as Bedroom n Roof Plan L 1/4" = 1'-0" I I TRAVEL DISTANCE: Room# Room #of Exit Re uied Exit Door# Travel Disance 1 Bedroom 1 exl 50.2 No. Description Date - - - 2 Den 1 exl 23.2 1 Revision 1 5/7/21 F-1 2 EXIST. ELEC. PANEL _ _: _:_ __ - _.__ - .__ ._ :_ - 3 Walk-in-Closet 1 exl 45.2 A.05 TO BE RECESSED IN WALL X.2 A.03 - -_ -_ -=_-_ ---=_- -- -__ 4 utility1 exl 16.3 2 Revision 2 5/13/21 6 Barn Room 1 1 50.2 X.1 1 Pant 1 1 50.2 8 A. A.3 _ __ _ _ . 24'-2314' +- CODE REQUIRED MAX. TRAVEL DISTANCE:200 NYSBC T1017.2 CLEREESTORY -� /1\ __-.____. _ --_US PS ABOVIE 24.4' - -�-� - 3 - - - - I' 1 li i ( , ' Ilj , - , III ( ' I j! I' l i l l I! ! ! I' I' I! i !' I I -__ ADD NEW PARTITION - - Y.2 , I , , II , ,� , �� , II ' ! ! iI :IIII! -- -- -- - ' -- -- - - - I 1 ', 14 I I ! II ! �: I ! , - I !,Iil ! I !II , ! ADD - ' A" - --- -- _ - -- - - -- e i a'l rocs i l! ' ! ! !' jj o II ! M ! I ; 11!I III !IIII ( li II 1 II EXISTING PA 30"X 72" ,i ' l ! !! I!.� � , i !I ' , � ' I ' !'Ii! 11! `I I 'I ! II!ll - - - - : ' !!ill '� II ! I 'Ii IiIIIII ! ! 'll ( I I , III I ! II ! ' SHOWER PAN I ! � ! ! I I ! ' i '' I ! ' , - ••� '-• TYP. - - I III IIi� !li l !II ' I I ' ' ' � 1 D _ „ I l ' 1 i ' I I j I III ! ! I !I 7 -6li o ;1i, II � 1!, II � 11 ! � II !I I ! I ! { - I 1 1 ` ! ! I III I I I I i i I ! ! ! I I I I 'V I! A.04 EXISTING WD PORCH _ D l III 'I' Mill II _ - - - -- --- -- ---- - -- - ! I , `'I' Ml Il!!IIIIIL TO REMAIN _ - - - _- -- -- - -_ - I��I{ �I! I`i I II!II !IIIII 1I '� oII III�'`I'II,III I!`II'IiI,II, I �-- , . - - '• -- - --- ------- --- - -------_-_---- -- llI I !I II �-p� om , I I { ! A.03 I I I 1 !, lj1 ll A.06 -- - - - - _ j�l��' I1,111; l!I II;Ill1 'Ilii illlll I! Ijilljll! - -- - - • 5 KITCHEN - - II il` - +/- -0" _- -- - - I 13 0 8 - - -_ 1 N �'illllill!Ii�il ill' s ! l! l � III i iIIIII : I, I !I .I 11I! lil `II !I:I, ! - -- _-- - -- --- A.05 M I+ I— `I IIi�N IIIIII Ili ! i�! ! iI111�!Iil!I�II' II I !I ; %II ! ' - - 1 I ! : + I ' !' ` l ! , 11 ! !! Ili - - I i , 1 I I II I I w I i , I ! ' l ,l I i ! !Il I ! ! i I ! ! 1 1I ' I!liI 111 ' !I !Ill � -- 3 A.2 A.3 - -- - -- - - I , !ip �#r! I'. I ! illli iil; ' ll Il !' ! ill�!II � I ' IIII. i! !Ili ! .. • . _� f'Ii ll I II! 11REFRIGE ,lilI,I 4'-0 - I! i ! 11�II� lI I ! ! I ! ll I I I , I < j , 1 ll . � �- '�.2� • 2 2 WD FENCE &GATE 1 l II l ll Iil - - - ` ` III I, i: l ! ! Ill - - - --- _ --__- -- --- -- -- - -- _-- _- __ , ll !;�! III , , !' � I ' • TO REMAIN { , { - ADD!! ! {I • HORIZONTAL - - - I I I I ,l 6 3 D 1X4 !: , I III ! I Ii 11 , !t , I : , i is il � ! ! ! I ! I ll ''i ` ''`! '' ! I ' II ! ' , ; I I � LATTICE BOARDS@4" ! : :I I I 'IiI !l ! ,i�Il i � i O.C. -- REMAIN AS IS il; , i I !LIVINGIII - l ! I I !IIIII 'll,l'�I :I ��EDA,gc��, WestEnfhy I , p�dAR1i� - , , I =, : N ' ! , ; ! , : , ; : ; I i _ .- ---- - -- - - - v� �! :0 CA -4 1/2", ' : I : „ _ -...- _...-- I WID 5 HIGH BENCH -- -- .__._....__ 1"` I ,II E1 ! , i! ' � ~ -- : : ao ( ,zt I I III 2 -0 _� 4 91/2 :0'-4 „ I- I' I I i i 1 . I I!I I I l l , I I ! ! ' : EXISTING APARTMENT Q ! I , ! ' I II � ' I ! 1 I L! l` . I I ' esfBafhr-oo- 02 a� i ! INTERIOR RENOVATION ONLY 16„ DEEP ---- CLOSET it ill l � i! �! - --- - ��` I � : 111 l!l'. ! !III ' , I!Ill ,l II!II ! I Iil IIIIIiI ; !I ! _ ' ! 0'-41/2' ; BUILT-IN (5)-SHELVES - - - - ��. \ oNti � II ;IiI 1II'1 ! ! I! iiI! ! lIi ! , Ii -- - �--- ' I ' I ! ' I ' I ! EXISTING WINDOW, TYP. i --- - - -- �/ ` '• _ - I , : I I -__- j ---- -- _ - - - - : Y.1 _ - -- - - - - -- __ --_--- , N - 73 / : , --------- .._..- - - -- -- -- - -- - - O - - ...............-.._--_....-...._....._.._-._--...__77-77- - ......._ PROJECT -- - / „ B. 1 . - --I - _ -- :-___ _ --= --- -- --- �- {_- -- - _ --ICE CREAM PARLOR - - - - - + _ - 5 0 -- - - ---_- - - - -- - ----- M - urturro Leshaw 17 -0 314 1 - -6 ---------- -- -- -- - -- - -- --- --- - ._._.._._._..------- ._... B� room -Den-----_.__.__ , 0'-4 1 2 0'-4 1/2" = -- ------ ---------- Apartment Alteration --� - -- _- -- -=4'-3 1/4" +/-_ - ----15'-0 1/2" +/_-- - -- ..__..... --- -- ----- - ...--- -- - --- .-- -- - c14 - - --- A.03 2 - ---- ------ ---- --- ----- ------ . ...--- --- - - -- `_ ------- - 2 - -- - - - .._..- - ....._.__._...._._. _ - --co - UtlIlt - - -_ ---------- -_ -_�_-_-_-_-- - _- _-___-..- -� _ ._. .: .. _.... _................_ -----_---- -- - - - _-- -- - ... - ..... - - -- _. - --- ----- - --A.04 _ - - I ------- 3 -01/2 +/--_--.....-..--_....----__---_--__...-------...12 -0 -,.__...._._...:-:_::_::_�_�.::__-__-_---- ,---------6 -8 1/2 +/-.... . ... - Floor Plan , Roof Plan , - -- _- _ _ i _ _ � __- ___ __ � Egress Plan _..__.. _. .._. ...... ................ .. _____-- -.._..... V NEW O N-GRADE DECK ------ -:. . ----- --- ------_. _ --..-.. -- -- .-----_..... -- -- - --- -__-- - ---- - - - 10 1O 1O _ Project number 21017 12'-6" 30'-,2 3/4"+/- I �° I UP! Date 4/13/2021 SHIFTED DECK AND STEPS - Zo (SIDE ACCESS LOCATION EXTENSION 4 I SHIFTED) Drawn by HA Q ® EMERGENCY ACESS OPENING A. 1 A.3 A.03 6'-0" 4'-0" A,4 Checked by GB M i o 1 Floor Plan N N Scale As indicated studio a/b architects 3 4 A.06 A.06 CONNECTION ROOF EXISTING BARN ROOF 5 West Main Street, Riverhead, NY 11901 ASPHALT SHINGLES 631 591 2402 EXISTING APARTMENT ROOF APARTMENT EXTENSION ROOF TO MATCH EXISTING NEW CLERESTORY 631 323 1426 ASPHALT SHINGLES A.3 A.2 A. OVER TPO OR EQ. TRIM TO MATCH EXISTING glynis@studioabarchitects.com A•4) TO MATCH EXISTING WATERPROOFING EXISTING SHINGLES ENTIRELY mailing address: FASCIA AND TRIM NEW CEDAR SHINGLES, PAINTED ,..,_,. -.....""".,....."- EXISTING PO Box 444, Orient, NY 11957 EXIS1rING, TYP. '..,"ti „ ._:................ .........n.._.r..,.,.. ......; .;_ ,.. ,p,, . . STYLE AND COLOR TO MATCH 1X2 ON 1X8 EXISTING PAINTED TO MATCH ;_ _\, EXISTING " client: TYP, EXISTING SGINGLES Joan T rt JOTAS CORP u urr I, \. o, 1.,- PATCH AS NEEDED .:.:.. ... ., site address __ __ _, _ - .- -- 1000 Village e Lane , . .: ; 1 One Y 11957 ; , „ Orient, N I ,; ...:..........._,_,,.,..-..,-,�,._,.,-.. .. ----111---,j- I'll.,N-1 I-.:- 1-11 - i ... ..,.,...,>,.....,..,.,.,..-._. .. ,-.m..,,,»..__.....,... , i .. .. .. i : i : { It „.. ,,. . , ,.,„ , ,,,,, tax map#: 1000-25-1-18 . , ii ; ,. 1. I: j - EXISTING r. .'{..„,y,.. ,:,.,..M;,.:,,,.--,,.,. ; , ,..,, .::.,,,; ..;... _ I TRIM REPAINTED ; :,. ,.,......,.. -:111 ,...-::......, s. . , -,_,_.,. D I'll, ,0 0 ;. : -- TO MATCH EXISTING fi i , i. ' � � 2 2 F*I ]\ ;. ; I ,. , ii 0 0 ; ; Sit f l ,.. ,..,,... ,, {-. ., , ., :- - :... t .. i... .. .. I. 1 0 I,.,.-. „ �,.,.. , f ' I f ,. », , I I 0. i ;; .. ,. - - - - j.0-I i-1-0110-0..;-.0 I 11 I�Iil..10.I...-.-I I I I I I 0- .I ; .. � - '{ -:..... -7_._,: ! : . .. - .�J-0. ; ... :. !i � .. ..... -. .,. E�� --.___._..i...,,.. ,00 11. - r _. _ 1. _ _ _ 1 I " . �,..0"'000"'.00 I"I'�01,00110"".,��-""..�"00 ,.. ,.., , .. - .; ;: -,,�, , .. i , First Floor .�u -0. -- ;.� I ! � T... _ _ . ; ; -! : " 3:f 11 { .. 1. _ _ v ; . - .,,..,,„»....,w., _ „ ., .. , .. ,., .. , k f , LJ ... .. ........... .... .... ._,., .._.,.-..._...0....,-_... ... ......._...-.....-._.......... ..... .. .......-. .. .. - - - - ............ .-.. .. ....,.......:...I._._ _.........0.....,........,._....,_.-......,....... ...... ...... f . '.. ....E , ., _. _ _ _ I! Barn Floor Raised LL__,.--------___..- _ -. _ _. _ -_ ._,._..-_.---_.-_,�,--______-.._.,_..___.____..,...--------- ,_ _ ........... ... .. ; 511 - _... - � w �a _ .-_..-._ ___..._.__ _..._. _...-. _. ._.. ._. .__, _, _ ___...._ ___ u__. _ _. __ _..�_ ,- - -,-.__. ._._.. 10 re�rr .. .. ......... : . ..... ..-., ;.,.,.,.,.,.,..._., ...._........ .. _ .. .. YEA,iv nv _ _ : . : I : , ; i .. .. ............. _ ,"°re'.swseae reri�avrr. - - -r - - - ..... ...... ... ..... ..._ ............ ........ .......... _...... ... ... .. ... - nr,wi rr:rwwr,..ryorv,r -,onr�ni r rosorrr„e, -s ,rewvrr wr .11 . . i - .. .. - . -- EXISTING WINDOW . . _ _ .... ... ...... _. .... .... . _..... .- _.... I. ... ..,......- -.,.,.,.... .. . .. ; 0. CEDAR 4X4 POST TRIM PAINTED TO MATCH EXISTIN"G NEW DOOR, REPLACED AND PAINTED W RAISED, PA RITE Apartment, Connection Part„ and Barn 1 NORTH Elevation 1/4" = 1'-0" NEW PLUMBING VENT 1 Y. 1 Y.2 Y.2 A.05 EXISTING ROOfF Y,1 /� A.05 c p EXISTING ROOF �'� B. � •6 B. 2 1 / - / I A.04 FASCIA 1X2 ON 1X8 No. Description Date PAINTED TO CEDAR SHINGLES MATCH 1 Revision 1 5/7/21 EXISTING EXPOSED n EXISTING STYLE AND COLOR RAFTERS TO MATCH EXISTING EXISTING EXPO)SED RAFTERS I TYP' TYP. I EXISTING VERTICAL SIDING I TRIM TO MATCH ;. , ,, . EXISTING, TYP. EXISTING SHINGLES n , . . ,,...,.;,..... _ .-. ..,..., . ..,, - [ ,.-.... -.... __I, - :.: . ... , , -- , , . , , .., - 1, ,. .. . . . " .'.. - --- , . -f i I 3 i , ,. .. ,: , , i I .l : I. : f .{ ,.,i; t. ,-,, , 1 tJ l #, li- :. I 0. I r . ;. , 0�001 , , . ; i E I .. .. .. , , , I t , , � ...--, '.. .. I .. .- 9W 1 I; \ 0- ; . I � I� 0 .. gg 0 0 f I -� 1. ' / . \ i I ! . , ,r�, ,:,e 0 I�, : 0 7 - I i ' I \ REINSTALL EXISTING BARN DOOR ,., _, I- i0 1 1 0 11 I .0 I ; i., - , ,I I I , ! S -------- F �:�I \ i i 0 . .. - , „ , . ... -.. „ . I ,i \ RAISED,ED f . I ! s I 3 I { .... {{ I .) .. _..., _... ..._ - - r a.. -- ! , , � � f OVER NEW SLIDING PATIO DOOR I _...... I ' ' , 1 ,. i 0 j ', f / 4 , 0 I . 4 I . ! , f i , I ;........,.. I , ;: ; _ ` f I0. , _, ., _ L First Floor 8 i .. _. . ..., ,...._. ,__ , ; E , or _ . ,. 0000 - _ ( 4 t0 00 I; 0' - 011 iq I F'f rs I . .- - _. , ^" ; , ,� ..f € . , a ;. \ / I 0 0 D i ", I 1. ,-, . ... . e0e .., . .. ., ,. ., I - .... ... .. .... .. , IA [ .t .. ....... .. .,. , f - , , f'. . B rn Floor Raised Barn Floor Raised B�rn......... ...... , k - r 11 ,. I I ; 4.... ...._... ,-_ r,-�.--,�- -... ...... .... .- , _ .., ___ ._. _ - Floor .. �-t- - - _ -:., , i � i 1 11 - _I,' 1 11 Raised _ i ,.-..... - , w. - - _ - __ ,_» - ,�� 2 �5 2 5 ; 2 5 /. -..,..,...._-.........-12 - - -- - ._ ... . - -._., ._..�--- _,__-- -- -- -' : _.. _.,..---- - ._._..._ E __,__ _--_-_- -_.,,_, w �F __-_- __-_ _ ; Barn Floor . ; --- -. y„ - - - - __ __ 0. 0. I ,\ . . -31 0'' .. J I , __.__._.___-_______ _. LE i _._.. EXISTING SHINGLES a NEW EDAR SH1NCv S ! , ; . ... .... . .... _........... t ... ... _.........I - ... .. ... ... .... PAINT D STYLE AMID COLOR ,. . .. ; . ........ , .. .. :... .... i . ........... 0. 0. I. I :. I . . . -�- TOM^TCH EXISTINIG �} REINSTALLED ONE SIDE OF BARN DOOR - - - -" .... _..... ..._. .:- I .. . .. ......_ ,,,, __ ". ............. OVER WALLED OPENING NEW DECK RELOCATED DECK AND Connection/ West Entry and Barn East STEPS 5 Elevation 3 Barn West Elevation n WEST Elevation Copy 1 114" = 1'-0" 11411 = 1'-0" 1/4" = 1'-0" ,QED ARQ - �p lU ARIi2 y'�F 4 3 1 C'.�,,p,''k,','e � � A.06 .,:_ I- v 1 ,-,',,,;�,`-,,,�, EXISTING �� ,T,;�,;;,',,�s CONNECTION ROOF NEW CEDAR SHINGLES PAINTED ,� �237a-1 T,� J� Fyn'�. ASPHALT SHINGLES STYLE AND CO OR TO MATCH EXISTING I "" ` TO MATCH EXISTING EXISTING SHINGLES OVER TPOOR EQ. /� • 1 /� •2 A •3 A•4 PATCH AS NEEDED WATERPROOFING A. /"1 1 EXISTING ROOF ENTIRELY EXISTING SHINGLES 1X2 ON 1X8 1-11 PAINTED TO MATCH EXISTING APARTMENT EXTENSION ROOF P. ASPHALT SHINGLES TO MATCH PROJECT EXISTING EXISTING N SIDE WINDOW DOOR Tu rtu rro/Les haw Apartment Alteration 0 �71::1 1 11 I I I I I I I I I , a Ni I I I I I I I I :i E evasions � / \ z / L- 1 0 First Floor - ! 0' - pll ! it " I ILl I I �[ I I - -- - I - - - -- - - - - Project number 21017 I - !Barn Floor Rai d _ - i -I I I I I I � I I I � _ _) I I _ _ _ - I= -2' - 5" Date 4/13/2021 1 1 1 1 1-�I I l � I F � - I I ill + FE� ( I = Drawn by HA Q 11 1 11 111 1 11 1 11 I I 1 IIIII IIIIIIIII1 1 11 1 11 1 1IIIIII-ill-III-I -I I -I I I-I -III-I 1 1IIII I1 1 11 11III-ill I 11 1 1 II I-! ! IIIII 1 1 1 1 1I 1 11 1 11 1 I�-III IIIIIIIII-III-III- Checked NEW 4-PANEL PATIO DOOR TRIM PAINTED TO EXISTING3 WINDOW AND TRIM, TYP. PROP. LANDING AND STEPS C ec ed by GB o MATCH EXISTING 4 SOUTH Elevation Co 1 (STEPS LOCATION WAS SHIFTED) 11 = 1 11 A. 03 0 1/4 1 -0 N ICT Scale 1/4" = 1'-011 2x6 RIDGE BOARD ASPHALT ROOFING ON ASPHALT FELT studio a/b architects PAINTED 2 �\ 2 ON HUNTER PANEL COOL-VENT 5" ON 2" RIGID INSULATION B. 1 B• 1 AND/OR B.2 CERQPN "0'6 651 West Main Street, 1"AIR SPACE .04 B. 1 ,6 A.06 B,2 ON 5/8" SHEATHING INCORPORATED IN ON 2X6 RAFTERS, EXPOSED IN ROOM @16 O.C. \NNVN �GOO�= Riverhead, NY 11901 HUNTER PANEL SI? FLPPN� �pN 631 3231426 3 10 TO MATCH EXISTING 2X6 END BLOCK PAR NUNS \NSvLP� glynis@studioabarchitects.com A.04 +/-, O �� 3 -2X4 NAILER 6 12 �a 2 RG PO mailing Box 444, Orient, NY 11957 EAVE CONST.: PANELING PINE 5/8" SHEATHING client: PAINTED FACIA 1X2 ON 1X8 PAINTED B•3 2OX6 @16"O.C. (PI 1X4 Joan Turturro, JOTAS CORP. 2X6 RAFTERS EXPOSED h? site address: PAINTED PVC SOFFIT W/VENT 1000 Village Lane (2)-1 3/4"X 5 1/2" LVL PLATES — 2X6 RAFTERS EXPOSED TO ROOM Orient, NY 11957 (D 1X2 ON PAINTED TYPICAL WALL CONST.: 1X8 FASCIA tax map#: 1000-25-1-18 CEDAR SHINGLES 1X4 PINE WALL TOP PLATE: PAINTED, EXPOSURE STYLE AND HORIZONTAL PANELING w _(2)-_1 3/4"x 5 1/2" LVL COLOR TO MATCH EXISTING ON 3/8"GWB p LJL ON WRB (BLUE SKIN) — 10"+/-TO MATCH EXISTING ON 1/2" SHEATHING + ON 2X6 STUDS W HW FLOORING TO MATCH EXISTING —' ' 5 1/2" MINERAL WOOL ON 3/4"SHEATHING BATT INSULATION ON 2X10 JOISTS @16" Li = ,' CQ �' n Apartment Eaves - Callout 1 C 111 = 1'-011 0LLLLL I — - First Floor o , 1 5 1/2" MINERAL WOOL BATT INSULATION Bairn Floor Raised A — — — -2' - 5 z _ No. Description Date I 1 T icaI SDuth-North Sectiion thru Apartment 1/2" = 1'-011 ASPHALT ROOFING 3 ON ASPHALT FELT A.2 1 ON HUNTER PANEL COOL-VENT 5" A.06 A 04 ON 2" RIGID INSULATION ON 5/8"SHEATHING A. 1 A.3 ON 2X6 RAFTERS EXPOSED IN ROOM @16" O.C.0 1 NEW �•`� -- EXTENSION UNDER EXISTING EXISTING ROOF ROOF/CEILING _ I TYPICAL WALL CONST.: CEDAR SHINGLES - . __ — _ —___ _ _ ........______._, .a ._ .._____. ,ram_.Y_. PAINTED, EXPOSURE STYLEK; AND COLOR TO MATCH EXISTING 'mil r YYK ON WRB (BLUE SKIN) �Y:�y% 1X4 PINE 1 3/4 X 3 1/2" LVL COLLAR TIE, ON 1/2" SHEATHING HORIZONTAL PANELING ON 2X6 STUDS N ON 3/8"GWB I PAINTED 5 1/2" MINERAL WOOL BATT INSULATION 1/2"GWIB PAINTED ' BRED ARC Bedroom Walk-in Clo. Den t lity77 HW FLOORING TO MATCH EXISTING .k '_, ON 3/4"SHEATHING ON 2X10 JOISTS @16" ,' �`!j O237'6'1 y�Q — PICKET DOOR L u l IJIFirst Floor Ik i' PROJECT I 5 1/2" MINERAL WOOL Tu rtu rro/Les h aw BATT INSULATION EXISTING FLOOR CONST. Apartment Alteration Building Sections thru — g _— NEW2" RATSLAB ' = Apartment ON DAMPPROOFING _ p __T__T7 —NEW CRAWL SPACE FOUNDATION I I I—I I II I II I II I II ;� l IIII III I Ii I —� � IIIIIIIIIII—I =1 —IIII—I � I —III- -� IIIIIIIIIIIIII Project number 21017 —_ -- — I Date 4/13/2021 -- I — I Drawn by HA Checked by GB o EXISTING CRAWL SPACE FOUNDATION M CD T icaI West-East Section thru Apartment 04 A . 04 Scale As indicated I i INSTALL RIDGE VENT - EXISTING ASPHALT SHINGLES ON RATH BOARDS studio a/b architects 651 West Main Street, I X.1 X.2 Riverhead, NY 11901 631 591 2402 - - 631 3231426 EXISTING 2"X 6" RAFTERS @24" O.C. glynis@studioabarchitects.com ! I PO mailing Box 444, Orient, NY 11957 1 client: Joan Turturro, JOTAS CORP. site address: I 1000 Village Lane Orient, NY 11957 ! 1X4 BATTEN I ON 1X4 PANELING PAINTED tax map#: 1000-25-1-18 ON 2X12 SISTERED TO 3/4"T&G PLYWD SHEATHING EXISTING 2"X6"RAFTERS EXPOSED ON--� 6" RIGID INSULATION R30 X6 CEILIMH JOISTS 24" DEEP WALL PLUS @16"O.C. CABINET 4" HUNTER PANEL INSTALL EAVE VENT TOTAL R=51 H-SHIELD .1 R21.1, EXISTING EEXPOSED RAFTERS AT EAVES ><' L 1/2"GWB 1x4 HORIZONTAL PANELING, PAINTED EXISTING;SHINGLES AND SIDING 16 PAINTED ON 3/8"GWB ON 1 1/2" FURRING 1/2" GWB, PAINTED NEW TRIM I TO MATCH EXISTING ON EXISTING 2"X 4'STUDS @24 O.C. ON ;2X4 STUDS @16" O.C. \`\ 5 1/2" MINERAL WOOL BATT INISULATION R23 ` BETWEEN STUDS REUSED EXISTING BARN DOOR NEW GLASS PANTRY TALL CABINET ` SLIDING PATIO OR SHELF DOOR HW FLOORING ON 3/4" PLYWD SHEATHING NEW TRIM TO MATCH EXISTING ON 2X6 SLEEPERS @16" O.C. ON EXISTING CONCRETE SLAB BASE CABINET 5 1/2" MINERAL WOOL F=- BATT INSULATION R23 Barns Floor Raised -2' - 5" _EXISTING - - - - - - _ No. Description D e FOUNDATION a <- ----- - -- i-- I i� Barn Floor I Revision 1 P 5/7/21 TYP --r - -1I -- - - - - - - — - -- - - --- , I i - -- - � -; - -- - -- i -- --I ----_- - -I — ---_ - - XISTING CONCRETE SLA77 B--- I El — I-- E III—III =I = 1 � ! IIII _ ��ida—I I = 1=1 1IIIIIIIII—III= =i i _ _ _ _ III I1211 -- 11, I II 11-- A.05 EXISTING ASPHALT SHINGLES ON RATH BOARDSI EXISTING 2"X 6" RAFTERS @24" O.C. Y.2 Y. 1 _ _ ___ _- _ ............. ................ _ .. __ _ _ _ __ -__-- ... _-�. - - - --- - -- - --- - ----_ - -.---— _ --_=-- - --=6" RIGID INSULATION R30 - ---- --- ---- ------ _ _ - - - -- ------ .. ---- -- ---- - - - --------- - -- -- ---... -- - --- - - - - _._. ---------------- -- -- - -- -------------. - -- _................... - --------------- _... --- -- - - - - _...__..__..... _..-.__----- ---.-..._...- -----......_...------- - --- -- --- - - --- _.... - - - PLUS �.. - --- ----- --- --- _ _...- -- -- - -------- - -----....-... --- - - _................. _ - - ._......- -- - _... _......_._ _...... _-. -- -- ..__. -___4" H U N TE R PAN E L._____ - -_.__-____: _._:.: - _ --- - _.. ..._...-.._.-.._.. --------------------- --------- -------...._................_........._ _... - _..... - ..-_.-.-..--......_ _. . - _ ----_.- _...__..-....... . .- - ------------ --- -- - -- ----- - -- -- --------- -------= -_H-SHIELD NB R21.1, - - ----- ---- _-- ----------___-- -..___.-_ --- - --TOTALR=51.1=----_ ----- ------ - - --- EXISTrING SHINGLES ---- -- -- .._-.. _ ........_....._-.............._. . _....._- ......_ _..........- ..__. _..._...-.......-..-.._.. _.. ...--......_.-..__...._._- _...... ..................... _.-_.._._.._....._._._... _._... - - _ _ c -------------------- ------- --_-___-__.__ -- - --._-.__ _._____--- -- ---------------- - _____-__�---- --- _ AND.SIDING -- -- -- ..__..._ _............._.._.._. --- -..._.__..__.._..-- - ---.._._...--- ---- - -- - ----- ----- --- - - - _-_. _---- -- --- - - - - -- ---- -_-1 X4 BATTEN-- - ON 1X4 PANELING- -- - - -- - - ---- - --- --------- - ------ --- ---PAINTED - _ ..........---- _ - ...._..— _- _---.. ------ f- __... - _...._... -- -.... _.... - _ _ ---- - - - - -------- ON 2X12 SISTERED TO . _.---------------- ------- -- - -- --..._..----- --------- -- -------___-- - .....__..._...- - - - - - --------- --EXISTING -- ---- -- - -- --- - ------ - 2"X6" --- -- - -- ---- - --- - -- -------- -_...--- .-. .... .. ---------- --------- ---- - _....._..--............. _..- .._..._. _.. - . - ---- -- - -- _ — RAFTERS - --- -------------- - --- G2- - 1x4 HORIZONTAL PANELING, PAINTEDIX ON 3/8"GWB i N 1X4 TRIM EXISTING SHINGLES - ON 1 1/2' FURRING PAINTED 3 -01, 1 -9' OF NEB ON EXISTING 2 X 4 STUDS @24 O.C. 5 1/2" MINERAL WOOL BATT INSULATION R23 BETWEEN STUDS 1`` I II 1X4 PANELING, PAINTED ON 3/8"GWB g,l , ;+ PROJECT E ` tl Turturro/Les haw I�,II HW FLOORING oo I:'; ON3/4" PLYWD SHEATHING Apartment Alteration ON 2X6 SLEEPERS @16" O.C. ON EXISTING CONCRETE SLAB ': `iil' :I I I!i ' .I-„ First Floor OIL ,,:.;:, ., , of - off 5 1/2" MINERAL WOOL BATT INSULATION I ; l; is Building Sections thru Barn Floor Raised Barn �I I, —2' — 511 — — — � — — — — — � �I ' � — Barn Floor ...... ------ ------- -- : ! i ---- ---I _- - --- I = i ;----- I -------- -- -------- - - --- i- Project number 21017 -- ---I --- - I --- -- I ---- --- --- ------ III II I - I II — — -- -- ---- _ -- - -- -------- -... ! - Date 4/13/2021 _ _ _ I I I1 iIII I_ Ilii i i III _ _ IEl —iI=I F�IFEI _ _ �EEIIEEIEII F�II=II=I - Drawn by HA I_ I I — Checked by GB A . 05CD a , -I I e H—I I=I I � „ : I I I I � , I 111 1 J I I — — Scale 1/2 — 1 -0 I I r C N O A.2 rn c o TOTAL ROOM AREA NET: 115.00 SF o !i I " o _o AREA MORE THAN T CEILING HT: W 75.18 SF E �; w_ Q C N -40 O t 2 J C A.06 o a) E B. 1 .6 - � X.2 �v�`�o A i a E 4 3 yam+ 5 A.06 A.06 -- � 023781 �� v A.1 rF ca Cu First Floor Reflected Ceiling Plan- o n Connection Area Callout NEW ROOF CONST. AT APT. LOCATE NEW RAFTERS FOR NEW ROOF CONST. AT APT. EXTENSION: CONTINUOUS RAFTERS ESPHALION: �+ /� /� /� ASPHALT ROOFING 2 �� studio a/b architects 4 A. 1 3 A.2 ON ASPHALT ASPH ROOFING FE T 1 A.3 EXISTING EMENT FROM B. 1 ON ASPHALT FELT B. 1 .6 2 B.2 ASPHALT ROOFING 4(A nA.06 A.04 ON HUINTER PANEL COOL-VENT 5 A.04 A.06 651 West Main Street, ON TPO OR EQ. VVATERPRROFING ON HUNTER PANEL COOL-VENT 5" ON 2" IRIGID INSULATION Riverhead, NY 11901 ON 2" RIGID INSULATION METAL FLASHING WEAVING ON 5/83"SHEATHING 631 5912402 ON 3/4" PLYWD SHEATHING ON 5/8" SHEATHING EXISTING ASPHALT 631 323 1426 ON 2X(6 RAFTERS, EXPOSED IN glynis@studioabarchitects.com ON 2X12 RAFTERS @16" O.C. I ON 2X6 RAFTERS, EXPOSED IN j SHINGLES ROOMI @16"O.C. ROOM @16"O.C. 3"CLOSED CELLSPRAY I EXISTING ROOF CONST, 2x6 STUDS WALL 3"CLOSED CELL SPRAY FOAM R19 PLUS mailing address: FOAM R19 PLUS WITH 7 114" R25 MINERAL 7 114" MINERAL WOOL BATT INSULATION R30 PO Box 444, Orient, NY 11957 7 1/4" MINERAL'WOOL BA \ WOOL BATT INSULATION TOTAL R49 INSULATION R310 EXPOSED TOTAL R49 RAFTERS client: y I 1X4 PINE PANELING PAINTED x: PAINTED B.3Joan Turturro, JOTAS CORP. site address: 1000 Village Lane Orient, NY 11957 2X4 STUDS INTERIOR PARTITION 2x6 STUDS WALL SURFACE FLUSH TO WITH 7 1/4" R25 MINERAL EXTERIOR 2x6 WALL ABOVE j WOOL BATT INSULATION tax map#: 1000-25-1-18 � \ 2K (2)-1 3/4"x 5 1/2" LVL HEADER / \ 2x6 STUDS WALL -- _ WITH 7 114" R25 MINERAL WOOL M (2)-1 3/4"X 7 1/4" LVL HEADER o BATT INSULATION 2x4 STUDS WALL 1" RIGID INSULATION r ( CONTINUOUS ON WRB First Floor _ ON SHEATHING WITH 3 0' _ Off — 1/2" R15 MINERAL WOOLildl_i - BATT INSULATION L _ (V M L? Barn Floor Raised e), F„ _ Barn Floor Raised Barn_o� a Floor = 5 — — — _3, Off_ - NEW FOUNDATION7 EXISTING FOUNDATION WALL _ = PROVIDE ACCESS OPENING TO — I—III NEW CRAWL SPACE I No. Description Date _ CRAWL SPACE — - - •-.- • rt— - —V' — 311 ® - -- i I I I �I II I�I � I I� I i I i I G'$: - •:e .,-<-, - .- • -•i :- .. I I I IIII II II -I I -II III I- Sout Section thru Connection Ste s I 2 3 Ent X.2 4 3 A.06 A.06 A'2 ASPHALT ROOFING ON TPO OR EQ. WATERPRROFING I , ` 12'- 11 114"+/- 4'-0" ON 3/4" PLYWD SHEATHING 2 I , ON 2X12 RAFTERS @16"O.C. A.06 1 3/4"X 11 1/4" LVL AS REQUIRED SCRAB EXISTING RAFTERS - B.3 3"CLOSED CELL SPRAY RIDGE BEAM FOR NOT TOUCHING NEW ROOF Ur FOAM R19 PLUS 7 1/4" MINERAL WOOL BATT �\ I I I INSULATION R30 B.3 i .6 I I ( I TOTAL R49 Ili 'I i'I Barn Ro6r'1' ' ' ( i N j ( IL6k( , ) I West Eritry iz i I( c RELOCATED DECK _ f t 1 i i I _ PATCH AS NEEDED 1 0'-2 00 I 1 Q I I _ I I � 1 0 i i i I I i I i I (2)-1 3/4"X 5 1/2" LVL I HEADER, TYP. O Q 2x4 STUDS WALL _ W 2x4 STUDS WALL j ! 0'-4 1/2 1" RIGID INSULATION iv Z � Q 0'-4 1/2" 2'-0 14'-9 1/2" , j _ w 1 RIGID INSULATION I ! CONTINUOUS ON WRB ;, J = CONTINUOUS ON WRB „ ON SHEATHING WITH 3 U ON SHEATHING WITH 3 R15 Q Za 1/2" R15 MINERAL WOOL HW FLOORING _ ON 3/4" SHEATHING O BATT INSULATION PROJECT ! Ll"'! — — B.2 ON 2X10 JOISTS @16"O.C. a0 - Turturro/Leshaw N - - — -- .......---- ----- --- Apartment-- ' Alteration ----------- rh Barn Floor Raised f : I : I M� I I I I i I I : I I I11 OL I i; I i III i' 11 I I f III _ Con n ection Part I 7 1/4" MINERAL WOOLB. 1 .6— — - ------------------ ----------- BATT INSULATION Details R25 SHOULDER Bedroom _— _ RECEIVING 2X10 JOISTS _ 2" CONC. SLAB ON _ —I I DAMPPROOFING CRA3Date L SPACE — _I a 1 II IIII —IIII - = Project number 21017 A. 1 ®l/� 4/13/2021 �, p FOUNDATION WALL • _ _ Drawn by HA South-North J� —NVITH SHOULDER— I- Checked by GB —FOR SHALLOW TO GRADE WALL M n Floor Plan0„ Callout 1 4 Stretch _ — -11 III1 IIIIII1111 I —III III1 I11 I=11 I-111 1 Il I I11 11=1 11=11 CD T Scale 1/2" = 1'-0" I i Door Schedule Paint Types studio a/b architects Mark Room DoorType Dim Product Finish Lock Set Handle Note Paint Product 651 West Main Street, Riverhead, NY 11901 Type Application Hue 1st Coat Fnish Coat Color 631 591 2402 1 Entry Half Glass In-swing Door 36"x 80" TBD Entry 631 3231426 2 Entry Full Glass In-swing Door 36"x 80" TBD Entry A Interior Gypsum Wallboard Latex Flat Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior Latex Super white glynis@studioabarchitects.com 3 Bedroom Sliding Patio Door 5'- 11 1/4"x 6'-7 1/2" Andesen 200 NLGD6068R Repaint red exterior,White interior Existing Existing Reuse existing prime as needed for the repaint. Flat(219) mailing address: (Reuse existing) B Interior Gypsum Wallboard or Wood Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior SEMI Super white PO Box 444, Orient, NY 11957 4 Barn Room Sliding Patio Door 4-panel 11'-9"x 6'-7 1/2" Andersen 200 prime as needed for the repaint. GLOSS (224) NLGD12068-4 C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE 2 coats, BENJAMIN MOORE REGAL 5 Barn Room Sliding Patio Door 7'- 11 1/4"x6'-7 1/2" Andersen 200 NLGD8068L METAL&WOOD ENAMEL (363) EGGSHELL FINISH (N319) client: 6 Barn Room Exterior Panel In-Swing 36"x 80" TBD Entry D Exterior Wood Weathered Finish Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED Door E Exterior and Interior Wood Clear UV Protective Water Base Ecoprocote AcriSoy by Eco Safety Products Clear Joan Turturro, JOTAS CORP. 7 West Bathroom Interior Panel In-Swing 36"x 80" TBD Bed & Bath Sealer Clear Sealer, No Sheen (www.ecoprocote.com, 877 366 7547) Door F Exterior and Interior Wood Clear Gloss Ecoprocote Eco-TuffTm High Traffic Flex Clear Wood Finish 2 or 3 coats, Eco-TuffTm High Traffic Flex Clear Clear site address: 8 Entry Closet Double panel Swing Door 48"x 72" TBD Closet Finish for High Traffic by Eco Safety Products(www.ecoprocote.com, 877 366 Wood Finish 1000 Village Lane 7547) Orient, NY 11957 9 Bedroom Pocket Door 3 "x 80" TBD Flush Pull G Interior Wood Stained Water Based Stain Ecoprocote TimberSoy by Eco Safety Products 1 coat Ecoprocote AcriSoy(no sheen), or 10 Bedroom Closet Pocket Door 300"x 80" TBD Door L a Latch Sliding Flush Pull (www.ecoprocote.com, 877 366 7547) Eco-Tuff High Traffic Clear Coat(gloss) by Eco 11 Utility Interior Panel In-Swing 36"x 80" TBD Closet Safety Products(www.ecoprocote.com, 877 366 tax map#: 1000-25-1-18 Door 7547) 12 Closet Interior Panel In-Swing 30"x 80" TBD Closet Door 1 13 USPS Exterior Panel In-Swing 36"x 80" TBD Entry match existing Door 4 Den Full Glass In-swing Door 30"x 80" TBD Entry Tile Types 15 Pantry Pocket Door 32"x 80" TBD Flush Pull Tile# Application Tile Type Tile Product A 1"x1" Recycled Glass Mosaic Tiles, cream Cooltiles Vidrepur Glass Mosaic Nieblas Collection Recycled Glass Tile Cream-(VID-36956) B 1"x1" Recycled Glass Mosaic Tiles,white Cooltiles Vidrepur Glass Mosaic Anti-slip Collection Recycled Glass Tile in White Slip-Resistant-(VID-36999) antislip Window Schedule C 1"x1" Recycled Glass Mosaic Tiles, white Ivory Cooltiles Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile in Ivory-(VID-36933) D 1"x1" Recycled Glass Mosaic Tiles,white Cooltiles Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile in White-(VID-36930) Type Mark city Product Dimentions R.O. Finish Glazing Sill Height �HeadHeight� Comments Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile Mesh Backed Sheet in White-(VID-36930) H 12"x12"slate tile Daltile Slate Brazil Green or equal 1 6 Andersen 400 TW28310 2'-9 5/8"x 4'-0 7/8" 2'-10 1/8"x 4'-0 Exterior white, Low E4, Stormwatch 2'-0 1/2" 6'-1 3/8" Heights above Apartment Floor J Stone mosaic tile, Onyx Cooltiles Clear View Split Face Ice White Staggered (CV-52175 ) 7/8" Interior white K Stone mosaic tile, white Cooltiles Clear View-5/8"Small Mosaic Tile Thassos White Tumbled-( CV-51934) 2 3 Andersen 400 A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" Exterior white, Low E4, Stormwatch 4'-2 3/8" 6'-2 1/2" Heights above Raised Barn Interior white Floor 3 1 Andersen 400 AXW51 5'- 11 7/8"x 2'- 11 6'-0 7/8" x 3'-0 Exterior white, Low E4, Stormwatch 3'-2 9/16" 6'-2 1/2" Heights above Raised Barn 15/16" 1/2" Interior white Floor 4 1 Andersen 400 C16 2'-0 1/8"x 5'- 11 7/8" 1'-9"x 6'-0 3/8" Exterior white, Low E4, Stormwatch 0'-8 5/8" 6'-8 1/2" Heights above Raised Barn Interior white Floor Exterior Finish Schedule 5 1 Andersen 400 TW210310 2'-11 5/8"x 4'-0 7/8" 3'-0 1/8"x 4'-0 Exterior white, Low E4, Stormwatch 9'-3" 13'-3 7/8" Heights above Raised Barn Construction Exterior Finish Color Notes 7/8" Interior white Floor 6 2 Andersen 400 TW2836 2'-9 5/8"x 3'-8 7/8" 2'- 10 1/8"x 3'-8 Exterior white, Low E4, Stormwatch 2'-0 1/2" 5'-9 3/8" Heights above Apartment Floor 7/8" Interior white Existing Foundation wall Parged light gray New Foundation wall Parged light gray Wall New cedar shingles and Existing, painted(Barn Barn red to match existing Exposure to match existing (alternate wide and narrow) Red to match existing) Trim 1x4 painted (Barn Red to match existing) Barn red to match existing INo. Description Date Soffit PVC soffit board white 1 Revision 1 5/7/21 Insulation Schedule Fascia 1x6 painted (Barn Red to match existing) Barn red to match existing Porch Column 4x4 Cedar Bleaching Oil weathered Construction Location Construction Material Thickness, R value Note New Roof Asphalt shinles; Connection Part:Asphalt color to match existing shingles on TPO(or eq.)sheet membrene Apartment Extension Roof/Ceiling Exposed 2>x6 Rafters Continuous hybrid rigid insulation over roof structure Hunter Cool-Vent 5" Panel, R20.5 plus 2" rigid insulation R10, total R=30.5 Deck 5/4 x 4 Cedar To be protected with wood clear sealer Connection part Roof GWB ceilinig on 2x12 Rafters Closed Cell Spray Foam and Mineral Wool Batt 3"Closed Cell Spray Foam R19 plus 7 1/4" Mineral wool Batt R30, total R=49 Insulations between rafters Barn Roof 1x4 batten on 1x4 Paneling on 2x12 sistered to existing Rigid Insulation and Hunter Panel H-Shield NB between 6" Rigid Insulation R30 plus 4" Hunter Panel H-Shield NB R21.1, total R=51.1 2x6 rafters rafters Apartment Extension Wall 2x6 studs vwall Mineral wool Batt insulation between 2x6 studs 5 1/2" Mineral Wool Batt Insulation R23 Connection part Wall 2x4 studs\wall Continuous Rigid Insulation out side of sheathing and 1"continuous Rigid Insulation R5, and 3 1/2" Mineral Wool Batt Insulation R15, Mineral Wool Batt Insulation between 2x4 studs total R=20 — Barn Wall Existing 2":x4"studs wall, w/ 1 1/2" Furring Mineral Wool Batt Insulations between furred studs 5 1/2" Mineral Wool Batt Insulation R23 Room Finish Schedule Apartment Extension Floor 2x10 joists Mineral wool Batt insulation between Joists 5 1/2" Mineral Wool Batt Insulation R23 Connection part Floor 2x10 joists Mineral wool Batt insulation between Joists 5 1/2"Mineral Wool Batt Insulation R23 Finish Barn Floor 2x6 Sleepers on existing concrete slab Mineral wool Batt insulation between Sleepers 5 1/2" Mineral Wool Batt Insulation R23 Room# Room Name Floor Base Trim Wall Ceiling Comments Shim space around window and door Fill all along the shim space with flexible spray foam 1 Bedroom HW flooring to match existing Match existing Match existing Pine Paneling to match existing; Paneling, 2x6 rafters insulation 9 9 9 9 9 9; 9, Partiton around Bathroom Mineral wool Batt sound insulation between 2x4 studs New partition 1/2"GWB painted exposed, painted (Type B)to (Type A) match existing 2 Den existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2"GWB painted (Type A) 3 Walk-in Clo. existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2" GWB painted(Type A) 4 Utility existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2"GWB painted(Type A) 5 West Entry HW flooring to match existing Match existing Match existing 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) 6 Barn Room HW flooring to match existing Match existing Match existing Pine Paneling to match existing in Paneling, 1x4 Batten, painted (LDK) Apartment; New partition 1/2"GWB white(Type B) painted (Type A) 7 West Bathroom Tile (Type B) Bullnose Tile(Type A) Match existing Tile(Type A), WR GWB painted 1/2"GWB Painted (Type C) (Type C) 8 Pantry HW flooring to match existing Match existing Match existing Pine Paneling to match existing in 1/2"GWB Painted (Type A) Apartment; New partition 1/2"GWB ��REa ARC/ painted (Type A) , \g Q ,J ARG F� A 2 '1:�A -k • PROJECT Turturro/Leshaw Apartment Alteration Schedules Project number 21017 Date 4/13/2021 Drawn by HA Q N Checked by GB M O A. 07 N 0 Q V Scale LO GENERAL NOTES: (AS PER CODE STATE OF NIEW YORK) DESIGN CRITERIA studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO jATTACHED DRAWINGS FOR APPLICATION TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMEINSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FUOOD 651 West Main Street, SNOW SPEED DESIGN DESIGN UNDERLAY HA\ZARD(h) Riverhead, NY 11901 CONDITIONS AT JOB SITE. ANY DISCREPANCIES O)R OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE RECORD ARCHITECT ANID SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN LOAD (i) (mph) CATEGORY WEATHER- LINE TERMITE DECAY TEMP. (f) WENT2402 AWARDED. OTHERWISE CONTRACTOR WILL BE HFELD RESPONSIBLE FOR SAME. (g) DEPTH(b) glynis@studioabarchitects.com (d) REQUIRED gly 323 1426 nis@studioabarchitects.com 2- 1/2" BOLTS 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 20 Ibs 130 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/A mailing address: DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL TO HEAVY MODERATE ° PO Box 444, Orient, NY 11957 APPLICABLE CODES, STANDARDS, AND GOOD COl'NSTRUCTION PRACTICES. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE N DESIG LOADS ®° client: LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN LOCATION LIVE DEAD DEFLECTION LIMIT Joan Turturro, JOTAS CORP. CONNECTION WITH THIS PROJI=CT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS L/360 � ` �\ 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 t��\�OJ�� site address: MATERIALS. ATTIC (NON STORAGE) 10LBS 5LBS L/240 2 �G 1 Village Lane g�� ° ° °�' Orient, NY 11957 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, ENERGY CONSERVATION CODE, FIRE CODE, PROPERTY ATTIC (STORAGE) 20LBS 10LBS L/240 MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,TOWN OF SOUTHOLD CODES, AND ALL OTHER ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS L/240 CODES AND REGULATIONS HAVING JURISDICTION1. ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 Simpson Strong-Tie tax map#: 1000-25-1-18 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF ABU44 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN PITCH. TYPICAL ABU INSTALLATION TYPICAL BOLTS CONNECTION BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WIND BORNE DEBRIS PROTECTION (NTS.) ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMI•ITTED, Typ. Structural Det. Post Girder PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 7. CONTRACTOR SHALL LOCATE AND IDENTIFYALIL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY n Typ. Structural Details Post Base n Connections COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER SPACING N.T.S. ` N.T.S. 8. THROUGH 11. (NOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT <4 FOOT < PANEL SPAN < PANEL SPAN 12. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 <6 FOOT < 8 FOOT TONS/SQ. FT. 2 1/2"#6 WOOD SCREWS 16" 12" 9" ALUMINUM FLASHING LINE OF 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL 2 1/2"#8 WOOD SCREWS 16" 16" 12" HOUSE CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL DECKING FASTENER RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT TREATED NAILER PLATE 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMAS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER BOLTED TO HOUSE (UNLESS NOTED OTHERWISE) SEE IDWG FOR EXACT SIZE Lumber Design Criteria Visually graded lumber NAILING SCHEDULE JOIST Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% moaximum moisture content) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS SEE DWG FOR EXACT SIZE All values and factors are from the National Design Specifications for JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACINGS STRAP BEAM AND Wood Construction NDS-2001. ROOF FRAMING 3/8"X7" LONG HOT DIPPED GALVANIZED LAG BOLT Extreme Fiber Stress in Bending (Fb) RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER WITH MATCHING WASHER, Sin le Members Repetitive use Factor Bendin Stress 2 D STAGGERED @16"O.C. INTO JOIST 9 p 9 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST END Member Fb(psi) Cf Fb(psi) Cr Fb(psi) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP DISTANC 2x6 850 x 1.30= 1105 x 1.15= 1271 2x8 850 x 1.20= 1020 x 1.15= 1173 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP E o , ijo No. Description Date 2x10 850 x 1.10 = 935 x 1.15= 1075 COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE GALVANIZED METAL JOIST HANGER 2x12 850 x 1.00 = 850 x 1.15= 978 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END (SIMPSON OR EQ.) Horizontal Shear Stress = Fv x CH = 190 psi RIM BOARD TO RAFTER END-NAILED 2-16d EACH END Modulus of Elasticity = 1.60E+06 psi WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT 16. ALL LAMINATED VENEER LUMBER (LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS - EACHH SIDE JOIST NAILER PLATE DETAIL SYSTEM (EWS)STANDARD PRL.501 WITH A STRESS CLASS OF 1.8E-2600F. STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. SIMPSON LSTA t) RIDGE (NTS.) (NTS.) 17.ALL PLYWOOD USED STRUCTURALLY SHALL MIEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONIG EDGES APPLICABLE U.S. COMMERCIAL.STANDARDS FOR'THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD Typ. Structural Det. Ridge Connection1 n Typ. Structural Det. Deck Ledger9 BY AN APPROVED TESTING AGENCY. (FACE-NAILED) 4 1" - 1'-O" U N.T.S. BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d*" PER FOOT 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A (FACE-NAILED) MINIMUM THICKNESS OF 15/32". THE PANELS SHALLL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. --- FLOOR FRAMING _ 19. ALL FLOOR AND ROOF SHEATHING SHALL BE MPA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-10d PER JOIST -� \ WITH A SPAN RATING CONSISTENT WITH ITS INTEINDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END SHEATHING). BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 20. THROUGH 30. (NOT USED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST SIMPSON H4 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST @EVERY STUD 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST SIMPSON H10 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT @EVERY STUD 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEAkRING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF T-0"COVER. ROOF SHEATHING 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUMDATION ON ALL SIDES AND SHALL BE 12"THICK. STRUCTURAL PANELS 10d 6" EDGE/6"FIIELD 2-8d PER SUPPORTF 35.ALL EXTERIOR FRAMING, AND INTERIOR FRAMIIING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ 3-8d PER SUPPORTF TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. WALL SHEATHING 36. ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERVI'VISE STATED. STRUCTURAL PANELS 8d 1" EDGE/12" FFIELD GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FFIELD 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. 38. PROVIDE DOUBLE HEADERS AND TRIMMERS A @EVER AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS CEILING N GYPSUM WALLBOARD SHEATHING 5d coolers 7" EDGE/10" FFIELD EVERY STUD, ` RUNNING PARALLEL TO SAME. SIMPSON LTS - - 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. @EVERY STUD 40. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BAkCK FROM CHIMNEYS. FLOOR SHEATHING SIMPSON SP2 STRUCTURAL PANELS @EVERY STUD SIMPSON H2 41. JOISTS HANGERS, ETC. TO BE "SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 1"OR LESS 8d 6" EDGE/12" FFIELD @EVERY STUD 42. FIRE BLOCKING TO CODE R602.8. GREATER THAN 1" 10d 6" EDGE/6" FIIIELD SIMPSON SP4 SIMPSON H7 @EVERY STUD � GF C1� * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATH"NG IS @EVERY STUD NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILI.ING 43. INSTALL WALL TO FLOOR AND WALL TO WALL(CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHHEAR ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS, PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING 44. INSTALL HURRICANE TIES AT EVERY RAFTERS;, IF NOT EXISTING (NTS.) (NTS.) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL T Structural Det. Wall to Roof BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. yp n Connections1 1/2" = 1'-0" WALL OPENING MEMBER SCHEDULE PROJECT ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO W/ALL SIMPSON Tu rtu rroles haw SPAN WALL JACK STUDS CONNECTI•ION LSTAII 5, CONNECTION CS 010R H6 Apartment Alteration 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d @EVERY STUD (2)-MICRO 13/4"X NAILED TOE-NAILED 9 1/4"OR LARGER 6' >=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d SIMPSON HTS16 TWIST STRAPS LARGER NAILED TOE-NAILED COMPLIES WITH TABLE 3.3,< 6 WFCM Typical Structural 4' >=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d LARGER TOE-NAIED (16) 10D NAILS REQ'D AI L (6) 12"SIMPSON CS20 TIES Details COMPLIES WITH TABLE 3.313, WFCM-1995 SIMPSON SIMPSON STRONG TIE Project number 21017 LTP4 HEADER TO JACK POST Date 4/13/2021 @EVERY CONNECTION DETAIL (NTS.)STUD (NTS.) Drawn by HA Q Checked by GB M Typ. Structural Det. Wall to Floor Typ. Structural Det. Wall Opening M n Connections1 2 Connections1 1/2" = 1'-0" 1/2" = 1'-0" S . 01 N O N Scale As indicated I i studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 EXISTING 2X6 (OR 2"X 6") RAFTERS TO REMAIN 631 3231426 AS EXTENDING TO EAVES glynis@studioabarchitects.com 2X12 SISTERED RAFTERS NOT TO EXTEND TO EXTERIOR mailing address: PO Box 444, Orient, NY 11957 2X12 RIDGE BOARD client: Joan Turturro, JOTAS CORP. X.2 X.2 site address: X.1 X.1 1000 Village Lane 4 3 1 Orient, NY 11957 r....._...- A.06 A.06 A.04 i _— . -- — tax map#: 1000-25-1-18 EXISTING (3)-CEILING JOIST@4-0' O.C. r ! 1 3/4 X 11 1/4 LVL � rr rr 0 RIDGE BEAM ^� ! o O 2X12 RAFTERS TO BE CUT AT EAVES TO 2X6 SIZE, TYP. ' @ 1 OR p � (2)-2X6 RIM BEAM A.05 4X4 COLUMN BELOW A.2co co x B 3 B.3 ; (3)-2X4 COLUMN TO SUPPORT (2)-2X6 BOLTED TO 4X4 COLUMN RIDGE BEAM i - _ 2X6 RAFTERS ABOVE TERRACE r E : IT B. 1 B. 1 .6 JB 3 ,gyp 0G (2)-1 3/4"X 5 1/2" LVL TOP PLATE ; 6 2X6 RIDGE BOARD j ...._.. .......-....____..__..._...........__._.__..""....__..__.,.. ............. ._..-.___ 2)-1 3/4"X 5 1/2" LVL TOP PLATE ...._ I UP` No. Description Date A. 1 A.3 A.4 A. 1 A.3 EXISTING EXISTING 2 Floor Decking Layout �� Roof Decking Layout 4X4 ACQ OR CEDAR EXISTING CONCRETE MASONRY I COLUMN BASE FOUNDATION 6 ABOVE EXISTING CONC. SLAB 10" DIA. CONCRETE CYLINDRICAL PILE 1" BELOW NEW BARN F.F. X.2 ,, ,,�� j,�, X.1 z I .."...".". ........... A.04 r-" TOP OF FOUNDATION 3" BELOW NEW BARN F.F. ,,:. ;- ''•. WITH INNER SHOULDER, TOP OF SHOULDER 12 114 UNDISTURBED SOIL, OR 4-6 COMPACTED GRAVEL , -': " n 1. BELOW NEW BARN F.F., FOR ", ,: - " �. EXISTING CONCRETE ! 2X10 JOISTS INSTALLATION "' •- ��:: SLAB ON GRADE 5 `:,.. 1 ! Typ. Structural Det. Column Foundation " A.05 i "; TOP OF FOUNDATION 12 1/4" BELOW I 4 � 0237a1 A.2 NEW BARN F.F. N.T.S. GAF OF Nti�1 TERMITE SHIELD t Tom"""rTC �"r�r 5/8"DIAO.C. MAX 5/8" DIA. ANCHOR BOLT @ 70"O.C. max. ANCHOR BOLT @ 48"O B 15" MIN. INTO GROUTED CELLS 7" MIN. INTO CONC. NOT MORE THAN 12" FROM CORNERS, NOT MORE THAN 12" FROM CORNERS, �P TOP OF FOUNDATION 3" BELOW NEW TYP' BARN F.F. 2-#4 REBAR@ O.C. IN GROUTED CELL P. t _ _ GROUTED CELLS, Y.1 6 = = TYP. PROJECT �- __. r B2 2 :,,��•i\i� ,\�i� "j��ij��,.\j �:;, �.: ��f. .,—.�1 , WATER PROOFING, TYP. _ 14 ;!��r</i��i ,�/!%%!i;�!�� WATER PROOFING, TYP. ��ij;!/%%%� �!i;�/ ,.: . Turturro/Leshaw A.06 > '' 2-#4 REBAR @12 O.C. CONT. TYP. 2-#4 REBAR @12"O.C. CONT. TYP. TOP OF FOUNDATION �-� 5'-0" z - z -- 2 RAT SLAB Apartment Alteration 3" BELOW NEW BARN F.F. EXISTING CRAWL SPACE g 2" RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING z ON 6 MIL POLYETHYLENE DAMPPROOFING 2" CONC. SLAB ;, ` - ON UNDISTURBED OR COMPACTED SOIL 0 o ON UNDISTURBED OR COMPACTED SOIL TOP OF FOUNDATION 12 114" BELOW APT. F.F. z (GRAY TONED) - , � � � rr Structural Layouts ° y B. 1 2" MIN. -8" �-2" MIN. (2" MIN.) 0'-8" (2" 2 MIN.) " ' 12" MIN. FOR 1 STORY BLDG 12"MIN. FOR 1 OR 2 STORY FRAMED BUILDING A. 1 A.3 CA.4 DRAIN TILE, TYP. DRAIN TILE, TYP. 3 EXISTING � Project number 21017 A.06 ALT. CRAWL SPACE CMU FOUDATION Date 4/13/2021 Typ. Structural Det. Crawl Space Drawn 1 Foundation Layout Foundation1 Checked yby GB 1/8" = 1'-0111 5 M O S . 02 N O N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Joan Turturro, JOTAS CORP. site address: 1000 Village Lane MECHANICAL NOTES: Orient, NY 11957 HVAC CONTRACTOR SHALL PROPOSE AND PROVIDE: -ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER BARN ROOM tax map#: 1000-25-1-18 -ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER APARTMENT BEDROOM EXTENSION. -CEILING MOUNT ELECTRICAL CONVECTION HEATER IN THE NEW WEST BATHROOM, SIZE TO MATCH THE SPACE. X•2 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE X.1 DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT _ ,...;: SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION 3..M- IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. i 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY {' HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE A.2 A.3 COMPLETION OF THE WORK. £ = --= 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE k ' AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED M� B•3 COORDINATE WORK WITH OTHER CONTRACTORSTO COMPLETE WORK, CONVENIENT FOR THE OWNER 9. CONTRACTOR MUST COORDI gig I 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER } h TRADES,ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES , MAKE NECESSARY CHANGES TO THE E OWNER. (" -�.' . "......:..... _.. E SYSTEM r r CONDITION WITHOUT ADDITIONAL CORRECT THE COND 10 I" . PLUMBER OF ALL NEEDS RE: S s- -- - - T TERMINAL - =..:-. ---` -___ _..........-...................�, -; B•2 R SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT O Y.1 - 12. _. _:..............::..... .............. -, ,... . , �, _......... .... _............................ . .........,...... ____............... GRAMS FOR ALL WIRING REQUIRING FIELD No. Description Date VA CONTRACTOR SHALL E H C CO �.. . _....... ....... .... � µ Revision 1 5/7/21 ).:::. INSTALLATIONS BY THE ELECTRICAL CONTRACTOR � :::...__ ..""" wa_-- ___=:_':_" j .............. ......... 13. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND B. 1 .6 x_ �� ,.__ ._---.:_: _... ..................... . ... �..._ .....,.. _..................................................,......... _....... ..... ...... COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL , E ............ CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. DUCTLESS COOLING/HEATING c..-:,;�::,:;=: 14 PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. - 15. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN EXTERIOR UNIT I: .< SAME CONDITION. 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. k.= 17 SHALL BE REMOVED FROM THE PROJECT SITE, R TO A . ALL REMOVED EQUIPMENT AND MATERIAL , LOCATION AS DIRECTED BY THE OWNER. E 18. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. DUCTLESS COOLING/HEATING 19. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE EXTERIOR UNIT # :=-- -=-1 IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED EXAMINE CAPACITY. IF NOT ENOUGH ^ WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. A. 1 A.3 FOR COVERING THIS ADDITION, A•4 20. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A PROPOSE ADDITIONAL, AND OR LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, REPLACEMENT SYSTEMS AND CONTROLS. 21. ALL EQUIPMENT SHALL HAVE 30" OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ n Mechanical Layout CODES. 1/8" = 1'-0" PLUMBING NOTES: X.2 PLUMBING CONTRACTOR SHALL PROPOSE AND PROVIDE: X.1 -ELECTRICAL TANKLESS HOTWATER UNIT(S)TO PROVIDE ADEQUATE HOTWATER FOR USE IN BATHROOM AND KITCHEN IN THE NEW BARN. UNLESS OTHERWISE DETERMINED BY OWNER AND/OR ARCITECT, PROVIDE PLUMBING FIXTUREpeO A Cl _.. CATALOGS AND CUTS FOR OWNERS SELECTIONS. b Y.2 : 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE TANKLESS WATER �, fir. r CONNECT TO EXISTING WATER SUPPLY DRAWINGS HEATER 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR k I; DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE ON WALL 4237 ;. CONDITIONS.ONS. WHERE HEADROOM OR SPACECO CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL STEABEL ELTRON -" BE NOTIFIED INSTALLATION.RE PROCEEDING WITH + C.O DHC E12 OR EQ. - --1 ;i-- k ; } . . 3 I i s F DIRECTED BY TOHE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO • WORK TO SEPTIC "PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, C SYSTEM MUNICIPA AND THER SING JURISDICTION F THE RK OF THIS ANY PORTIION OFOTHE WORK WHICHSS NOT SIUBJECTTO APPROVAL OF AN ROUT ORITY HAVING REFRIGERATOR - JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION .... ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND B KITCHEN SINK 1. REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE DW -.: R TIME WITHOUT PROJECT t; � . �� ' � --- 6 CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPE , DELAYING THE COMPLETION OF THE ENTIRE PROJECT. WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR Turturro eS aW 7. WHERE THE O g E 1 :......._-::.... .-:::.--.:: _..:...._. ._.............__.-..... . ......_............._...-.::::.. ,< :'_wax » ...�-;. - ' �:.:: F RE WITH THE WORK OF OTHE R TRAD S .. x_.._....._, .. ............................. . . ." - B.2 STALLED Cy1 - __ __ _ •, ' ' ARRANGE SPACE CONDITIONS ONS O MAKE AOSAT SATISFACTORY ADJUSTMENT. IF WORK IS IN Apartment Alteration :.. ..........:..:-::_. ... :":..:-::-:....._... .....::..:..:....._.....:.:-::":::::=...__:::-:.:::=:.", � �, � -.............. _ .... ........ _.. - ES TO THE WORK TO _ ;:..:....... ........_..... I f. ................ __... _ ,�;a: �� BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES 3 MIN VENT THRU ROOF ,; k ", CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER 1 B. 1 • - ROOF 8, FOR THE PROPOSED CONFIGURATION.PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT y CONNECT TO I UTILITY} CONTRACTOR SHALL ADOPT EXISTING j CLOTHES EXISTING LINES WASHING LAUNDRY U R SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE 11...- I SINK SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO - --- UNDERFLOOR I MACHINE Mechanical and FOR EXISTING I r---r-- THE SUBMISSION OF A BID PROPOSAL. T I I 10. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND Plumbing I KITCHEN I KITCHEN WC: I RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED Layouts - ISHOWER LAVATORY SINK :_`_ " .. .........._... . !` . ________ __r___T_ 1 ST FL ME V DOEQUIPMENTW AAND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE OR TO A EQUIP r I 1 12. ALL REMOVED B. 1 j I I LOCATION AS DIRECTED BY THE OWNER. U -- """ ", I I I EXISTING WASTE P AND VENT 13. PLUMBING CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO _.......>....... :.:.:" ______ BARN FL FOR EXISTING TERMINAL POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING APARTMENT KITCHEN FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. Project number 21017 A. 1 A.3 A.4 14. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE 4 WASTE TO Date 4/13/2021 WASTEWATER IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH SYSTEM TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. Drawn by HA a 15. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. co 16. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL Checked by G$ n Plumbing Layout Waste Riser Diagram NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. o 5 17. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE . 1/8" = 1�_�" N.T.S. CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. PN 0 77 j Scale As indicated LO I i studio a/b architects LEGEND 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 FLUSH MOUNTED PANELBOARD AND CABINET glynis@studioabarchitects.com SURFACE MOUNTED PANELBOARD AND CABINET mailing address: PO Box 444, Orient, NY 11957 O CEILING RECESSED MOUNT LIGHTING FIXTURE • CEILING SURFACE MOUNT LIGHTING FIXTURE i--0 WALL MOUNT LIGHTING FIXTURE client: ® FLUORESCENT LIGHTING FIXTURE Joan Turturro, JOTAS CORP. LIGHTING TRACK AND FIXTURE ROPE LIGHT site address: 1000 Village Lane SINGLE POLE SWITCH Orient, NY 11957 T3 THREE WAY SWITCH DIM SINGLE POLE SWITCH W/DIMMER tax map#: 1000-25-1-18 -0 DUPLEX RECEPTACLE �@G DUPLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER =QExT EXTERIOR DUPLEX RECEPTACLE MULTI-OUTLET PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER ® SPECIAL PURPOSE OUTLET ® FLOOR DUPLEX RECEPTACLE OUTLET +�s WALL MOUNT SMOKE ALARM SYSTEM DEVICE s❑ CEILING MOUNT SMOKE ALARM SYSTEM DEVICE WALL MOUNT CO ALARM SYSTEM DEVICE ® CEILING MOUNT CO ALARM SYSTEM DEVICE fl TELEVISION OUTLET -+4 TELEPHONE OUTLET VOICE DATA KI INTERCONNECTING TELEPHONE OUTLET © FLOOR TELEPHONE OUTLET CK DATA OUTLET IN FLOOR < AUDIO OUTLET -0 FAN OUTLET FAN LIGHTING COMBINATION FIXTURE BUZZER No. Description Date 1 Revision 1 5/7/21 k ELECTRICAL NOTES: EXISTING ELEC. PANEL 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE TO BE WALL RECESSED X,2 DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL X.1 PHOTOELECTRIC DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. SMOKE ALARM 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO ELEC. CONTRACTOR TO EXAMINE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. EXISTING SMOKE DETECTOR. :::__-- -c,,--- ' 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY RELOCATE IT IF REUSABLE Y.2 COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REPLACE IF EXISTING DETECTOR �. REQUIREMENTS IS NOT WORKING CONDITION l.' 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, i. UNDER CURRENT CODE ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY CEILING MOUNT � " : � ,, s RANGE HOOD "_"` EXHAUST FAN/HEATER � , ALL LOCAL STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS „ R HOT WATER HEATER .- DW REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. fi;;w"5> "r g 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. d'>� 023?a� �O .. A ; t 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT TF CEILING PADDLE FAN EXISTING 4 RELOCATE EX of DELAYING THE COMPLETION OF THE ENTIRE PROJECT I` WALL LIGHT 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR „ " =^ = - EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT IF WORK IS INSTALLED c t__ A 2 A ` WHERE THERE IS REFRIGERATOR i CHANGES TO THE WORK TO I COORDINATING WITH OTHER TRADES MAKE NECESSARY CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. WALL OVENS 10, THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS g REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL ON CABINET BASE �� `. '. EXISTING LIGHT 11 Y '" � ' CONTRACTOR TO REMAIN EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY ? " CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF PROJECT s FUNCTIONING OR ILLEGAL; �T".... .... ....... --;_,...... ..._.._._.. � _..._..�_�._._ ! � r% �'., ----: CONDITION OF EXISTING ER AND WIRING F ANY OUTLETS NOT 5.,.,., OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. Y. � *:.. I urt ro/ w - 12 CUT BREAKERS TO THE SERVICE BOX ... .. .-... -f ... _.._.. _..". 4 .� .............._........... ....._........ ..................... ....... .. �.. _..............."."„ ."....._. .... ;........._ ......._.._._.. .............. ................... _................. :.,... .............::`�.. .......:'.. p� AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING 4 f CLOTH WASHER AND DRYER MI AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE FIRE HEAT AND/OR 1 ,q� __ 3 Apartment Alteration 1 ............. ADDITIONAL DETECTOR/ALARM SYSTEM, S --- ;i. ..- ..: B. .VTR:- PROVIDE DEDICATED OUTLETS CARBON MONOXIDE DETECTORS AND PROPOSE ADDIT M, AS . ... .... .... ... .. . ......... . _ j \ / I AND DRYER VENT NG TH ALL LE S. 14. ALL QDUPLEX OUTLETS SHAILL HAVE TWO DIFFERENT NNT CIRCUITS. 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCL), UNLESS OTHERWISE NOTED. 4,t REUSE EXISTING LIGHTINGTR/ACK 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET Electrical Layout REARRANGE TRACK IF NEEDED LOCATIONS WITH ARCHITECT AND OWNER. 17 LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING UNLESS OTHERWISE NOTED .4F I f 18. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING UNLESS OTHERWISE NOTED. ...... .. _ — B. 1 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED Up EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. . . .......... : 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. A. 1 ^ .3 ^ .^ EXISTING CEILING FAN TO REMAIN 21. THE CONTRACTOR SHALL SCHEDULE CONVENIENT FOR THEOWNER AND CAUSE MINIMUM DISRON TO IUPTION O ALSTING L PARTIES INVOLVED.S AT A TIME THAT ILL BE f-� /-1 �+ 22. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED Project number 21017 ON A WALL BACK-TO-BACK. EXISTING CEILING FAN TO BE RELOCATED ALL ELEC. FIXTURES, OUTLETS IN 23. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS, AKDT60 BY AIR KING OR EQUAL. Date 4/13/2021 WORKING CONDITION TO REMAIN ADD AND OR REARRANGE AS NOTED Drawn by HA Q 24. UNLESS OTHERISE DETERMINED, CONTRACTOR TO PROVIDE CATALOG AND OR SPECIFICATIONS OF I` LIGHTING FIXTURES AND OUTLETS FOR OWNER'S SELECTION. Checked by GB "! n Electricalcal Layout . M 1/8- = V-0" 0 E . 01 N 0 N V Scale As indicated � I EXISTING BARN ROOF _ I - studio a/b architects 14.6�1 651 West Main Street, NEW CONNECTION ROOF 631 591 2402 1 5 A.03 6.9 ' 'o` Riverhead, NY 11901 A.05 ` ASPHALT ROOFING COLOR TO �_631 323 1426 MATCH EXISTING n glynis@studioabarchitects.com 4 ON FULLY WATERPROOFED WITH 1 3 1 TPO OR EQ. A.06 � I I III �I, _ mailing address: A.06 A.04 NEW APARTMENT EXTENSION ROOF co Barn Room (L K) PO Box 444, Orient, NY 11957 3 � STRUCTURE LAYER P. t�J.J ex1 ' A.03 ASPHALT ROOFING - I A.2 COLOR TO MATCH EXISTING 507 SF client: III Joan Turturro, JOTAS CORP. -- NEW THERMAL LAYER TO OF NEW AND OLD) ROOF,ASPHALT ROOFING I 8.0 site address: COLOR TO MATCH EXISTING I 14.6 j 3 Orient,Village 1 957 ADDITION POOF ENTRY CANOPY OMITTED SIMPLIFIED - - --_ jj II j 1, tax map#: 1000-25-1-18 2 2.5 24.5 --- 9.5 11.5-- o - 1 L4.2 Bedroom "' Den 0 -- EXISTING APARTMENTf ROOF o - - ----- - I ASPHALT ROOFING 1 V`I I - n of 2 1.7 - _ - 245 SF 216 SF APPROVED AS VOTED ------_-- -- -- - - - L-7�_13.0 5.541 F U ility DATE. ��/3 B.P. B.2 - _ -� / a I I, I I - - -- ---- -- 4 FEE BY l 40 SF EPARTMENT AT NOTIFY B802DING 8AMDO PM FOR THE (X. 1 2 _ A.06 I i �3 Apartment�E ress Plan FOLLOWING INSPECTIONS: B. 1 .6 - - - - I 1/8 - 1 -0 1. FOUNDATION-FOR POURED CONCRETE REQUIRED OCCUPANT LOAD: 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 2 Room# Room Space Function Net Area Net Area Required Actual Note 4. FINAL-CONSTRUCTION MUST Type per A.05 Occupant Load Occupant Load BE COMPLETE FOR C.O. .2 1 Bedroom Residential 2000ccu ant 342 2 2 ALL CONSTRUCTION SHALL MEET THE 2 I 2 Den Residential 200 216 2 0 same Occupant as Bedroom REQUIREMENTS OF THE CODES OF NEW 3 Walk-in-Closet Residential 200 YORK STATE. NOT RESPONSIBLE FOR A.04 I same Occupant as Bedroom DESIGN OR CONSTRUCTION::A:.03 2 6 Barin Room Residential 200 0ty Residential 200 0 3 p CTON ERRORS same Occupant as Bedroom n Roof Plan 1/4" = 1'-0" I I 0 3 OPEN SHELF ADDED I TRAVEL DISTANCE: 3 KITCHEN REVISION �B. 1 _.Z_ __ Room# Room #of Exit Required Exit Door# Travel Distance 1 Bedroom 1 ex1 50.2 No. Description Date 2 Den 1 ex1 23.2 31 Revision 3 11/4/24 NOTE: KITCHEN CABINETS EXIST. ELEC. PANEL 3 Walk-in-Closet 1 SHALL BE DESIGNED V'VHEN A.05 TO BE RECESSED IN WALL X.2 4 Utility 1 ex1 16.3 OWNER CLARIFIES APPLIANCES 6 Barn Room 1 2 48.7 X. 1 - 24'-2314"+l- NEW CLERESTORY A' CODE REQUIRED MAX.TRAVEL DISTANCE:200 NYSBC T1017.2 ABOVE I A.03 24.4' - 3 w USPS (Y.2 ADD NEW PARTITION I U MMAR . OF AMENDMENT. w EXISTING CONC. PAD / I � I LF' 3 1 FOUNDATION E ADD NEW DO N D N SHELF DOOR ATION LAYO UT O OP EN UT REVIS ION ON TY I P. I rn I i DU E ' 12" A.oS' I � , , � , U TC THE EXISTING APARTMENT COUNTER E t 10 AT THE WEST END WHERE NO 4 3 1 i I OVER HANG 0 REPLACE REAR ENTRY WITH BATHROOM p FOUNDATION IS FOUND. KITCHEN DINING A.06 A.06 A.04 3EXISTING Ir____ ' S ADDITION SHORTENED AND STEPS D PORCH 13 2. SHORTEN THE APARTMENT ISLAND LAND COUNTER- TO REMAIN I ! EXTENSION. o i 4'-6"X 8 COUNTERTOP c) 01 w i ON 94 L,24"D DRAWER BASE CABINETS I 1 1 0 ND DW ON WEST SIDE J5A.03 A.06 3. INTERIOR PLAN CHANGES: -� 94"L, 18"D BASE CABINETS - OMIT WEST ENTRY. THE WEST A.05 REFRIGE W/ SIDE 13 0 +/- _a I DW ADJUSTABLE SHELVES ON EAST S - " 8'-o" BATHROOM WILL BE R E LOATE D LOCATION i / ,, -----; Bar Room (LDK) _ FROM THE BARN ROOM TO THIS CONNECTION PART. + I ,-g„ '-6 12 - 101/2 +/ / KITCHEN LAYOUT REVISION A.03 3 3 4 _ 2 -0 _ (A.2I 3 0 3 -o 4. RELATED MINOR WINDOWS & DOORS REARRAGEMENT fy COU 'OVER HANG 2e ; i WD FENCE &GA I 3 I GATE j II TO REMAIN l - ---- B.3 ADD 1X4 HORIZONTAL w li it 17 LATTICE BO ARDS D F A M SS GLASS SHOWER PARTITION R S 4 .. TI ON E D o e � R O.C. I A N I° E R LIVING I _ I I I I REMAIN AS IS C 1 5 + 3'W,6'-10"H [LED SHOWER W/NO STEP OVER RIDGE EXISTING WINDOW, - OPENING o TYP. I COnnect*An r` East Bathro m � n I r O s I I Hall ay , I ADD ITION EXISTING APA RTMENT �- I _ I I 0 I 5 �-0 4 � � � I es t Bathroom s a 9 r' INTERIOR RENOVATION ONLY 16 DEEP I I �; I I , I I - EXISTIN BUILT-IN (5)-SHELVES �r , _ - -4 3/4" G WINDOW, TYP. �j 4 o - - 1 em � 1 CATH DR -AL � Y.1elf 0 I -�' CEILIN O 1 /j1^'� V_ M s/ , -ABOVE - - - __ - - --� - - -----_- - - B.2 Amendment �I i f 2 2024 2 00 �) U P v i ® 0'-4 1/2" 7 FLAT A.06 M CEILING `'� PROJECT _ NEW FULL GLASS DOOR ABOVE Den 1 I 12 ICE CREAM PARLOR - - 3 I ems - - - -J o Tu rtu rro/Leshaw I � edroo 2 �� 11 ' Ill, j ill 1 + 7' FLAT (V Apartment EXISTING STORM DOOR CEILING p Alteration TO BE USED AS SCREEN DOOR - N ABOVE 2 P i l l Walk-i I Utility I A.03 2 �/ +/ 17'-3 3/4" - 0'-4 1/2" 4'-3 1/4" /; 01'-4 1/2" 15'-0 1/2"+/- 6'-8A.04 + Floor Plan RoofNPlan 3 j �� - N i i 0' 4 1/2" f , � � I I� IIII � I Egress Plan ,� II GRADE DECK OMITTED - - - _ _ _ _ - -- - - - - - - - - GG�) I 1. SHIFTED DECK AND STEPS 1'-0" 5'-6" 8'-0" UPI I I : Project number 21017 - (SIDE ACCESS LOCATION r,J ; � L �' Date 4/13/2021 ® SHIFTED) Drawn by HA °- EMERGENCY ACCESS OPENING /� . /� .2 A:3) A.03 _ 4'-0" I A. ^ GBU5 0 >f ( "F r,--'T r Checked by co v n Floor Plan A . 02 N 1/4" 0 a Scale As indicated --_-- II IrIII I-I E-IB-- O2I:� A RI-DI WN PI�E.I T 'r I /-I _ IIII I I--IIliII „I!-e•I-!I-I I:---,I I�I,I--_I'I-I- -I III I I I I II --I I- II ---, � -I— -I e x _e iI! d r i' nII u�I e-I I !I! �II II N _ h�N II I I -,- - „I �II I _- - s t u d i o aNQ�C/F ?� d�b\`O '�2 � `3P architects PAINTED 2 2 (B. 1 .04 B. 1 .6 A.06 B.2 A 651 West Main Street, N Riverhead, NY 11901 A 631 591 2402 ASPHALT ROOFING THERMAL LAYER: 3 ON ASPHALT FELT HUNTER H-SHIELD NB 4"R21.1 631 3231426 A.04 ON THERMAL LAYER ON 2"RIGID INSULATION R10,TOTAL R31.1 B. � ND/OR B.2 GA glynis@studioabarchitects.com ON STRUCTURE LAYER STRUCTURE LAYER: mailing address: 5/8 SHEATHING EAVE BLOCKING PINE 1X6 THERMAL LAYER WIDTH ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O).C. PO Box 444 Orient NY 11957 SHALL COVER INSTALL ASPHALT ROOFING ON ASPHALT FELT THING O OR MATCH INTERIOR CEILING WHERE NO THERMAL LAYER TO BE INSTALLED CONT.EXISTING INCLUDING WALL client: PANE LING THICKNESS Joan Turturro, JOTAS CORP.PAN B. SHIM site address: 1000 Village Lane Orient,NY 11957 2X6 RAFTERS EXPOSED 1X2 ON INTED 1X6 FASCIA 1X6 BETWEEN 2X6 RAFTERS S ON 2XTYPICAL WALL CON W tax map#: 1000-25-1-18CEDAR SHINGLES 1X6 PINE(OR MATCH EXISTING) WHITE WATERPROOFING PAINTED, EXPOSURE STYLE AND HORIZONTAL PANELING 2X6 RAFTERS EXPOSED TO ROOM FLASHING PAINTEDCOLOR TO MATCH EXISTING POLYURETHANE ON WRB(BLUE SKIN) ON 1/2"SHEATHING (2) 4 PLATE ON 2X4 STUDS FASCIA TO - EEN COLLAR BEAMS MATCH \ PEN EXISTING HW FLOORING TO MATCH EXISTING — 3 1/2"CLOSED CELL ON 3/4"SHEATHING H�/LN Y NOTE: SPRAYFOAM ON2X8JOISTS@16" EXPOSED RAFTERS FOR HUNTER PANELS INSTALLATION, INSULATION R22 PAINTED SEE COOL-VENT INSTALLATION GUIDE AT / \\ Apartment Addition Eaves - Callout for htps://www.hunterpanels.com/products/roof-products/cool-vent/ MATCH 0 Lil EXISTING II II II First Floo 3 � 2'-6" 5 1/2"MINERAL WOOL 2'-6" �,? ILLLL- BATT,INSULATION Barn Finished Floor NEW(3)-1 3/4"X 9 1/2" -2' - 4 1/2" 2"CONC. SLAB No. Description D ate 3 Revision 3 11/4/24 ma Typical SOLIth-North Section thr nt Addition ASPHALT ROOFING NEW THIERMAL LAYER: LOCATION OF EAST END OF THE ON ASPHALT FELT HUNTER PANEL COOL-VENT 5" THERMAL LAYER,TO COVER ON NEW THERMAL LAYER: ON 2"RIGID INSULATION EXISTING ROOF OR NOT,AND A 3 NEW STRUCTURAL LAYER: ON STRUCTURAL LAYER: HOW FAR,SHALL BE (~.2 DETERMINED BY OWNER A.06 A.04 NO ROOFING WHERE THERMALON LAYER TO BE INSTALLED) (MINIMUMLY OVER EXTENSION,5/8"SHEATHINGA. ^ . OR OVER BEDROOM, OR OVER (A.4 ON 2X6 RAFTERS, EXPOSED IN ROOM @16 O.C. ENTIRE) CONTINUOUS FROM EXISTING EXISTING ROOF CONST. RAKE ASPHALT ROOFING BLOCKING EXTENSION EXISTING ROOF CONST. ON ASPHALT FELT REMOVE ROOFING WHERE THERMAL LAYER NEW PARTITION ON 5/8"SHEATHING TYPICALWALLCO ST.: INSTALLED UNDER EXISTING ROOF/CEILING ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O.C. CEDAR SHINGLES TT I (ASSUME NO INSULATION) PAINTED, EXPOS E STYLE AND COLOR TO TCH EXISTING ON WRB (BLUE SKI ON 1/2"SHEATHIN ON 2X4 STUDS 3 1/2"CLOSED CE 1X6 PINE OR MATCH EXISTING 2x6 COLLAR TIE, PAINTEDHORIZONTAL PANELING HSPRAY FOAM ON 3/8"GWB J//- INSULATION 1/2"GWB jfF(EDq PAINTED Bedroom Walk-in (Clo. en t lity 0 NEW HW FLOORING TO MATCH EXISTING ON 3/4"SHEATHING OF NE'N ON 2X8 JOISTS @16" POCKET DOOR ST I AJOISTS mendment ONNEWW EXISTING FLOOR CONST. Nov. 12, 2024 First Flo PROJECT LLLLI Turturro/Leshaw 1/2"PLYWD SHEATHING WITH BATTEN ON ALL JOINTS 1 512"MINERAL WOOL NEW(3)-13/4"X91/2"LVLGIRDER Apartment Alteration BATT INSULATION MIN. EXCAVATION BELOW EXISTING 2X8 JOISTS EXI TING WALL EXISTNGFOUNDATION LOWERED FOR 9 1/2"GIRDER — ENCLOSE ABOVE-- HX4 FRAMING NEW MASONRY PIER ALONG BuildingSections thru EXISTINGFOuNDATION SINCE G DE DECK IS NE 2 CONTRA TOR SHALL SITE MEASURE DAMPPROOFING 10'-0" GRADE A STMENT IMIGHT BE REQUIRED RA SLAB Apartment GRjaDE EVATION ANID EXISTING STEP HEIGH o� NEW CRAkWL SP CE FOUNDATION Project number 21017 Date 4/13/20213 a Drawn by HA in Checked by GB NEW ADDITION EXISTING WEST END OF THE BUILDING CN FOUND NO FOUNDATION BELOW EXISTING CRAWL SPACE FOUNDATION N 'I T ical West-East Section tlhru Apartment A. 04 N 2 1/2" = 1'-0" a Scale As indicated I i 12"+/-IMINERAL WOOL BATT INSULATION RAKE LOCATE NEW RAFTERS OR BLOCKING CONTINUOUS ARRANGEMENT FROM S2 p�� 2 s u d i o a/b architects 4 A,5 3 A,2 1 A,3 EXISTING (B. 1 2X6 RAFTERS A.04 B B. .6 A.06 (B.2 ASPHALT OOFIN(� A.06 A.04 NEW ROOF CONST.AT EXPOSED �1 West Main Street, ON TPA O EQ.WATERPROOFING A.06 APT. EXTENSION: PAINTED WHITE FLAT CEILING 7'-0"ABOVE 3"CLOSED CELL SPRAY FOAM R19 PLUS Riverhead, NY 11901 APARTMENT FF 7 1/4"MINERAL WOOL BATT INSULATION R30 63�591 2402 ON 3/4"PL D SHEATHINGASPHALT 63 3231426 ON 2X12 RA ERS @16'O.C. 5'-6" ON ASPHALT FELT S I WHITE B PAINTED TOTAL R49 -gly�nis@studioabarchitects.com ON HUNTER PANEL I ALTERNATIVELY 8"CLOSED CELL SPRAY } 3"CLOSEC)CELL SPRAY SHIELD NB 4" 5" WITH 12'+/- MINERAL WOOL FOAM INSULATION R51 rr4 iling address: FOAM R19 PLUS ON 2"RIGID INSULATION BATT INSULATION R49 MIN. 7 1/4"MINERAL WO L BATT ON 5/8"SHEATHING \ I PO Box 444, Orient, NY 11957 INSULATION R30 ;PP �— INSTALL BTWN RAFTERS WATERPROOFING TOTAL R49 ON 2X6 RAFTERS, ALTERNATIVELY 3 1/ " EXPOSED 1N ROOM @16" 1/2"PVC SHEET I MEMB. FLASHING CLOSED CELL SPRAY O.C. ON 3/4"PLYWD SHEATHING c ent: FOAM R22 EXISTI ROOF 1 3/4"X 11 1/4"LVL B.3 Jo n Turturro, JOTAS CORP. CO RIDGE BEAM s' a address: ---FLAT CLG COLLAR TIE EXTERIOR WALL 'y x _ ABOVE STAIRWAY __ 2X6 PAINTED WHITE EXTERIOR: 1 00 Village Lane GWB, PAINTED EXPOSED 2X6 RAFTERS SHINGLES PAINTED TO MATCH EXISTING Ori nt, NY 11957 _- (2)-2x6 CEDAR GIRDER / 2x4 STUDS WALL -, -- " I I I I I PAINTED IN WHITE PAINTED RED ABOVE LOW ROOF BELOW 1X6 PINE PANELING INTERIOR: EXTENSION ROOF, FILL 3 1/2" PAINTED TO MATCH GWB PAINTED "> t map#: 1000-25-1-18 1/2"GWB PAINTED EXISTING 4x4 CEDAR COLUMN WHITE W/CLOSED CELL SPRAY FOAM PAINTED INSTALL INSULATION R22 _ - i IN WHITE MINERAL WOOL o PARTITION SOUND F_ Rear Deck HORIZONTAL PINE INSULATION (2)-1 3/4"x 5 1/2"LVL ' CATHEDRAL CLG ` WRAPPED WINDOW HEADER 1/2"GWB PAINTED PANELING POLYURETHANE WHI1fE ,' �� I REUSED EXISTING DECK Connection Est Bathroom GLASS SHOWER 2x4 STUDS WALL Hallway PARTITION FILL W/3 1/2"CLOSED 1X6 WOOD PANELING TILE ON 1/2"TILE CELL SPRAY FOAM (2)-1 3/'4"X 7 1/4" LVL HEADER POLYURETHANE BACKER BOARD INSULATION R22 NEW WOOD FLOOR CONST. EX STING WOOD FLOOR CONST. 1'-6" � l'-0"TYP. ON NEW 2X8 JOISTS ---- -- 8 JOISTS O XISTING 2 First Floor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ or T SHOWER FLOOR SLOPED TILE HW FLOORING ON WATERPROOFING MEMB. GWB PAINTED WHITE - ON 3/4"SHEATHING ON CEMENTITIOUS COMPOUND } NEW SOFFIT ON 2x10 JOISTS ON (2)-3/4"PLYWD SHEATHING 1/2"PLYWD SHEATHING OR(3)-1/2"TILE BACKER BOARD i+� Q WITH BATTEN ON PANEL JOINT FLUSH ON 2X8 JOISTS @16"O.C. b N NEW(3)-1 3/4"X 71/4' LVL GIRDER- -2' -Finished Floor _ _ _ _ _ WW �� Barn Finished Floor -2' - 4 1/2„ - -- — _ _ K /2 2 41 NEW FOUNDATION WALL -. am Floor I b . YET - _n Floor Slab INSTALL 5 1/2" -3' - 0„ ° < PROVIDE GIRDER POCKETS ar ' FOR 9 1/2"GIRDERS -3 - off MINERAL BATT WD FLOORING INSULATION i „ ON 3b/4 SHEATHING ' MAS NRY S ULDER ' ' ON 2�X10 JOISTS 16"O.C. } NE FOUNDATION NEW FOUNDATION l - 2"CONC. SLAB - " Mr. 11 AR No. Description Date - I 3 evision 3 11/4/24 CRAWL SPACE - _ _ _ _ — _ — _ — _ _ CRAWL SPACE " -- ---- 11 I . I \ 6 3 I 6 3 d d I I i -I - -- South-North Section thru Apt. Extension & 3 n Section thru Connection Steps n Entry1 1/2" _ 1'-0" (X.2 4 3 (A.2 ASPHALT ROOFING A.06 A.06 ON TPO OR EQ.WATERPROOFING 12'-11 5/32"+/- ENTIRELY 2 3 ON 3/4"PLYWD SHEATHING ON 2X12 RAFTERS 16"O.C. A.06 1 3/4"X 11 1/4"LVL AS REQUIRED SCRUB EXISTING RAFTERS WALL FINISHES @ RIDGE BEAM FOR NOT TOUCHING NEW ROOF CLARIFIED 3'_0.1 � 1'-6" 1'-6" � 3"CLOSED CELL SPRAY T` FOAM R19 PLUS 71/4"MINERAL I INSULATION R30 WOOL BATT B. .6 B.3 - - - B.3 TOTAL R49 ALTERNATIVELY 8" -----"-�-- CLOSED CELL SPRAY FOAM INSULATION R51 2�. i 12" 12" 1/2"GWB PAINT 30"X 72" \ WALL TOP PLATE pt WHITE TILED FLUSH (2)-2X4, EXCEPT WHERE SHOWER WINDOW HEADER I W-o X FLOOR (2)-1 3/4"X 5 1/2"LVL -- - Barn Room LD z rn - TO BE INSTALLED EFIED K� H, Z m O - -- -- - --- BATHROOM FINISHES: 3 0'-3" ---- --- ... --- TOP OF WALL 6'-8"AFF c'��p Kl qR gC'Si Ii� N /" FLOOR:TILE ON SHEATHING m m O FRAMELESS GLASS WALL:TILE ON TILE BACKER BOARD CATHEDRAL CLG G m O z SHOWER PARTITION CEILING: GWB PAINTED GWB - - O - D _ rV. , GWB PAINTED 3 -i �. (2)-2X4 HEADER,TYP. PAINTED { O r East Bathroom � EXCEPT WHERE WHITE . � -v 0 2 1 3/4"X 5 1/2"LVL = ---1 X6 - u_- 7 p -.► D D to O- O HORIZONTAL � 78? WINDOW HEADER TO BE TRIM Q I = Z 00 00 INSTALLED PAINTED iv = -PAINTED w OF w�d z Q 6'-0" 3'WIDE VANITY WHITE U RED o- r RIM 2x4 STUDS WALL _ z AROUND - ¢ 3 1/2"CLOSED CELL Co nectio z - J w_ N o m W 2x4 STUDS WALL w OPENING = SPRAY FOAM -� allwa - U PAINTED �- J- INSULATION R22 - I - y P � 1'-6" 3'-0" T-6" 4" 3 1/2'CLOSED CELL z LIGHT GRAY ->' _ J SPRAY FOAM Q - -_ LL- c a s INSULATION R22 W 3 (SAME AS Amendment (n // 3 BARN WALL) a0- ^I (� 0' 4 3/4" ----3/4"HW FLOORING ~- ' ` ov. 1 2 r 2024 = h, M -ON 3/4"SHEATHING -- ON 2X10 JOISTS @16"O.C. m o 0 0 - - -" PROJECT 6.2 D 6.2 rh Barn Finished Floor TurturrO/LeshaW � , � 2 4 1/2 _ o _ - _ Apartment Alteration 1 X6 HORIZONTAL � - 'v PANELING Mi i � POLYURETHANE 5 1/2 MINERAL WOOL rn 0? i CONTINUES " 2 r, i " i 1 0' 1 0 1 0 1 0' SEE A.08 A.06 1 6 - - R23 SHOULDER i i i i X BATT INSULATION I [}j RECEIVING Connection Part i - i - ---- - - - - - - --- - 2X10 JOISTS - 'B. .6- - _ .. -- xF Z� DAMPPRO SLAB Details i _ CRAWL SPACE � '� x � , 1/2 GWB PAINTED Bedroom -6' - 3" — - o - --�- — I I RITE W HORIZONTAL - - 1X6 FOUNDATION WALL ° 0'-3 3/4" +/- PANELING - POLYURETHANE WITH SHOULDER Project number 21017 TO X.2A.5 FOR SHALLOW T GRADE WALL I ! Date 4/13/2021 I I I I � I I Drawn y I o South-North Section thru Low Sloped Checked by GB n Floor Plan - Callout 1 n Stretch- A 06 Floor a Scale 1/2" = 1'-0" I _ I studio a/b architects 651 West Main Street, Riverhead, NY 11901 EXISTING 2X6 (OR 2"X 6") RAFTERS TO REMAIN 631 3231426 AS EXTENDING TO EAVES glynis@studioabarchitects.com 2X12 SINTERED RAFTERS NOT TO EXTEND TO EXTERIOR mailing address: EXISTING COLLAR TIES TO REMAIN PO Box 444, Orient, NY 11957 2X12 RIDGE BOARD client: �/ Joan Turturro, JOTAS CORP. (X.2 n'2 site address: (X. 1 ) X. 1 1000 Village Lane 4 3 1 Orient, NY 11957 - A.06 A.06 A.04 tax map#: 1000-25-1-18 r. 3 COLLAR TIE INFO.ADDED. EXISTING (3)-CEILING JOIST@4'-0"O.C. 1 3/4"X 11 1/4"LVL O• 4 3 1 RIDGE BEAM A.06 A.06 A.04 LOCATE NEW GIRDERS 1 O`er GABLE SHED d' BESIDE THE EXISTING GIRDER A.05 �� SO THAT GIRDERS CAN BE 4C ROOF ROOF (A.2 SUNKEN 2X8 JOISTS WHILE SHORED BY EXISTING GIRDERS 4,; �k@� 2X12 R ERS TO B CUT AT EAVES TO 2X SIZE,TYP. 11 �v FOR SHOWER PAN �Az Q7CID - _- REPLACE WITH NEW(2)-GIRDERSEXISTINGGOFD3R1 OF X29 1X2"L TYP. '` V. — B:3 INSTALL 2X6 COLLAR TIE INSTALL 2X6 SLIGHTLY RAISED FLUSH FOR THE STABILIZATION WHERE COLLAR TIE FOR STRUCTURAL O___—__ , QSO EXISTING WALL IS REMOVED STABILIZATION l TO BE ABOVE NEW 7' FLAT CEILING IN WALK-IN CLOSET AND ACROSS 10,�0\s EXISTING( - X }` � G TO NORAH WALL X - O•� � GIRDER, P. , __— �, - Y. 1 - - - - - - _ _ - - - M - (B2 Y1 r ��-- 01 INS B. B. 1 .6 - - -_ E L Nk EFL S - 3/ 9 / "C R (3)-2X(4 COLUMN TO SUPPORT LVL GIRDER,=I RIDG EBEAM (2)-1 3/4"X 3 1/2"LVL TOP PLATE STAIR WELL i lip i i i i i i i i aiF ! 2X6 RIDGE BOARD —i i i� (2 4"X 3 "LVL T LAT w N B. 1 - - - -T�T - - g. 1 - B. 1 UP SEE SECTIONS FOR COLLAR TIES No. Description Date 4X4 COLUMN 4X4 COLUMN 3 Revision 3 11/4124 A.5 �A,3 10 OF AREA FOUND NO A.4 BELOW A.5 (A.3 O EXISTING FOUNDATION (2)-2X6 GIRDER SUPPORT ROOF -0" LOAD ONLY. DO }q� �� BELOW RAFTERS NOT LOAD DECK `L EXISTING '63 � O EXISTING LEVEL FLOOR LOAD "Co �� }O�G'�P A O�e�0� OQt�� A O C9� 2 Floor Decking Layout C� Roof Decking Layout 1/8" 11-011 4X4 ACQ OR CEDAR 3 EXISTING WOOD FLOOR EXISTING CONCRETE MASONRY COLUMN BASE EXISTING 2X8 JOISTS FOUNDATION 6"ABOVE EXISTING CONC. SLAB 10"DIA.CONCRETE CYLINDRICAL PILE NEW(3)-1 3/4"X 9 1/2"LVL GIRDER 1"BELOW NEW BARN F.F. NEW MASONRY PIER I X.2 —" EXISTING FOUNDATION WALL X. 1) z I z 0'-8"`MIN. DOWEL TO #4 EXISTING, 4 3 1 REBAR TYP. Y.2 A.06 A.06 A.04 EXISTING FOOTING TOP OFOF FOUNDATION I ` RED q9 3 BELOW NEW BARN F.F. �Ca �NKI A °y O 9i i r WITH INNER SHOULDER � �� Q � I UNDISTURBED SOIL 2 -0 r'3 n TOP OF SHOULDER 12 1/4„BELOW BOTH WAY J;,,�aa 6 q 'i 1 EXISTING CONCRETE NEW BARN F.F., FOR 2X10 JOISTS Typ. Structural Det. Column Foundation and -A .A SLAB ON GRADE INSTALLATIONrs, a o A.05 Pier Foundationv 4 N.T.S. 7a7 �OF ANEW-40 (A.2 r I� TERMITE SHIELD TERMITE SHIELD B.3 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. 5/8" DIA.ANCHOR BOLT @ 48"O.C. MAX. 7"MIN. INTO CONC. 15"MIN. INTO GROUTED CELLS 2"CONC. SLAB NOT MORE THAN 12"FROM CORNERS, NOT MORE THAN 12"FROM CORNERS, Amendment 4"MA ONRY SHO LDER TYP. TYP. Nov Ov. ^' ^0^ - SU PORTS 2 -0 10'FO JOIST 2-#4 REBAR @ 8"O.C. IN GROUTED CELLS, TYP, z / — 2-#4 REBAR @ 8"O.C, 'v L L L IN GROUTED CELLS, 6.2 TYP. PROJECT 200 WATER PROOFING,TYP. Tu rtu rro/Leshaw WATER PROOFING,TYP. 2-#4 REBAR @12"O.C. CONT.TYP. A.06 B. 1 .6 —� - PROP.NE NE PIER, TOP OF FOUNDATfION �� /� GIRDE I OF WALL FOUNDAT19 3/4ION OP _ TYP \ Z ° 2�#4 REBAR @12"O.C. CONT. TYP. 2"RAT SLAB 3"BELOW NEW BARN F.F. + BELOW APT.F.F. t TING CRAWL � 2 RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING ? ON 6 MIL POLYETHYLENE DAMPPROOFING Apartment Alteration POCKET o - ON UNDISTURBED OR COMPACTED SOIL - 3 3/4" 6'-0' FOR 91/2"GIRDER SP CE b o ON UNDISTURBED OR COMPACTED SOIL TOP OF FOUNDATION 10 1/4"BELOW APT. F.F. N 2'-0" z (GRAY TONED) I — _ — EXI ING FOUNDATION WALL, g °a Structural Layouts B. 1 2" MIN. 0 _8„ 2" MIN. 0'-8" 5'-6' 8'-0" 10'-0"+/- (2 MIN.) (2 MIN.) 12" MIN. FOR 1 STORY BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING 4X4 COLUMN FOUND NO ON 10"DIA. (A,5 (A.3 EXISTING CRAWL AA COLUMN SPACE DRAIN TILE, TYP. DRAIN TILE,TYP. FOUNDATION FOUNDATION NEW FRAMED EXISTING FRAMED Project number 21017 ADDITION ABOVE BUILDING ABOVE ALT. CRAWL SPACE CMU FOUNDATION Date 4/13/2021 3 Typ. Structural Det. Crawl Space Drawn by HA � 1 Foundaticon Layout 5 Foundation1 M 1 1'-0" 1/2" = 1'-0" Checked by GB N O S ■ 02 " a Scale As indicated I