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HomeMy WebLinkAbout48754-Z gsaF FBI Ir Town of Southold 2/29/2024 a P.O.Box 1179 0 'CO 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45016 Date: 2/29/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4830 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2022 pursuant to which Building Permit No. 48754 dated 1/19/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including finished storage area in basement and second floor,to existing single family dwelling as applied for. The certificate is issued to Cortapasso,Jo Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1522 2/16/2024 ELECTRICAL CERTIFICATE NO. 23-90186 9/20/2023 PLUMBERS CERTIFICATION DATED 9/13/2023 Tufan Sims ho ed Signature TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY �olh 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 #: 48754 Date: 1/19/2023 Permission is hereby granted to: Cortapasso, Jo Ellen 33 Ontario Rd Bellerose Village, NY 11001 To: Construct additions and alterations to existing single family dwelling as applied for, with SCHD approval and ZBA#7245. At premises located at: 4830 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.-4-13 r Pursuant to application dated 12/8/2022 and approved by the Building Inspector. To expire on 7/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $966.80 CO-ADDITION TO DWELLING $50.00 Total: $1,016.80 Building Inspector Certificate of Compliance ...................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, IN i) 188 PARK AVENUE SEP 2 5 202 AMITYVILLE, NY 11701 P: (631) 598-5610 B�aFldin9 De ....................................................................................................................................................... CERTIFIES THAT Tow Aartm t n of Southo1 11 Upon the application of Upon premises owned by ELB Electric Service Inc. Cortapasso Residence 992 Auburn Street 4830 Peconic Bay Blvd Franklin Square, NY 11010 Laurel, NY 11948 Located at: 4830 Peconic Bay Blvd, Laurel, NY 11948 Application Number#: 23-90186 Certificate#: 23-90186 Electrical License #. 1699H SeLti;,r:: Sock: i et: BUildinn Permit#: 48754 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of House /Service Equipment/Air Conditioning Equipment ( 2 Units) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code /or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 20th day of September 2023 Name QTY Combo Smoke & Carbon Detector- 15 Amp, 120V 3 I Switch - 15 Amp, 120V 23 Smoke Detector- 15 Amp, 120V 4 AC Condenser- 20 Amp, 220V 1 GFI Receptacle - 15 Amp, 120 V 10 Fixture Outlet- 15 Amp, 120V 11 i Recessed Hi-hat Fixture - 15 Amp, 120V 35 AC Condenser- 25 Amp, 220V 1 Electrical Inspector: Anthony Giordano I APPROVED o - � /'/�Jumiimn1),X This certificate is not valid unless raised seal is present. G Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE II' AMITYVILLE, NY 11701 ...............................................................P.....(631) 598-5610.................................-........................._...... CERTIFIES THAT " Upon the application of Upon premises owned by _ ELB Electric Service Inc. Cortapasso Residence I 992 Auburn Street 4830 Peconic Bay Blvd Franklin Square, NY 11010 Laurel, NY 11948 Located at: 4830 Peconic Bay Blvd, 1101i Laurel, NY 11948 11 Application Number#: 23-90186 Certificate #: 23-90186 Electrical License #: 1699H Section: Block: Lot: Building Permit#: 48754 K. M w' Name QTY _ - AC Blower- 15 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 8 » ARC-Fault- 20 Amp, 120V 4 Dishwasher Circuit - 20 Amp, 120V 1 m Dryer Receptacle/ Circuit- 30 Amp, 220V 1 (�I,II�Iihi Duplex Receptacle - 15 Amp, 120V 54 1 Exhaust Fan - 15 Amp, 120V 3 ll�l �li flnnijN, Furnace/Motor (2) Circuit - 20 Amp, 120V 1 i Electrical Inspector: Anthony Giordano '�,�:� �,-7., ':•:fin' ' :APPROVED:o II l .l�i plt �# This certificate is not valid unless raised seal is present. i ,•,' : ' ' -� _�: � ��.��-�'. IIIIIIIIIII�1f�iUllllUllll� 'INII�illl�illui' uINIuV, liuliil a . . _ —_ cI...I Q' $ (/ � . Town Hall Annex " rio ( 765-1802 M375 Main Road ® 1 -9502 P.O.Box 1174 Southold,NY 11971-0954 S E P 18 2023 BUILDING DEPARTMENT Building Department m TOOT OF:SOUTHOLD Town of Southold C_ERTIF:ICATION Date: ...C�IZ3 — Building Permit No. lrt O 15 Owner:-� d► StS�.:. ���C� . Pease print) Plumber: 1 U ao .SI (Please print) I certify that.the solder used inahe water supply system contains Tess.than 2/10.of 1% lead. (Plumbers.Signature) Sworn tpbefore:me this �a day of_ , 20 Notary Public,51L G�.1(�... +C mnty SUMAN PERVEZ Notary Public,State of New York Reg.No.02PE6354719 Qualified in Suffolk County Commission Expires 02/21/2Q_,,? / Of SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 FOUNDATI 1 NSPECTION [ ON 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O [ ] RENTAL REMARKS: ' i lreC IMu�r G DATE INSPECTOR UF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �y1007U 631-765-1802 INSPEC 7ROUGH ION [ ] FOUNDATION 1ST 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 6REM RKS.• a..'L !"A� vi v V6 OKV DATE © INSPECTOR OF SOUjyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [YUNDATION 1ST [ ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION/CAULKING [ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Wow ✓�Ih S ✓ DATE INSPECTOR hO��pE 5001y�1o7��1 �� 0 �j�i�, # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r2e� 00 o.,&-r v tvrti a�ovo DATE i INSPECTOR :. OF SOUTho6 * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ KINSULATIOWCAULKING UGH PLBG. FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] (PRE C/O [ ] RENTAL/ REMARKS: �l l K� O WtieA- DATE INSPECTOR �o�aOE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: r DATE INSPECTOR Of SOUIyO� * * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Q�[ ] PRE C/O [ ] RENTAL REMARKS: `V Pr�d�� CAS I��• �Ipw IT)m. 01 s ' Pik L WAM.J s�t DATE INSPECTOR i Envelope Leakage Test Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury , NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 4830 Peconic Bay Blvd Name: Address: 4830 Peconic Bay Blvd Address: 4830 Peconic Bay Blvd Laurel, NY 11948 Laurel, NY 11948 Geo-Tag Data: Latitude: 40.964207 Longitude: -72.545249 Timestamp: 2023-11-10 0 9.31 Measured Leakage: 93 ACH5Leakage Target: 3.00 ACHCompliance with Leakage Targetf2. Pass Test ID: Envelope Infiltration Test final 2 Purpose of Test: NY IECC 18 Env. Leakage Measured CFM50: 1,387.3 (+/-2.5%) Effective Leakage Area: 77.6 in Building Volume: 28,410.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 112.2 (+/- 18.1%) Exponent(n): 0.643 (+/-0.050) Correlation Coefficient: 0.99695 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 65 OF Post Indoor Temp: 64 OF Pre Outdoor Temp: 50 OF Post Outdoor Temp: 50 OF Altitude: 30.0 ft Time Average Period: 30 seconds Test Date and Time: 2023-11-10 10:34:15 t � ® Depressurize t p .. , 800 r 700 ca cc N 600 _ .. . a� 500. - c ' • m 300- , 4 200 i C E W E 6 7 8 910 20 30 40 50 6070 1J Building Pressure(Pa) NOV 1 6 2023 Building Department Town of Southold Envelope Leakage Test Test Readings: Target (Pa) Bldg(Pa) Adj Bldg(Pa) Fan (Pa) Flow(cfm) Config Baseline -0.1 -60.0 -59.0 -58.9 -72.5 1,534.9 Ring A -54.0 -53.1 -53.0 -65.8 1,463.9 Ring A -48.0 -47.3 -47.2 -61.6 1,418.1 Ring A -42.0 -42.3 -42.2 -52.5 1,311.4 Ring A -36.0 -36.9 -36.8 -41.3 1,166.6 Ring A -30.0 -29.7 -29.6 -30.9 1,012.4 Ring A -24.0 -23.1 -23.0 -208.5 855.2 Ring B -18.0 -18.5 -18.4 -159.9 749.9 Ring B Baseline -0.1 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11964 Calibration Date: 2022-08-03 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.0 (148), ©2023 The Energy Conservatory, Inc. Page 2 of 2 GireenWOrrs GreenWorks Energy Specialist Inc. RSIN 51 Avery Rd Woodbury, NY 11797 man HERSrating.us ' ' ' Ah� a . To whom it may concern: 11/10/2023 I am AJ Afkham, a certified IECC/HERS Compliance Specialist,bearing credentials Resnet#2946623 and ICC#9517146. I was engaged as a third-parry verifier to perform a Blower Door test for a family home situated at 4830 Peconic Bay Blvd,Laurel,NY. The purpose of this test was to assess compliance with IECC 2018 Code requirements, specifically IECC 18 Environmental Leakage standards. I conducted a Multi-Point Blower Door test with meticulous precision, and I am pleased to report that the results are well within compliance with the New York IECC 18 Environmental Leakage standards. The air exchange rate achieved during the test is 2.93 ACH50 (Air Changes per Hour at 50 Pascals), which is a favorable outcome. I have included the detailed test report, along with a photograph of the house during the test, for your reference and records. If you have any questions,require further clarification, or wish to discuss the results of the Blower Door test in more detail,please do not hesitate to reach out to me directly. I am readily available to provide any additional information or address any inquiries you may have. Thank you for entrusting me with this task, and I look forward to assisting with any further requirements or assessments as needed. A A any ; GreenWorks Energy Specialist, Inc. - � y 516-967-6959 AJ@HERSratln •us 0L N O V 1 6 2023 Buitdine DePartment Tlwn Of a®uthold 11/16/23,6:35AM Mail-Luis Arriaza-Outlook � t UrJ Ming Department t Town of Southold F--- Lem tub: '[`- t-# - �.'� `� �, ,���' r- ,�._ 1�. .het -`�� � '� ♦s�' '.ri +. � + � .y„ �..r ♦ Sty r .d „_ �.L`;— _ f"' �Y•� -_�Xa J _ ,fiIfARy 't '.? _y/'• +yl https://outlook.live.corrVmaiVO/inbox/id/AQQkADAw ATMOMDAAMSO4NWFrnLTU2MTktMDACLTAw CgAQAHWtPT%2FsNGhGk8z%2BoKgFmBw%3D/... 2/3 11/16/23,6:34 AM Mail-Luis Arriaza-Outlook 11:29 ad 5Guc Oo Jose Chepito on 11/14/23, 12:24 PM c f E C E 0 W E `' ► NOV 1 6 2023 F - Building Department Town of Southold r - https:Houtlook.live.cornlmaiVO/inbox/id/AQQkADAw ATMOMDAAMSO4NWFmLTU2MTktMDACLTAw CgAQAHWtFT%2FsNGhGk8z%2BoKgFmBw%3D/... 2/3 11/16/23,6:35 AM Mail-Luis Arriaza-Outlook 11 .29 \ sell 5Gc �I' Jose Chepito on 11/14/23, 12:24 PM E 4 ECE0ME NOV 1 6 2023 131111ding Department _ . Town Of SOUth,oid 1Y t 1 f https://outlook.live.comlmaiVO/inbox/id/AQQkADAw ATMOMDAAMSO4NWFrrLTU2MTktMDACLTAw CgAQAHWtFT%2FsNGhGk8z%2BoKgFmBw%3D/... 2/3 1 • rn • 1 1 1 \ ji _ _ r, } t= oSFat �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O:Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov t Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E �u V E H L I� PERMIT NO. Building InspectoDD r: �� DEG �r - Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall,be completed.- Date:02/02/2022 OWNER(S)OF PROPERTY: Name:Jo Ellen Cortapasso SCTM#1000- Project Address:4830 Peconic Bay Boulevard, Laurel, NY Phone#:516-354-9268 1Email:jcortapassony@aol.com Mailing Address:33 Ontario Road, Bellerose Village, NY 11001 CONTACT PERSON: Name:James Haralampoudis (DRV Architect, P.C.) Mailing Address:1180 Park Ave., Franklin Square, NY 11010 Phone#:516-352-9827 Email:jim@drvarch.com DESIGN PROFESSIONAL INFORMATION: Name:DRV Architect, P.C. (Douglas R, Vaggi) Mailing Address:1180 Park Ave., Franklin Square, NY 11010 Phone#:516-352-9827 7-Ema doug@drvarch.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: 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 ®No 1 a PROPERTY INFORMATION Existing use of property:Residential -Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? BYes ❑No IF YES, PROVIDE A COPY. ® Check BoxYAfter 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 constructionpf 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 B pri n me):James Haralampoudis ®Ruth® zed ent ❑Owner Signature of Applican •.... 'f Date: STATE OF NEW YORK) SS: COUNTY OF "S S&CJ ) James Haralampoudis being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect - PM (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 <- t 4 day of -RO 20 2 Z Notary Public MICHELLE VENTURA Notary Public,State of New York Reg.No.01VE6128903 PROPERTY OWNER AUTHORIZATION Quallfied In Nassau County (Where the applicant is not the owner) Commission Expires June 20,2025 I Jo Ellen Cortapasso residing at 4830 Peconic Bay Boulevard, Laurel, NY do hereby authorize James Haralampoudis to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4 CO- - Owner's Signature ff Date Jo Ellen Cortapasso Print Owner's Name 2 Town Hall Annex "j6'��y Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.0.Box 1179 W Southold, NY 11971-0959 ° BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 o zZ Owner: C� �� />✓l Cvr�L� ��k55 0 Location of Property: � f G�GOrc/�L�ik/ �1� •, t�2�?{/�� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the follo g location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor roo fra ing (FR) Signature: Name (persons mitting this form): Dui c�j Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson e� F,.SO(�� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora :Office Location: Eric Dantes . � Town Annex/First Floor, Robert Lehnert,Jr. ® _ 54375 Main Road(at Youngs Avenue) Nicholas Planamento !1 Southold,NY 11971 ID 11E. �" http://southoldtownny.gov D ZONING BOARD OF APPEALS I DEC 8 2022 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 TT,;,T-DEG DEF• EXTENSION DETERNIINATION TO-WN OF S0171n'OIL,D One Year Extension Regular Meeting of January 20,2022 ZBA FILE: #7245 NAME OF APPLICANT: Jo Ellen Cortapasso PROPERTY LOCATION: 4830 Peconic Bay Boulevard,Laurel,NY 11948 SCTM: 000-128-4-13 BASIS;W APPI;ZCATIOh1": Request for Variances under Article XXIII, Section 280-124 and the Building Inspector's August 10, 2018, Amended March 14, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet and for a "as built" 6 foot high fence in the front yard; at: 4830 Peconic Bay Boulevard,Laurel,NY. SCTM#1 000-128-4-13. DATE,`OF PUBMCHEARIN4: March 14,2019 This request for variances was originally Granted Alternative Relief with conditions on March 28, 2019. By email correspondence, dated January 9, 2022, Joellen Cortapasso requested a one-year extension of the Variance Relief. RESOLUTION OF THE-BO-ARDt A motion was offered by Member Weisman (Chairperson), seconded by Member Dantes and duly carried,to GRANT, the applicant's request that the above cited determination be extended for one year from March 28, 2022, and to exnireTon�Mh�28, �213, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes:Members Weisman (Chairperson), Dante, and Planamento, Acampora and Lehnert. This Resolution was duly adopted(5-0). ' 4 - _.eslie K14 Weisman, Cli!!'rperson Approved for filing / /2022 ~ BOARD NNIE MERS ��OF SO(/jyp Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 t J�t Southold,NY 11971=0959 Patricia Acampora 4, Office Location: Eric Dantes Robert Lehnert,Jr. �p � yQ Town Annex/First Floor, �,j��, 54375 Main Road(at Youngs Avenue) Nicholas Planamento QUO, Southold,NY 11971 r �DVE RECEIVED httpJ/southoldtownny.gov �,�F�ted�g DEC $ 2022 ZONING BOARD OF"PEALS APR - 3 2019TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 � ���-DEPT. Southold Town Clerk TOWN OF SIDUT-11O1` INGS,DELMERATIONS AND DETERARNATl MEETING OF MARCH 28,2019 ZBA FILE: #7245 NAME OF APPLICANT: Jo Ellen Corto}passo PROPERTY LOCATION: 4830 Peconic Bay Boulevard,Laurel,NY 11948 SCTM: 1000-128-4-13 SERA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type U category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 31, 2018 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, non-conforming, 8,893.63 square feet, .20 acre irregular shaped lot measures 28.62 feet from the western edge of a 15 feet wide right of way at Peconic Bay Boulevard then running east at a slight angle an additional 88.93 feet along Peconic Bay Boulevard then turning south 67.40 feet along a residentially developed lot then turning west 148.95 feet along two residentially developed lots, to the south, before terminating at the southwestern edge of the same right of way off of Peconic Bay Boulevard and running 75.95 feet north to the junction of the right of way at Peconic Bay Boulevard.The site is developed with a one-story frame dwelling with enclosed porch,two slate patios,a brick patio and two blue stone driveway parking areas (one located off of Peconic Bay Boulevard and the other off of the right of way on the westside of the property)along with a 6 feet high white vinyl fence along the road frontage to the north and a 4 feet high stockade fence on east and west property lines and a wood rail fence along the southem property line, as shown on the site plan created by Stromski Architecture,P.C.and dated July 13,2018 based on a survey by Kenneth Woychuk Land Surveying,PLLC and dated September 8,2015. BASIS OF APPLICATION: Request for Variances under Article =, Section 280-124 and the Building Inspector's August 10, 2018, Amended March 14, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling,at;',1:)less than the cede b—4i iied t minimum front yard.setback of 15-feet�"2)less thiin-the.code iequired"ininimurri rear yard setback of 35.feet and;ford a"as-built" 6-foot high fence in the front yard;at: 4830 Peoonio Bay Boulevard,Laurel,NY. SCTM#1000-128-4- I3. Page 2,March 28,2019 97245,Cortopasso SCTM No. 1000-1284-13 RELIEF REQUESTED: The applicant requests variances for additions and alterations to an existing single-family residence consisting of a proposed second story addition measuring 28.1 feet by 40 feet, with a pitched roof, including approximately 1124 square feet of additional living space consisting of four bedrooms, two bathrooms and a study where the code requires such improvements to have a minimum front and rear yard setback of 35 feet. As applied for the proposed improvements will be located with a front yard setback, on the second floor, of 23.8 feet and a rear yard setback of 15.7 feet. The proposed second floor addition is two feet wider on both the front and rear facades than the existing first floor footprint of the residence which was built prior to zoning. The applicant also seeks a variance for an `as built' six feet high fence in the front yard where the code limits such improvements to a maximum height of 4 feet. ADDITIONAL INFORMATION: No immediate neighbors or members of the public spoke in favor of or against this application. A 15 feet wide right of way, allowing access to several homes south of the subject property, is maintained as part of the parcel and is screened from the residence by a 4 feet high fence. Certificate of Occupancy, #Z773, issued July 12, 1977, covers a Pre-Existing residence built prior to April 23, 1957. The existing front yard setback is 25.8 feet and the existing rear yard setback, off of a porch addition, is 7.7 feet, both non-conforming to current code requirements. An on-site waste water plan was not provided, nor was there any indication as to the definitive location and size of the existing septic system,servicing the two-bedroom house. No interior work is proposed for the first floor of the residence,although one of the bedrooms will be converted to a `office' and the applicant's agent indicates the scope of the project will not be a demolition. AMENDED APPLICATION: During the public hearing testimony was offered that the 6 feet high white vinyl fence running along Peconic Bay Boulevard, and located in the front yard, was installed without the benefit of a variance by a prior owner and that the applicant had no knowledge of any limitations relative to fencing. The applicant also shared that by maintaining the existing fence, it helped to limit road noise and car lights into the subject property. The applicant, upon learning of the need for a permit and a variance for the fence, promptly requested and received an amended Notice of Disapproval dated March 14,2019 from the building department to include the non-conforming fence height as an additional variance in this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14,2019 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 6267-b(3)(b)(1). Grant of the variance relative to the"as built"6 feet high fence located in the front yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties as it has been there for many years and is partially concealed by berms and landscaping.However,grant of the variances relative to the additions and alterations, as proposed, will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Peconic Bay Boulevard runs east to west hugging the coastline and is densely developed with a variety of housing styles and sizes located on non- conforming and irregular shaped lots many of which are located off of private rights of way or unimproved roads, in addition to those sited on `the Boulevard' a primary, local thoroughfare. The vast majority of housing was developed in this area between the pre-War era and the late 1960's and many of the homes built were originally summer bungalows or modest residences,many of which have been renovated to meet modern standards and tastes and year-round occupancy. In the immediate vicinity,the predominant style home is a Cape Cod where the second floor consists of rooms located in an attic, often referred to as a 1.5 story residence. The applicant's proposed renovation is for a full second story addition on top of the existing one-story dwelling,with two-foot overhangs on both the front and rear elevations and dormers that run the length of the residence. The proposed massing and Page 3,March 28,2019 97245,Cortopasso SCTM No. 1000-1284-13 reduced front and rear yard setbacks on an extre-mely simall lot that is already fully developed, will appear over scaled and out of character with other dwellings in the neighborhood, especially given the very close proximity to 'Peconic Bay Boulevard. 2. To:-n Law 4267-b(3)(b)(2). The benefit sought by the applicant for the as built fence can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can remove the existing fence and plant evergreen screening along Peconic Bay Boulevard to deflect road noise and shield the residence from road traffic and light or install a code compliant 4 feet high fence. However,the fence is partially concealed by existing landscaping and the undulating topography of the subject property which visually reduces the appearance of the fence,which has existed without incident for many years.The benefit sought by the applicant for the proposed second story addition cannot be achieved by some method,feasible for the applicant to pursue, other than area variances. The pre-existing footprint of the one-story dwelling has non-conforming front and rear yard setbacks, so any second story addition will need variance relief. However, the degree of proposed relief can be reduced by maintaining the pre-existing non-conforming setbacks of the as built dwelling's footprint. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code relative to the installation of 6 feet high fence in a front yard and 32% relief from the code relative to the front yard setback and 55%relief from the code relative to the rear yard setback.However,the 6 feet high fence has been in place many years without incident or complaint and the benefit to the applicant outweighs any detriment to the neighborhood along Peconic Bay Boulevard. Although the alternative relief for the non- conforming front and rear yard setbacks granted herein are still substantial, it will reduce the visual impact of the proposed second story addition by maintaining the pre-existing setbacks of the first-floor footprint. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or,constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law -4267-b. Grant of the variance relative to the 6 feet high fence in the front yard is the minimum action necessary and adequate,to enable the applicant to enjoy the benefit of an as built fence in a front yard.Grant of the relief for the front and rear yard setbacks, AS APPLIED FOR, is not the minimum action necessary and adequate,to enable the applicant to enjoy the benefit of an enlarged single-family residence 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 Planamento, seconded by Member , and duly carried,to GRANT the variance as applied for relative to the 6 feet high as built fence in a front yard,and DENY the variances for a front and year yard setback,as applied for and GRANT ALTERNATIVE RELIEF for a front yard setback of 25.8 feet and a rear yard setback of 17.7 feet allowing the alteration and addition of a second floor consisting of living space not exceeding the current footprint of the house. SUBJECT TO THE FOLLOWING CONDITIONS: Q Applicant shall submit an application to and receive a permit from Suffolk County Board of Health for a new sanitary system. Page 4,March 28,2019 ' -#7245,Cortopasso SCTM No. 1000-128-4-13 2. Applicant is to maintain ALL construction materials, parked and/or construction vehicles, etc. on their parcel alone and not to encroach upon either the public roadway OR the private right of way on the westside of the parcel. . 3. Applicant shall submit an amended site plan and architectural floor plans and elevations depicting the alternative relief granted herein. 4. Prior to receiving a building permit, the owners) of the subject property cited herein must sign a statement acknowledging: a.That the applicant(s)have read this determination and understand the limits of the variance relief granted herein; . • b. That the applicants)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,'occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has.the right,after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code. 5. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of.Occupancy,when issued �'�►Be ore applying for a building permit the applicant or agent must submit to.the Board of Appeals for approval and filing two sets of the final site plan and architectural drawings, conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; andfailure to comply therewith will render this approval null and void. 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 ofAppeals,may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert. Dolt, Leslie K es Weisman,Chairperson Approved for filing / /2019 1 Section 280-4 of the Town Code defines`Demolition"as any removal of a structure or portion thereof;where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. 0:L I la.eaS$p Goni.c"cQ�Y. .(�jo„Ye`vt r 4 ,Lot 1 .3 k,4S ,� � � L-�5 ��9,�u�eS _ a' ,�,�� CanclNsc.r.. 3oA►y's' VaVt duo 'f�011 �r SIrtJ�c Cd-wv �v A �o 0 Lam-/ ��S11ffat/r �p Gy BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �*A 0�� Telephone(631)765-1802 Temporary Certificate # 9 y Date -�^� 2023 Customer Name 3p -q Ellen Co� 9,Z6 Electrician Name �� [=�JC Sere)Ce Inc Address 0 i j8iy'd LCU4,-A Phone w.� e-mail e-mail e � �2I�GlG�Cb`, Cp/� Phone License# a �j Size c Q A Phase I Overhead�_Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f d the date ab e. Authorized by JUN 1 4 2023 i 9 16IWG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD "vt` y tTown Hall Annex - 54375 Main Road - PO Box 1179 y �� _..h"4 ,,, �,�y.Y_. Southold, New York 11971-0959 ya�3V. _. - Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownnv aov — seand@southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION �ELECTMCOAN MFORMATOGN (Ail information Required) Date: June 13, 2023 Company Name: ELB Electric Service Inc. Electrician's Name: Edward Botsch License No.: 2351 E Elec. email:elbelectric@aol.com Elec. Phone No: 516-903-6575 []I request an email copy of Certificate of Compliance Elec. Address.: 992 Auburn Street, Franklin Square, NY 11010 JOB SITE ONFORMATMN (All Information Required) Name: Jo Ellen Cortapasso Address: 4830 Peconic Bay Boulevard, Laurel NY 11948 Cross Street: Delmar Drive Phone No.: 516-974-9811 BIdg,Permit#: 48754 email.n/a Tax Map District: 1000 Section:128 Block: 4 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Compete rewiring of house. 200 AMP service relocated Circle All That AppPly: Square Footage: pn Is job ready for inspection?: YES[]NO Do you need a Temp Certificate?: �Rough In � Final YES❑NO Issued On Temp Information: (All information required) Service SizeEl1 Ph®3 Ph Size: 200 q # Meters 1 Old Meter# []New Service[]Fire Reconnect®Flood Reconnect[]Service Reconnect[]Underground ✓ v # Underground Laterals 1 ❑O erhead 2 H Frame Pole Work done on Servicel y d N Additional Information:existing service relocated PAYMENT QU E WOT14 APPLBCATl®I� BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®� So 53095 Main Road•P.O.Box 1179 Patricia Acampora ��� ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) COW lf Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 EXTENSION DETERMINATION ' Second One Year Extension Regular Meeting of February 2,2023 ZBA FILE: #7245 NAME OF APPLICANT: Jo Ellen Cortapasso PROPERTY LOCATION: 4830 Peconic Bay Boulevard, Laurel,NY 11948 SCTM:1000-128-4-13 BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124 and the Building Inspector's August 10, 2018, Amended March 14, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the.code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet and for a "as built" 6 foot high fence in the front yard; at: 4830 Peconic Bay Boulevard, Laurel,NY. SCTM#1000-128-4-13. DATE OF PUBLIC HEARING:'March 14,2019 This request for variances was originally Granted Alternative Relief with conditions on March 28, 2019. Ms. Cortapass6 received her first One Year Extension on January 20, 2022 to expire on March 28, 2023. By email correspondence, dated January 25, 2023, Joellen Cortapasso requested a second one-year extension of the Variance Relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman, seconded by Member Dantes, and duly carried,to GRANT,the applicant's request that the above cited determination be extended for one year from March 28, 2023,and to expire on March 28,2024, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes:Members Acampora,Dantes,Lehnert,Planamento,Lehnert, Chairperson Weisman.This ) Resolution was duly adopted(5-0). J Leslie Kanes Weisman Approved for filing /2023 4 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �,\0 s® �tJ 53095 Main Road•P.O.Box 1179 �09 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ,gyp 54375 Main Road(at Youngs Avenue) Nicholas Planamento ',fr '� Southold,NY 11971 i .. rry http://southoldtownny.gov a''s{.1 ,, ZONING BOARD OF APPEALS I`' L S �022 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 7FY�,7 TG DEPT i L� EXTENSION DETERMINATION r:.t;,-'? t�;;`A =w•-°1 "� One Year Extension Regular Meeting of January 20,2022 ZBA FILE: #7245 NAME OF APPLICANT: Jo Ellen Cortapasso PROPERTY LOCATION: 4830 Peconic Bay Boulevard,Laurel,NY 11948 SCTM: 000-128-4-13 BASIS ;QF• APPLIWIC♦I : Request for Variances under Article XXIII, Section 280-124 and the Building Inspector's August 10, 2018, Amended March 14, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of 35 feet, 2)- less than the code required minimum rear yard setback of 35 feet and for a "as built" 6 foot high fence in the front yard; at: 4830 Peconic Bay Boulevard, Laurel,NY. SCTM#1000-128-4-13. PATE'OF PUBLIGHEAR1.0: March 14, 2019 This request for variances was originally Granted Alternative Relief with conditions on March 28, 2019. By email correspondence, dated January 9, 2022, Joellen Cortapasso requested a one-year extension of the Variance Relief. RESOLUTION OF TBE.BOARD; A motion was offered by Member Weisman(Chairperson), seconded by Member Dantes and duly carried,to GRANT, the 4pplicant1s-Fe­q­ue_st_TiiLt the above cited dete ination be extended for one year from March 28, 20 , d to expire ori;March-28 2023;as per Chapter 80-146 of the Code of the Town of Southold. Vote of the Boa — ,yes• m rc arc airperson), Dante, and Planamento, Acampora and Lehnert. This Resolution was duly adopted(5-0). eslie Kanes Weisman, Chai erson Approved for filing / /2022 U BOARD R�EMBERS ®��ap�SO ,�o Southold Town Hall Leslie Kanes Weisman,Chairperson �Q 53095 Main Road•P.O.Box 1179 Patricia Aram ra A � Southold,NY 11971-0959 Po �, Office Location: Eric Dantes , Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �c®U �� Southold,NY 11971 RECEIVED ' http://southoldtownny.gov tL ZONING BOARD OF APPEALS P - DEC 8 2022 TOWN OF SOUTHOLD APR 3 7�019 Tel.(631)765-1809•Fax(631)765-9064 e4Q. P. ,t DING DEP T. Sou old Town Clerk 3'V rt ' PMINVS,DELEBERATIONS AND DETERwi 1A id MEETING OF MARCH 28,2019 ZBA FILE: #7245 NAME OF APPLICANT: Jo Ellen Cortopasso PROPERTY LOCATION: 4830 Peconic Bay Boulevard,Laurel,NY 11948 SCTM: 1000-128-4-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type U category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 31, 2018 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 FACTSIDESCRIPTION: The subject, non-conforming, 8,893.63 square feet, .20 acre irregular shaped lot measures 28.62 feet from the western edge of a 15 feet wide right of way at Peconic Bay Boulevard then running east at a slight angle an additional 88.93 feet along Peconic Bay Boulevard then turning south 67.40 feet along a residentially developed lot then turning west 148.95 feet along two residentially developed lots, to the south, before terminating at the southwestern edge of the same right of way off of Peconic Bay Boulevard and running 75.95 feet north to the junction of the right of way at Peconic Bay Boulevard.The site is developed with a one-story frame dwelling with enclosed porch,two slate patios,a brick patio and two blue stone driveway parking areas (one located off of Peconic Bay Boulevard and the other off of the right of way on the westside of the property)along with a 6 feet high white vinyl fence along the road frontage to the north and a 4 feet high stockade fence on east and west property lines and a.wood rail fence along the southern property line, as shown on the site plan created by Stromski Architecture,P.C.and dated July 13,2018 based on a survey by Kenneth Woychuk Land Surveying,PLLC and dated September 8,2015. BASIS OF APPLICATION: Request for variances under Adele —Y-111, Sexton 2MI24 And the Building Inspector's August 10, 2018, Amended March 14, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling,at; 1)less than the code required minimum front yard setback of 35 feet,2) less than the code required minimum rear yard setback of 35 feet and for a"as built"6 foot high fence in the front yard; at: 4830 Peconic Bay Boulevard,Laurel,NY. SCTM#1000-128-4- 13. t t ' Page 2,March 28,2019 #7245,Cortopasso SCTM No. 1000-1284-13 RELIEF REQUESTED: The applicant requests variances for additions and alterations to an existing single-family residence consisting of a proposed second story addition measuring 28.1 feet by 40 feet, with a pitched roof including approximately 1124 square feet of additional living space consisting of four bedrooms, two bathrooms and a study where the code requires such improvements to have a minimum front and rear yard setback of 35 feet. As applied for the proposed improvements will be located with a front yard setback, on the second floor, of 23.8 feet and a rear yard setback of 15.7 feet. The proposed second floor addition is two feet wider on both the front and rear facades than the existing first floor footprint of the residence which was built prior to zoning. The applicant also seeks a variance for an `as built' six feet high fence in the front yard where the code limits such improvements to a maximum height of 4 feet. ADDITIONAL INFORMATION: No immediate neighbors or members of the public spoke in favor of or against this application. A 15 feet wide right of way, allowing access to several homes south of the subject property, is maintained as part of the parcel and is screened from the residence by a 4 feet high fence. Certificate of Occupancy, #Z773, issued July 12, 1977, covers a Pre-Existing residence built prior to April 23, 1957. The existing front yard setback is 25.8 feet and the existing rear yard setback., off of a porch addition, is 7.7 feet, both non-conforming to current code requirements. An on-site waste water plan was not provided, nor was there any indication as to the definitive location and size of the existing septic system, servicing the two-bedroom house. No interior work is proposed for the first floor of the residence, although one of the bedrooms will be converted to a `office' and the applicant's agent indicates the scope of the project will not be a demolition. AMENDED APPLICATION: During the public hearing testimony was offered that the 6 feet high white vinyl fence running along Peconic Bay Boulevard, and Iocated in the front yard, was installed without the benefit of a variance by a prior owner and that the applicant had no knowledge of any limitations relative to fencing. The applicant also shared that by maintaining the existing fence, it helped to limit road noise and car lights into the subject property. The applicant, upon learning of the need for a permit and a variance for the fence, promptly requested and received an amended Notice of Disapproval dated March 14,2019 from the building department to include the non-conforming fence height as an additional variance in this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14,2019 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 4267-b(3)(b)(1). Grant of the variance relative to the"as built"6 feet high fence located in the front yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties as it has been there for many years and is partially concealed by berms and landscaping.However,grant of the variances relative to the additions and alterations, as proposed, will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Peconic Bay Boulevard runs east to west hugging the coastline and is densely developed with a variety of housing styles and sizes located on non- conforming and irregular shaped lots many of which are located off of private rights of way or unimproved roads, in addition to those . sited on 'the Boulevard' a primary, local thoroughfare. The vast majority of housing was developed in till [iles a between the pre 11-Var G1G alld the late 1960's and man; of the homes built were originally summer bungalows or modest residences,many of which have been renovated to meet modern standards and tastes and year-round occupancy. In the immediate vicinity,the predominant style home is a Cape Cod where the second floor consists of rooms located in an attic, often referred to as a 1.5 story residence. The applicant's proposed renovation is for a full second story addition on top of the existing one-story dwelling,with two-foot overhangs on both the front and rear elevations and dormers that run the length of the residence. The proposed massing and Page 3,March 28,2019 #7245,Cortopasso SCTM No. 1000-1284-13 reduced ai`oili and rear yard s'etc5ai:tCS on an eXuerliciy Sii3aii iGi fait is c.lrenuy iulty ucVctvpcu, willu appear GVer scaled and out of character with other dwellings in the neighborhood, especially given the very close proximity to 'Peconic Bay Boulevard. 2 �..--._ Y C LZ l.l2\!➢_\!�1\ Tt.e L ll- h i applicant f-th n bull B...+o n.. J e nl.'ac A 1•v en `. 4. JLUWAA Juaw �2V/-UtJo(_yD�`•D. 111G UE`ineAIL SGiigl6t by Lhe appll..MIL 1Vl LUe a0 Lrultt 1L.LN1..Cwl Vv avaL.vv vy o..n2 method, feasible for the applicant to pursue, other than an area variance. The applicant can remove the existing fence and plant evergreen screening along Peconic Bay Boulevard to deflect road noise and shield the residence from road traffic and light or install a code compliant 4 feet high fence. However, the fence is partially concealed d d Idl d , tIng + h f the bj-Mt nropeattr .hi„l, is�uall., reduces the by existing landscaping a;, Idle un uaauii� LGy3grnap 3% ^v we Suv�wL YivyvL > .,...,., .� appearance of the fence,which has existed without incident for many years.The benefit sought by the applicant for the proposed second story addition cannot be achieved by some method,feasible for the applicant to pursue, other than area variances. The pre-existing footprint of the one-story dwelling has non-conforming front and rear yard setbacks, so any second story addition will need variance relief. However, the degree of proposed relief can be reduced by maintaining the pre-existing non-conforming setbacks of the as built dwelling's footprint. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100°% relief from the code relative to the installation of 6 feet high fence in a front yard and 32% _relief from the code relative to the front yard setback and 55%relief from the code relative to the rear yard setback.However,the 6 feet high fence has been in place many years without incident or complaint and the benefit to the applicant outweighs any detriment to the neighborhood along Peconic Bay Boulevard. Although the alternative relief for the non- conforming front and rear yard setbacks granted herein are still substantial, it will reduce the visual impact of the proposed second story addition by maintaining the pre-existing setbacks of the first-floor footprint. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)M. 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 variance relative to the 6 feet high fence in the front yard is the minimum action necessary and adequate,to enable the applicant to enjoy the benefit of an as built fence in a front yard.Grant of the relief for the front and rear yard setbacks, AS APPLIED FOR, is not the minimum action necessary and adequate, to enable the applicant to enjoy the benefit of an enlarged single-family residence 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 Planamento, seconded by Member , and duly carried,to V" NT the variance as applied for relative to the 6 feet high as built fence in a front yard,and DENY the variances for a front and year yard setback,as applied for and GRANT ALTERNATIVE RELIEF for a front yard setback of 25.8 feet and a rear yard setback of 17.7 feet allowing the alteration and addition of a second floor consisting of living space not exceeding the current footprint of the house. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicant shall submit an application to and receive a permit from Suffolk County Board of Health for a new sanitary system. Page 4,March 28,2019 #7245,Cortopasso SCTM No. 1000-128-4-13 2. Applicant is to maintain ALL construction materials, parked and/or construction vehicles, etc, on their parcel alone and not to encroach upon either the public roadway OR the private right of way on the westside of the parcel. 3. Applicant shall submit an amended site plan and architectural_ floor plans and elevations depicting the alternative relief granted herein. 4. Prior to receiving a building permit, the owner(s) of the subject property cited herein must sign a statement acknowledging: a,That the applicant(s)have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by Section 2804 of the Town Code,i occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has.the right,after a public hearing,to modify, suspend or revolve such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article 7XV,Section 289-141 of the Town Code. 5. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy,aucy, when issued " Be ore appIYingfor a buildingpermit, the applicant or agent must submit to.the Board of Appeals for approval and filing, two sets of the final site plan and architectural drawings, conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not he deerned effective until such lime that the foregoing conditions are met; andfailure to comply therewith will render this approval null and void. Pursuant to Chapter 250-146(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 Cierk,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. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert. slie KSnes Weisman,Chairperson Approved for filing 1/-/ ! [2019 r Section 280-4 of the Town Code defines"Demolition"as anv removal of a structure or portion thereof where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Ica ZONING BARD OF APIi'JC+1 LS Town Hall Annex,54375 Route 25 ® ® P.O.Box 1179 Southold,New York 11971-0959 Fax(631)765-9064 ZBA FILE: 7245 Telephone(631)765-1809 REMED 1� NAME OF OWNERS)OF SUBJECT PROPERTY: Jo Ellen Cortopasso . PROPERTY LOCATION: 4830 Peconic Bay Boulevard,Laurel,NY APR 1•1 2019 DATE OF ZBA DETERMINATION: March 28,2019 ZONING BOARD OF APPEALS PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: I. have received and read ZBA determination number: #7245,Dated:Mamh 28,2019, 2e understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building]Department if a demolition,as defined by Section 2804 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdieti!n until the issuance of the Certificate of Occupancy and has the right,after a public.hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article JfW,Section 280-141 of the Town Code; i 5. most submit a siggned and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a.building permit; h. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) eox yp _<5 . Signature of Owner(s)� / � ��5� Dated: Illell Dated: Sworn to before me this day Sworn to before me this L day of - 2019 of �-`km 20� *! _-��-OIST6109794 FORTlIOVA o LB 6.f�R F , ° ®Rrunl,� LIC-S ATE OF NEW YORK PUBLfC-STATE No.O1ST610 OFNEWPORKQuified in Nassau County Qualified in 9794 MY Commission Expires 05-17-a020 My Commission Nassau County Expires 06-9 7-2020 DRVARCHITECT, P.c. LETTER OF TRANSMITTAL 1180 Park Avenue Franklin Square, New York 11010 (516) 352-9827 www.drvarch.com TO: DATE: 12/06/22 1PROJECT NO: 2144 Town of Southold ATTENTION: Building Dept. Building Department RE: Cortapasso Residence 54375 Route 25 Residential Renovation Southold, NY 11971 4830 Peconic Bay Boulevard Laurel, New York We are sending: �X Attached M Under separate cover via Fedex the following items: LaiDrawings Forms OShop drawings MFor the records aX Letters Samples COPIES NO. DATE DESCRIPTION 1 orig. Application for Building Permit 1 copy Suffolk County Department of Health Services Permit&'A roved Plans 1 copy Zoning Board of Appeals Findings,Deliberations and Determination Meeting of March 28,2019 letter. 1 copy Zoning Board of Appeals Extension Determination-One Year Extension Regular-Meeting of January 20,2022 letter 2 copies Property Survey 1 orig. Notice of Utilization of Truss Type Construction,Pre-Engineered Wood Construction and/or Timber Construction form 2 origs. REScheck Compliance Certificate 4 origs. Construction Drawings-Signed&Sealed MFor approval MNo exceptions taken MX For your use MExceptions noted MX As requested MReturned for corrections REMARKS: 14 COPY TO: SIGNED: lampoudis January 25, 2023 Town of Southold Building Department P-.O. Box 1179 Southold, NY 11971. Permit #48754 To Whom It May Concern: Enclosed please find my check, in the amount of $1,016.80. This check is for the building permit fee for my property at 4830 Peconic Bay Boulevard, Laurel, NY 11948— Permit# 48754. Please send the permit to my home at 33 Ontario Road, Bellerose, NY 11001. Also, don't hesitate to contact me if you have any questions. Thank you in advance for your attention to this matter. Sincerely, Jo Ellen Cortapasso 33 Ontario Road, Bellerose Village, NY 11001 JCortapassoNY@aol.com - - 68 (home#) 516-835-2276 (cell#) S.0 7.M. NO DISTRICT: ;000 SECTION:128 BLOCK: A LOT(S):143 jo r �f�C fY d LIP.a L" 'Pi o Oz o..•L ��f•r CO, LAND A;/F ,1 �l P '61 OF 41 BLUE STONE JOSEPH & ELIZABETH, CONNELLY ?� U.P. DRIVEWAY Ji .1 0.2' OF Cb f OUR, I V. 411 v V 4 uok bf. v. p0 EP2G ; ' Cbb o ti LAND N/F PF P.OBERT & LAURETTA MUELLER u QP J C, 0 AQP _ moo TRELLIS \ O.2'N Ls, ql �� LA140 N/F \ OF 7 750 p °tip �� VALERIE A. BAR70LACCI TRUST \ \ -3 } Q � A Y a6 RIGHT OF WAY FOR INGRESS & EGRESS TO PECONIC BAY J76 PG AND PECONiC BAY BLVD. �j5.a AS DESCRIBED. / LIBER JABO O X LIBER 6086 PG.J17 0 00 w1 C 91` \ 1 THE WATER SUPPLY, INELLS DRYW ELLS AND CESSPOOL P.EvISED 09-24-T5 1 1 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 8,893.63 SOFT. or 0.20 ARES ELEVATION DATU,I: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LATION OF SECTION 7909 OF THE NEW YORK STATE EDUCATION LAW. COPIES GF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT SE CONSIDERED TO Bf A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS17TUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY L/NfS TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE TH££RECTiON OF FENCES, AGC7 TlpVAL 57RUOTURES OR AND OTHER IMPROVEMENTS. LASER TS AND/OR SUBSURFACE 57RUG'TURfS R;CORDED OR UNRECORDED ARE M07 GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES A THE T/1.fE OF SURLY SURVEY OF DESCRIBED PROPERTY CERTIFIED TO: JOHN CORT.APASSO; MAP OF: JOELLEN CORTAPASSO; FILED: I j CHICAGO TITLE INSURANCE COMPANY; SITUATED AT:LAUREL COOKE ABSTRACT CORP.; e Tom OF: SOUTHOLD � KENNETH M iVOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE A 15-156 SCALE: I"=20• DATE:SEPT. 8,20)5 PHONE (631)298-1688 FAX (631) 298-16B8 N,Y,S LISC. NO. 050882 1mslntsWull the records or Robert J.Hennessy 8 Kenneth N.YoyoboV 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE INFORMATION- PERMIT FOR APPROVAL OF CONSTRUCTION FOR A y SITE PLAN BASED ON A SURVEY BY KENNET14 M WOYC4UK LAND SURVEYING, PLLC Abandonment of the existing sanitary system must be in SINGLE FAMILY RESIDENCE ONLY DATED AUGUST 04,2022 conformance with the Departments requirements. DISTRICT: 126 Submit completed form WWM-oso as roof SECTION: I2B P P BLOCK: RE DATE 11/18/22 R-22-1522 ZONE: RESIDENCE'R-40'-TOWN OF SOUTHOLD LOT AREA: B,8g4 5F APPROVED LINE OF EX15TING RIGHT OF FOR MAXIMUM OF 6 BEDROOMS LOT APPEARS AS SINGLE AND SEPARATE ON IgBI SLTM, WAY (TO PECONIC AVENUE) EXPIRES THREE YEAR FR TE OF APPROVAL IS PART OF A HEALTH DEPARTMENT APPROVED MAP i EXISTING NOOSE SEPTIC i ST5TET1 TO BE AE,41p7OtNED, / i SEE NOTE 92 ON DWG SP-O LEGEND: i A AIR LINE E ELECTRIC LINE S 39" 45' 10° W /' 148,9V i LP LEACHING POOL Design Professional's Certification Required. _ EXP EXPANSION POOL Submit P,E.or R.A.Certification For •—'— _ VENT AND �?y --_ EL: J rn TU TREATMENT UNIT n t♦ o CLEAN OUT B'-3' �,- 20.40'/ h SIR PROP EFFLUENT SAMPLING PORT The Installation and Construction of the Sewage Disposal System 33.8' r; B'(MIN) EXISTING -IF INSTALLING THE FUJI TANK, Use Form WWM-073 Tes STONE i i SAMPLING PORT IS PART OF UNIT, EXISTING BRICK \P: S� j DRIVEWAY ' 'O• 1 SEPARATE SAMPLING PORT NOT 16.2' PAREMOVID AND TIO TO BE EL: : ��/ O ��� 4 t) TO REMAIN i REQUIRED o EXIST o REPLACED I��i \ r\d A.• • y�i DB DISTRIBUTION BOX DRYWELL STORM,--,` I-STORY TD REMAIN -- 31.7' / b' Ate•-� / �� roL CONTRACTOR TO VERIFY LOCATIONS OF ���-_f 42'EXISTING I-STORY$BASEMENT 42' E Dp57 g m y r �$ /S?6Y/• / EXISTING DRYWELL5 IF ANY,AND NOTIFY --m $ i PROPOSED SEC �,y J ARCHITECT PRIOR TO START OF WORK W/ SECOND FLOOR. PATIO BE / ( Q\P:j J N ❑ (ONE FAMILY/6 BE)ROOMS) RUMED RULMAND❑ d pE�5,m _ 9• EXISTING/NEW LEACHING POOLS TO BE A c FIN IST FLR EL:20.60' I o N N 4i i MINIMUM 10'-0'FROM EXISTING/PROPOSED IXI5T '-1' Q\P: ,' WATER SERVICE WATER 10'(MIN) q p / S, Lq. 42� EXIST GAS MTR EL: 19.50' f• J EXISTING/NEW LEACHING POOLS TO BE A a 3I.7' MTR / P MINIMUM S'-O'FROM UNDERGROUND a c 3 1 [UTILITIES EXISTING I I 1�T IdY =b_ • Q`�J�" BLUE STONE l� _ I DRIVEWAY EXIST GAS ` 9�?' v , r`y�P NEW LEACHING POOLS TO BE A M"MUM IO'-O' (j TO REMAIN SIN EXISTING % �(� FROM EXISTING/NEW DRYWELLS AND Lu --� SLATE PATIO Q I , j i (� /�' DRAINAGE STRUCTURES. m I To REMAIN u�i R N ° �� ' �h 6 12'-4 - i �/�Q p, NEW LEACHING POOLS TO BE A MINIMUM 17(tlRl) �' L /�Y IO'-0°FROM FUEL STORAGE TANK, IF ANY. ney. dde dItecription ¢-'IXI5T WATER i FUEL STORAGE TANK DOES NOT EXIST. v! I I MAIN U)L- •_ __ ��_ 1 W 9' �° Wr �'- I/ LOCATED GkWTER rum t MAIIG, N 40' 59' 20' E —'—` N INCLUDE 5'-0'OVER-CUT AROUND PERIMETER LOCATED DOSTING DRTY ELLS,INDICATED 88.93 28.62 OF LEACHING POOL AND 2-FOOT BELOW CLFARNY�TO NEW SEPTC EOI11P BOTTOM OF POOL, INSTALL CLEAN FILL OB/12/22 ISSUED FOR DOH FILING EXISTING STORM DRYWELL TO REMAIN IT IS A VIOLATION OF THE LAW FOR ANY PEW N,UN E6 1 NEF ACTING UNDER THE DIRECTION OF A LICOSED ARCHITECT, EXISTING ELECTRICAL SERVICE 15 OVERHEAD TO ALTER AN ITEM IN ANY WAY.IF AN m3I BEIRMG Tiff SEAL OF AN ARCWTELT IS ALTE THE ALTERING ABOUT T SHALL AFFIX TD HIS fTEM THE SEAL AND THE E G O N I C A O U L AD aCFN.T PROPERTY NOTES: rATION TrEREr� BY09 SGIRATURE 1.PROPERTIES WITHIN I5V OF PROJECT PROPERTY DESCRI(RX1A�THE A A SPECIFIC LTFRATXRL ARE FULLY DEVELOPED. 2.DWELLINGS WITHIN 150'OF PROJECT PROPERTY THESE DRAWINGS ARE libl3d)MENTS OF SERVICE AND AS ARE CONNECTED TO PUBLIC WATER. SUCH ARE THE PROPERTY OF THE ARCHITECT. n SITE PLAN °R� �OTHERS ARE sP oo SCALE,1'. 10'-0' GORTAPA550 RESIDENCE RESIDENTIAL RENOVATION BORING NO. I SOIL LAUREL, PECO141C BAY BOULEVARD CLASSIFICATION OF LAUREL NEW YORK SITE PLAN WITH PROPOSED nay Baud Man(a) ONSEPTIC SYSTEM, NOTES AND IY2t81 saTr slim.(sI) BORING INFORMATION 4 DRVARCHITECT,P.c. TEST BORING NOTES: 1150 Pak Avenue Frmklin Square, New York 11010 I.TEST BORING PROVIDED BY MICDONALD GFDSCIENCE, (516)352-RO27 wwwArvach.cwo DATED I1/6/20I5. 2.SEE SITE PLAN FOR BORING LOCATION. drawn by. Las AJH checked bv.IU 3.WATER LEVEL 15 NO WATER BELOW GROUND SURFACE. tole:AS NOTED date- ro ct number. 2144 PALE BR"FINE SAND.(5P) 5P-001.00 o� n' or,+IE�N� 01 OF 03 L END OF BORING:D'-0' C0111ENT5�NO WATER ENCOUNTERED SEE ATTACHED SPECIAL CONDITION, GRADING PLAN AND/OR PLOT PLAN. r BLOWER MOTOR MUST INCLUDE A it HARD-WIRE CONNECTION a-Vr ' , SEE ATTACHMENT(S) 3eam-,m CL�ly 313E ��� AFmhkC FJme6s O.m1- 2.8 '� CLUL- IaJ �� y.po,ys�,gJppq ,W mio4�mQvdr 11 i-J Yob 1 •M•1�-V-w,4l-faek,n .'HILT .•-III1T PR HA SPPf3FMAJ%x5 • T�, • �•�•�+r�rA+.�.br AnvPFe!a�J PEI PO F Ps.9N fYSA ,JUDm A1N,f PVC/WIPP F' Pm 11% ® AmCONadi• P Rbe 31% IAF PY•P Bbf JLCm ' TrY FRP .•a ® PVCIPPIPE Aam Wv. Phvc/daAm COI®-Tadu EXI L1� EXISTING DWELLING IS CONNECTED TO PUBLIC WATER ,e•.w«=u P,P ,s..,.�lTM a.•wsuc a.•uwuc �, O L—•}—U —�-1 PROPMED 5ANITARY SYSTEM: DETAIL OF MAC100R BLOWER (1)DISTRCLEAN IBUTIONEN 1000 GALLON TREATMENT UNIT(9'-II'X 5'-9') `•PP NOT TO SCALE BOX (2)LEACHING POOLS AS SHOWN (1)EXPANSION POOL AS SHOWN E-r m ® I.INTENT OF THE PERMIT 15 THE INSTALLATION OF A I/A NEW COMPLIANT SANITARY SYSTEM FOR SIX „}• ® .'_,q• (6)BEDROOMS, 6 mom• FIRST FLOOR HAS ONE EXISTING BEDROOM PLUS ONE DEN. SECOND FLOOR HAS THREE(3)BEDROOMS PLUS ONE MDT PROPOSED. 2-EXISTING SANITARY STRUCTURES SHALL BE PUMPED CLEAN AND FILLED,WITH CONNECTING PIPING IP.r REMOVED AND AN ABANDONMENT CERTIFICATION SUBMITTED BY CONTRACTOR IN ACCORDANCE WITH SCOWS STANDARDS. 1➢Fi 3PERMIT IP ITP PROSEDPERTY AND 1. NEIGHBORING PARCELS ARE ON PUBLIC WATER.NO RTHOWN WELLS WITHIN IW OF SEC)TON A-AVOW SECTION B-B V160.' 1 DETAIL OF CEN 10 a ELECTRIC WIRINGS SCHEMATIC DETAIL 4,wTW(22m SANITARY sACHH,T� qp�V D A���y,��TNET�(EACH). TREATMENT")NIT SP N51 NOT TO SCALE NOF TO SCALES.ELEVATIONS APE 6,PROPERTY DOES IN BORDER WETLANDS. IRON FRAME t COVER NOT REQUIRED 7,ROOF DRAINAGE STRUCTURES(DRTKBJ5)TO BE A MINIMUM 10'SEPARATION TO SEPTIC SYSTEM, CAST B.UNLESS INSTALLED IN r THERE SHALL BE A MINIMUM OF IO'BETWEEN WATER SERVICE LINES AND SANITARY STRUCTURES. f`JST IRON FRAME k THE DRIVEWAY-NOT REQUIRED •m cRAOE L�7J�.,..._. PoLn"2N BOXC_ PROPOSED SANITARY SYSTEM DESIGN FOR TH15 APPLICATION � FTxlsnm cRAOE -..s. �/ "°�' LPo I a CON"AND vrtnt DESIGN IS BASED ON SIX(6)BEDROOM SYSTEM,SINGLE FAMILY r Nuauuu �Jd F OFN40N5 TO OPINE DAILY FLOW IIOGPD FOR 6 BEDROOM-660 GPD rev. date dearxinficri 2'NAZIuuN PoDIOK 20'•o-T WX PAM USE TREATMENT UNIT:FLu CLEAN cimp 1000 GALLON PER DAY(MIT 517E 9'IP X V-9') PAT IIR 3011-10 VFMI'W.W PARR 11-011-CPA 0mLEr. 1/JON a'DI..cuss yaoo 11.1NL RasFR PNtf n0.3roJ-Ra LEACHING SYSTEM:6 BEDROOM SINGLE FAMILY-40B SF REQUIRED PPE OR APPROVED PIE.PRE3® •• ::,. C TUB MOFA'L-HOPE 6'lALL 1✓E9t pII IIR 3tl0 0 1/B'PER Fool uwmM� .'0 0 0 0•r 1 ��-- --•w.m.,�®..p��,.00 ORITLEi Profs TO 40B SF REWIRED/25 SF/VF-IT VF OF LEACH POOL REWIRED • O�oPREr/ST i LEACHIINC _ _ HAY POLOLYL 1�(2)B'DIAMETER X 9'EFFECTIVEDEEPLEACHING, UW SF3 • o ,� 3•� '°°'�`�"1 La�� PROPOSED EXPANSION FROM REWIRED 40B SF IS 204 SF. 10/04/22 NO REVISIONS THI5 DRAWING NwMW `Z BACRFILL MATERIAL 70 BE �o o , m:so'vFe- PROPOSED EXPANSION TANK,,(J)V DIAMETER X 9'EFFECTIVE DPP EACHI - (225 SF) OB/I?/22 ISSUED FOR DOH FILING CLEW SqM A GRAVE%— a [�O CI 1 .-+ �� 6 DISTRIBUTION BOX DETAIL SYSTF)1 TO BE LOCATED IN ANON-TRAFFIC CONDITION ��y VIOLATION j{��TIM LAW OF A K�AST I n - „- WICLEAN EQUIPMENT SL UPPLIED AND INSTALLATION BY C)NIRACTOR, TO ALTER AN)r8H N ANY MAY.IF AN TERM BEHRING THE �—8'DIAMETER 3'YIN.nBove N07 TO`,/CALF SEAL OF AN ARWTECr 5 ALTE ED,THE ALTERNrs cROUN=kTEFt m RISERS AND COVERS PER SITE AND REGULATORY REQUIREMENTS-PROVIDE SECONDARY SAFETY COVER5 UNDER ARLIHTEGr S L AFFIX TO HIS M THE SEAL AND Tip 3'DWNETDR FRESH AIR VENT PIPE THE PLASTIC COVERS OF THE TREATMENT UNIT. WrATION'ALT'ER®Be FOULhED BY HIS'' NATVRE 4 TYP I i L FUJI CLEAN EFFLUENT L WRIJ BON FILTER CAP As PER AerD THE OATE� +ALTWI N,AND A SPrs�Te sECIM s-11a,A-8.Ia NOTE,TUF-TITE 20'RISERS IN 6'OR 12'HEIGHT INCREMENTS AND COVERS ARE AVAILABLE FROM YOUR D�IPTION W THE�T�T�• NOT TO SCALE 5 SAMPL INCH PORT 'B'°" y DISTRIBUTOR OR FUJI CLEAN USA, IF NOT ALREADY INSTALLED,PLEASE REFER TO PAGE 5 FOR INSTALLATION •HIS DRANM ARE 26TRUMOM OF SSWICE AND AS INSTRUCTIONS. SUCH ARE THE PROPERTY OF THE ARO#TFLT. . NOT TO SCALE I FRRIGB EN 5 OR ALTERATIONS BY OTHERS ARE MODEL CE5,THREE(3)TUF-TITS 20'RISERS PRON6R®, 7 VENT DETAIL MOVES CE7,CMO AND CEN SERIES:TWO(2)TUF-TITE 20'RISERS PLUS ONE(1)24'RISER AND ONE(1) NOT TO SCALE TUF-TITE 24-RTT ADAPTOR AND TWO(2)TUF-TITS RTR ADAPTORS(OPTIONAL)FOR HEIGHT PARITY. CORTAPASSO RESIDENCE INSULATION FOR COLD CLIMATE INSTALLATIONS-TO MAINTAIN OPTIMAL TREATMENT CONDITIONS,FUJI CLEAN RECOMMENDS INSULATED R15MS AND COVERS AS WELL AS FOAM BOARD OR INSULATING MATERIAL(MIN. R-VALUE B)OVER THE UPPER HALF OF THE TREATMENT TANK, RESIDENTIAL RENOVATION dOIE! SEPTIC TANK AND/OR PUMP STATION-IF LOCAL CODE OR SITE CONDITIONS MANDATE, FUJI CLEAN SYSTEM SYSTEM TO BE VENTED THROWN HOUSE PLUMBING. ARE DESIGNED TO ACCEPT STRAIGHT WASTEWATER 41330 PECONIC BAY BOULEVARD SEPARATE VENT LINE NOT REWIRED. LAUREL NEW YORK FRESHWATER-SYSTEMS MUST BE FILLED WITH FRESH WATER TO LOW WATER MARK(LOIN)BEFORE START UP. SITE PLAN WITI4 PROPOSED EFFLUENT SAMPLING PORT APPROXIMATE GALIONS REWIRED PER MODEL:(CES:435,CET:610,CEIO,925,CENS:610,GEM,925,CENIO, IF INSTALLING THE FUJI TANK HOUSE HOU FINEV, FINISHED -OUT AT FORT IS PART OF UNIT,SEPARATE PIPING/CONDUITFUZ BORING INFORMATION 20,60' GRADE GRADE SAMPLING PORT NOT REWIRED . 4'SCHEDULE 40 FOR INLET AND OUTLET LINES. • 3/4'PVC CONDUIT FOR AIR LINE. ELEV:1450' FINISHED GRADE Box • ELECTRICAL CONDUIT FOR FLOAT SWITCH LINE(OR USE DIRECT BURIAL LINE). DRVARCHITECT,P.c, ELEV.19.50' FINISHED GRADE ELECTRICAL INV ELEY,4,PER (MIN) FJ.EV:19.50' PLEASE USE A L18- FT(MN TWO 2)STANDARDIf5V, IRRCUITS FOR CONTROL ALARM ANELICIAN AND ADHERE To APPLICABLE TIONAL/LOCAL CONNEC7ICN. ELECTRICAL CODE(5). � � 2wk Av��7e Franklin S�IDrewww.drv�ch Neu;York li010 cwn I9.V(3) INV ELEVI • FLOAT SWITCH WIRE,418 AWG(COMM WITH STANDARD IF EXTENSION(50'IS REWIRED). BASEMENT 15V FlLA CLEAN CFNIO INV EL FLOAT SWITCH:COMES PRE-INSTALLED IN TREATMENT SYSTEM. FOR ELECTRICAL HOOKUP,PLEASE REFER TO drown b. Las AJ14_ checked b. FIN FLR TREATM@Hr UNIT 18.00' IN V INV LEACKM FOOL g SJE RHOMBUS INSTALLATION INSTRUCTIONS. sr_cI •AS NOTED date: ELEV:OLIO' ELEV:11.78' r/.92' ELEV' ELEV:9,00' °• tlQlEL MISCELLANEOUS FITTINGS AND CONNECTORS TO ASSURE WATERTIGHT CONNECTIONS, project number. 2144 17.6rPROVIDE V OF CLEAN SAND BIFLOW•THE BOTTOM OF POOL ANTI-FLOAT DEVICES, IF NECESSARY-PLEASE REFER TO HIGH WATER,ANTI-FLOAT RX011 tENDATIOS IN THE t2.42 I 9A2' 7.9 %2V 8.gV DIAMEJER m 9 MANUFACTURERS MANUAL MATERIALS FOR BLOWER/CONTROLLER INSTALLATION /��UL� GROUNDWATER ELEV:WA NO WATER ENCOUNTERED • CONCRETE BASE(OR EQUIVALENT)ON WHICH ER,TO SET AIR BLOW O �Pr�OZ�%/ o. TO 17.00' PROTECTIVE COVER FOR AIR BLOWER(VENTED AND ABLE TO ACHIEVE FREE AIRFLOW IN ALL CONDITIONS). • MATERIALS OR LOCATION ON WHICH TO MOUNT CONTROL PANEL AND PROTECT FROM ELEMENTS, ins; �r PROPOSED SANITARY PROFILE o r CRUSHED STONE, FILL, LOAM ETC, O YHA 02 OF 03 E•+P NOT TO SCALE FUJI CLEAN USA IS NOT RESPONSIBLE FOR DESIGN, INSTALLATION OR MATERIALS ASSOCIATED WITH F-•=�iE LEACH-FIELD OR TREATED WASTEWATER DISPOSAL AREA. ALL E A BE VERIFIED BY PLEASE NOTE:PROPER INSTALLATION PERMITTING 15 THEON RESPONSIBILITY OF THE INSTALLING CONTRACTOR, ELEVATIONS AND INVERTS TO THE CONTRACTOR WITH THE EXISTING CONDITIONS boy-. BLONER ROTOR MUST INCLUDE A HARD-Wom CONNECTION ...n.-FY )Aanu.rae e r.rw u.uo.om. PUANVIEW "� •" m....m..rr �mm. E7UST DWMIING IS COIIlBZFD TO Pla r.WATER oa..o t O 'r r..,. `ram I—r—I I3R49l6m sANlrAlm srsrETM, DETAIL OF MACIOOR BLOWER COFWII AN7NCNY GALLDNTRfittTRMUNIT(V-BAxE-a) z )) © Mar TO AS SHMN (2)WANANSILFACHOlON�AS BRAN I.BMW OF THE PERMIT IS THE OSTALLATCN OF A VA NEW CQ411Mf SANITARY SYSTEM FOR SOC R)BFDROO'S, O FIRST FIDON WS ONE EUSTING BFDRMM PLUS ONE DER. FETQb FIIDR WAS THREE(e)BMtIS PLUS WE STUDY QED. 2.EATSTNG SANITARY STRIKTUR®JULL 8E PUMPED CLEAN AND FlLLID WI1N fGNNF'LTwG PIFlNG REVVED AND AN ABANOO W CERnFHATKN SU&NETFD B,COHTR.(OfW SCOS IN ACCORDANCE WITHSTANDARDS SECTION A-A VIEW SECTION B-B VIEW ELPERMIT PROPERTY'AND NEIIGHBOR G PARCELS ARE ON PUBLIC WATER NO MWN MIS WITHIN ISO OF PROPOSED SYSTEM. DETAIL OF CEN '1 /"W�M EIC WIRING S HEMA IC ETAIL A �I��,,�BE x ��TREATMENT UNIT NOT TO SCALE , ALE L PPROPERTY WES MNOT BORDER WETLANDS. T.RMF DRAINAGE STRUCTURES(DRC6mLS)ARE A MINIMUM O SEPARATION TO SEPTIC SYSTBI. CAST 4NATER SERVIP ONES AREA MINIMUM OF Id BEnSEN WATER,SBdICE LINES ANDRB USED 5A`MARf ORN FRAME/COYER NOT STRUCfURB. UIIF.fa INSTALLED IN THE DHIIVEUT-NOf REQUIED jm muc ry �_� PROPOSED SANRARf SYSTEM DESIGN W/Di/t4 REVIFtl IS RNG FBI lW5 APPUGTIRI DESIGN IS BASED ON SIX(6)BEDROOM 5T5TEM�SINGLE FAMILY _ DA1LT FLOW IWRD FOR 6 BFDRNM.660 GPD ® OVM12A RKWIO MONAZ REVBED TAN. o�i raw Too,mv" a u..iw@u ..v.e... r..___..® - 7O ONr o 0 0 0 } LEASING STSTIEM,6 DEDRWI7 SINGLE FMIL7-AOB SF RFQLIREO amm RECORD DRAWINGS FOR FOAL AM SF REQUIRED 125 5F/VF-E7 VF OF LEACH PO7L REQUIRED DSPFCTOI o 0 0 '~qQ� •_���� Mrs.(�d DIAMETER x a r3TFGnu<OFID INr /AEO esl W/aCQ NO REVISIONS THIS DRAWNY aw wo:W' �v.,ao 0 0 I Y U'^• ��� Pw1EOSfD MANSION FROM REOU RED AM 5P a M4 W. O6ID/a 159RD FOR DW FILM •"/D[" 6 DISTRIBUTION BOX DETAIL SYSTEM LDfJLTED IN A E.,,-TRAFFC CONDITION °°A"°A'"L DMIECTF THE N F A A""E'eP6 WET v'r TO ALTUSER THE IN ANY RF N ITEM EA 6'Ow2TER -�r �m _ War TO SCALE FlI,I Au gRMENT 4RooI Im 0. IN TA IAnON BT /U+URA/'TQt• STFA.W ARApWTI TISSANALTT�DD,TTHEALTNB T RI" AND COJEE6 PER SITE AND REGULATORY RFQ1PiE'�R9-PROVIDE SECONDARY SAFETY CO/ERS UNDER AROM=9WLL ARO TO WS NBM ONE 9VL NO nE THE PLASTIC COVETS OF THE TREATMENT USHT. Wr i O MffiTEW)0 ALiFFA,o AMC TYPICAL: AIL FUJI CLEAN EFFLUENT "m""w " ��E p•T• L®WPIM W 7NF ALTMRATIaL NUY NOT TO sruE SAMPLING IN� FORT "'�` A- NOTE TUF-TONE 1N RI5EI6 IN C OR IY'HEICM INGRE14HP1 ANm fOJERS ARe AVAl1ABLE F%A7 7ORt ,RF5E WNOYr ARE N57WlBLf9 W SFRVItY AND AS 6 DISTRENMOR W FU.II CLEW USA IF NOT ALREADY INSTALLED,PLEASE REFER TO PAGE 6 FOR INSTALLATION INSTRUCTORS SUCH AM TB!WaPFR7T OF THE ANGIIFLT. MYvf TO SCALE MODEL CS,THREE(B)TUF-TITE W RISERS INFRINGEMENTS W ALTERATIONS m Rf1ER9 AM MODES CE7,COD AND CBI SERIES TWO(2)TUF-TITS 2d RSM PLUS WE(1)24 RISER AND WE NOf TO SCALE N GORTAPASSO RESIDENCE 7UF-TIE 74RTT ADAPTOR AND TWO(2)TUF-TIE RIR ADAPIDRS(CFrIOUL)FOR HECJR PARITY. INSOAnON FW COLD CLIMATE INSTALLATIONS COTIAS-TOLL AS OPfMAL TRFA4MENN CObfiIWS,Fla CLEAN R6RYtET8) M THE U RISERS AND F THE T E hill T FMI'I BOARD W NSULATING MTFRIAL(M'WL R-VALUE e)OIHt 71E UPPER HALF L>=THE 7FtFAtnET TANG RESIDENTIAL RENOVATION SYSTEM TO BE VENTED TIMM HOUSE PLUMBING ARE M D TO AND/�STRAIGHT WASTFYNNATER�E W SITE fQb171OS FNNIIATE,Fwl OFIH SYSTEM 4B30 PEC.ONIC BAY BOULEVARD SEPARATE VE RT LINE NOT RCQDREO. LAUREL NEW PORK FRESH WATER-SYSTEM MST BE FILLED WITH FRESH NAM TO IOW WATER RAMC(UM)BBDRE START UP. SITE PLAN WITH PROPOSED EFFLUENT SAMPLING RRf APPROXIMATE GALLONS REQUIRED PER MIWEL(LL3,435,LET WO,TEMP�i,CEN5,6ID,ON7,436,(ETUO,1,250). IF INSTALLM TONS FW TMIX,WRUNG SEPTIC SYSTEM,NOTES AND HOUSE FIN AT PORT L'PART OF UNff•FERMATE PIING/CObUIT BORING IN GRADE GRADES 9AfffUNG PORT NLTf RFQIRED A'`SCHEDULE 40 FM INLET AND ORLET DIVES. 20Jd EEV•pEd S/A'PVC CONDL)IT FM AIR LINE FINISHED GRAM sTRmuriW LEca BFLTRIGLCONdA1IT FOR FLOAT SWITCH LINE(W USE DIRECT BURIAL LINE). DRVARCHITECT,v<. awlE ,NDO FIISNED GRADE EFLTRIC/J. Vp Fig FT &a PER ELEV.NEO FLEA SE USE A Uf2N5m aB7rFJC1AN AND AOWRE TO APRKAB(E NATIONAL/IOCiLL ELECTRICAL CWF(S). Ilea Pak Arab Frmk0,SQvm,,Nam Yak LIDO IN ELEV, Fr TWO(2)STANDARD U5V,rA CIRCUITS FOR CONTROL/ALARM PONE.CONBTION. (516)3529927 amdrrmAh can ION/ELEV• FLOAT SWITCH HRF.R6 ANG(COMES WITH STANDARD IF M(TFNSCN(51'IS REQUIRED). FLOAT SWITCH DOES PRE-INSTALLED N TREATMENT SYSTEM FOR EBTRCAL HQXUP,PLEASE REFER TO dleNll b.L-5 AH Ah,ked b. FIN FIR NT HIES �FLU�I� e2y Nv mY LOOKING POOL $ BE RINOrEVS INSTALLATION INSTRUCTIONS, e r AS NOTED daft EEV EEV, BIff MISCELLANEOUS FITNSS AND LONBfORS TO ASURE WATERTIGHT Cv*=WS. EEV,B.W ELEV,n.-IB' I7fQ' MST ELEv,9DO PR7ABELOW T E W CLEAN F PO AND-FLOA DEVICES IF NKESSIRT-PLEASE REM TO NIGH WATER,AHTI-FLOAT RECOMMENDATIONS IN TfIE `ro ct number. 2144 BELOW THE BORON 4 F00. tE RR' � aa7 RO I MUHIIFACTURERS MIA�WI. �d4 O�(9. MATERIALS FOR BLOWER/CQNRCUER USTALLATION GROUNDWATER EEV,WA NO WATER ENCOUNTERED COIMETE BASE(W EIVAIENT)ON MICH TO SET AIR BLOWER /y�ML.+•. 7/J� To"Al TN OR LOCATION ONN�0 M�NTEDGNf ON�THTOELL IEWPROIM FW71M'1 E81EMM5�T�)• A/I -002.00 e PROPOSED SANITARY PROFILE __ t CRUSHED STp,�� tD ROF TO SCALE F U CLEAN USAN 5 NOT RESPONSIBLE FOR DESIGN,NSTAILITIO7 M MATERIALS ASSOCIATED WITH OF NEVI pl OF 03 LEACH-FED W TREATED WASTEWATER DISPOSAL AREA. �F�IEVATCN�AND INVERTS TO BE VERIFIED 8T PLEASE NOTE,PROPER ISTALLATION PQdiNTING 15 THE RESPONSIBILITY OF THE OSTAUI%CINIRACM THE CONTRACTOR WITH THE S(ISTNG COMM ORSTM TO RMW 0 KMIN/DINING 00 SE�3 Q FRIMAW � O REF UR HALLEd BAIL LIVING R= BEDRM 2 O � � SIUDY FIRST FLOOR PLAN a SECOND FLOOR PLAN RMN 5DWS WA c.V.0•P-0e 5Gm V4•1'-W tR*M OZIS! R=W PRIWMS FAR FRLLL INEPECDAR Ioffi4m w REVR M IN S DRAKW RSrOQIQ SSUFD FAR DW FNING Ir S A VIAAWN A'TIE LM FAR AM MM%I�IRFLT AlB! ALMf MD Tiff 094CM W A LMMM W ALTER M rMl YI AM NAY.R M,BFAmG Tip SLAB Q!GRADE SEAL A'm ARWT I9 ALTDMD,Tff ALTE MG AICl1TECT aINL Afiq W 10 M31 TM 9.LL AtA)lIM (`+WWM AWE) WT TD@ oN T aka G KTDN�TIa" S�PECP� EXIST 4 APSE TRAP DOOIPM W THE ALTSNTION (ml ASDVE WS)TO T V DRANWS AIM RRTRWOn W SDVI¢AND AS SM ARE TIE♦AWUM M TM AFDU=. 00M.Ma M ALT TPM m UnM ARE FRS. CORTAPASSO I�SIpENGE � a RESIDENTIAL RENOVATION FlNISNED STORAGE msTLNG To RET7NN 4830 PECONIC BAY BOULEVARD UN-FMISNED LAUREL NEW YORK LAUNDRY FXISTIRS TO RHMa! FLOOR PLANS _________________ ___-=_____=====------ - --- - - -------- DRVARCHITECT.e... -'------", 1150 $a 9B—F—kik,%—,New rA IUFOFlNI_w FD STORAGE _A—h.ran i ESSTNS To RUM dram)b.Log AJN dledced b. ' I I IM_FI�I•+1FD REFSTORAGE wel�• ED data: _____ o ct number. 2144 E%ISTNG TO REMN `-=- 7------------------_-_-_-_-_-_-_-=--_-_�_____________ _ _= 34e$G is 5P-00300 rr OF NE'NyOr n CELLAR FLOOR PLAN W OF 03 ems?sq SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR SITE INFORMATION, ASINGLE FAMILY RESIDENCE SITE PLAN BASED ON A SURVEY BY KFMIETH n WfaLK LAND WRVETING,PLJC Dre H S Rol No DATED AUGBT 04,m DISTRICT, BlO TM sewage a�vsal w,awasr asvY/N�<s s,un kcon na.e sea SFLTNN, +svecea aiu.'ro¢nYe sylu Dgam+e axracu amfwra BLOOD A aae,Yaaory FDRA4lAXwUNOF p_BLDROOa4 7/NE RMDECE•R-0-T"W SOVIIIOID -,ar5'•.Vq.,ea LOT AREM 8"SF � �AAO FMTTLM1,ie'OInEI LINE OF EXISTING RIGHT OF mofwanew. eaT..em Laf APPEARS AS BINGE AND SE'APATE WI N81 scan, WAY(TO PECONIC AVENUE) IS PART'W A HEALTH DFAARInFM AWRNED TTAP / EBTNG HMSETHIS SWRCAREI,SSTSTEI NOTEABA RI ON FE / • 1 Frcun A AIR UNE E ELECTRIC LINE eE S 59'45'IlY W 140.9ri'• �LEAGM FWL R TREATHD?r UNIT AV w"I20.40' SNP PIMP EFFLUENT'SOKING FORT n �' -IF MSTALLOY THENJIlI i__ AM 5 W STONE SEPARATE SVVLMG FORT NOTIT, DRIVEWAY RFOIWIDq FL � TO REWN DS OISIRIBORON BOO --- I-STORY I E, ;I $mE! v.7' o- r + CZN Tr�-- TM OF STINGI-STORY!H458T@LT — �nNuusIFF A AND N7 ETW/PROPOSED SECOND FI1XRartAROUTFLT PRIOR TOSTARTW❑ (ONE FAMILY/G BEDROOM) Alm❑ R FIN IST FLR EL.200 Daum�SERACE Mmum b4EMST WATER "' ` MAY MTR GASLTIR :ELaVp� MIDBYiROUND UTILITIES31.T �RY (y' I VY-0'FR2T TOE / 1 DRTFE115 AHO DRAIFLIASTRUCTURES. DRIVEWAY tIA Fm1AP!GAS FMSTNG . ^� y.,(, THERE ARE NO KlYtdl DRYAEIIa. ADLSTED TANK IAATIRI .;i� D INT DPiBBIRB 70 PUN,NEW LFAl"Pm TO BE A MOROSE" REVISED TA`M TO®LT W-W FRM FULL STORAGE IT P ANY.TEWST WATER, FUELSTQW.E TAWC DOES NOT E7t5TOZ/b DRIWOIGSRLWNGS FOR FDUL a nA / N T DOe E LFI�FOGS NaDDE d-0 I M-W LIATID UrATTW .;FPZ (58.93' 2B.G2a ARMNO PFRIrXTER 2fcW BEDW wOMOT OF/P.LV870 L8153'K®IP W FOX,MITI LIEW FILL NSTAl1FD. OHOIQ IYAED FOR DON nUN2 EYISTNG STOW DRMELL 10 REIAN NI�d ITMIMNA"�I E DRSCI M OF A�IA EI�T DasTRY DLCTRCAL SERVICE G v/Ei11F1D w ALTER AN Tom N ANT mr.F AN OBI wARm SEAL W M AFZWf M AI.TEtiD,TIE&TOM P E C O N I C B A Y B O U L F V A r2 n AD)ACENr PRaPERTT'NDM� NDTA'TAT K'&�Or FcFcUc V Iff m 5�` I.PRWEITIB NffHM F,D'W PP02GT FIRMWfY AND TIE MTE W Ou7 AUWATtat AND A 5P6DIG ARE FULLY DEVELOPED. O , W THE ALTFRATNII 2.04ElONGS WI1HM FAY W PROJECT PROPERTY THESE DR4WW ATE OE•'TRDNIS W E QRM AND AS ARE C wNKTTm TO P,ni v HATM a mAR __)SITE PLAN CORTAPASSO RESIDENCE RESIDENTIAL RENOVATION - BORING NO. I C A55WATM W 5� 4830 PECONIC BAY BOULEVARD LAUREL NEW YORK Be2N uKn(W SITE PTAt WITH PROPOSED os' SEPTIC SYSTET7 NOTES AND ®DN 5an5Ro f20 BORING INFORMdT'ON DRVARCHITECT,— TEST BORING NOTES, SwA,vm Ywk Dam ORNG I.T15T B PRWM m r%DoNALD GTOSCIEYF, 1160 Pk Aswsa Ffakwa DATED IV&rM (sN)352-RO2T drrwTh+an 2.5M SITE PUN FCR BOHM IOYATUL l' drawn 6.Ia5" ,dld 6. 'HATER LEVEL IS Na HN BFICN GRafm SURFACE —1..AS NOTED data: at numbm 2144 PATE®ON FIG WA(5P) _ 4 G W ma �r 0 R OF NENI'1 01 OF 03 TRI'B!F WfN1BtEWONIFRm <".OE'Weworkers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ELB ELECTRIC SERVICE INC 516-437-0199 992 AUBURN STREET FRANKLIN SQUARE, NY 11010 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage Is specifically limited to or Social Security Number certain locations In New York State,i.e.,Wrap-up Policy) 113360528 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold ShelterPoint Life Insurance Company Town Hall 3b.Policy Number of Entity Listed in Box"la" 53095 Route 25 DBL121211 Southold, NY 11971 3c.Policy effective period 10/19/2022 to 10/18/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of pedury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/13/2023 By Aw, h f(Signature of Insurance carrier's authorized representtive or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only If sox 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) �I�II'DB-120.1 (12-21) ull� NYSI F New York State Insurance Fund PO-Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A^ 113360528 THE B&G GROUP,A DIVISION OF HUB INTERNATIONAL LIMITED ❑� 55 W AMES CT STE 400 PLAINVIEW NY 11803 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELB ELECTRIC SERVICE INC TOWN OF SOUTHOLD TOWN HALL 992 AUBURN STREET 53095 ROUTE 25 FRANKLIN SQUARE NY 11010 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H1356 585-8 418650 05/03/2023 TO 05/03/2024 6/14/2023 THIS IS TO-CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1356 585-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ELB ELECTRIC SERVICE INC EDWARD BOTSCH-PRESIDENT THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND 4 t/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 164917122 U-26.3 ELBELEC-01 SGARCIA5 ACORC�A CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) � 6/14/214/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-767175 CONTACT Justin Hayes NAME: Plainview,NY-Hub International Northeast Limited PHONE , ,Ext):(516)396-8350 FAX(AIC,No):(516)595-8507 100 Sunnyside Blvd E-MAIL Woodbury,NY 11797 AEbmDARILEss:justin.hayes@hubinternational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Sentinel Insurance Company, Ltd. 11000 INSURED INSURER B:Progressive Casually 24260 ELB Electric Service Inc. INSURER C: Edward L.Botsch 992 Auburn St. INSURER D: Franklin Square,NY 11010 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR I TYPE OF INSURANCE IN SD WVD POLICY NUMBER M DD M LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 12SBAUQ5284 5/2/2023 5/2/2024 DAMAGE TO RENTED X PREMI E Ea unen e c $ MED EXP(Anyoneperson) $ 10,000 PERSONAL BADVINJURY $ 1,000,000 / GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑JECTPRO- LOC PRODUCTS-COMP/ $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY ENED a acclid.nl)- GLE LIMIT $ 1,000,000 ANY AUTO 03668847-8 5/2/2023 5/2/2024 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY Per accident $ AUTOS ONLY AUUTO-OWNED PROPER Pe Or acciden DAMAGE $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE I$ 2,000,000 EXCESS LIAB CLAIMS-MADE 12SBAUQ5284 5/2/2023 5/2/2024 AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 WORKERS COMPENSATION STATUE 1 TT AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) Town of Southold Town Hall is included as an Additional Insured under the General Liability as required by written contract.Subject to policy terms, conditions and exclusions. CERTIFICATE HOLDER - CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Hall ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD J( Generated by REScheck--Web Software 1 -Compliance Certificate Project Cortapa2. w idence Energy Code: 2 D E C 8 2022 Location: York Construction Type: Single-family Project Type: Addition BUMDMT-DEPT- Climate Zone: 4 (5331 HOD) TGVR�Off°SO Vk(>' Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4830 Peconic Bay Boulevard Ms.Jo Ellen Cortapasso Douglas R.Vaggi Laurel,NY 11948 4830 Peconic Bay Boulevard DRV Architect, P.C. Laurel, NY 11948 1180 Park Avenue Franklin Square,NY 11010 trade-off�Compliance: Passes using UA Compliance: 9.3%Better Than Code Maximum UA: 118 Your UA: 107 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 938 71.8 0.0 0.022 0.024 21 23 Wall:Wood Frame, 16" o.c. 964 38.5 0.0 0.044 0.045 33 34 Window 1:Wood Frame 203 0.260 0.300 53 61 SHGC:0.25 Additional Efficiency Package(s) Not applicable Compliance Statement: The proposed building design described here is consiste t w' h t e i ding plans,specifications, and other calc lations submitted with the permit application.The proposed building has b n esig d meet Ahe 2021 IECC requirements in Versi n : REScheck-W9P and to comply with the mandatory require en liste I ES eck Inspection Ch77'd-Z St. V*" Na e-Title Signature Date 0 3. S —. Project Title: Cortapasso Residence � � Report date: 01/14/22 Data filename: �, �O.' Pagel of 9 OF N CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2021 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection%Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, :Construction drawings and I ;❑Complies 103.2 :documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 'building envelope.Thermal ?❑Not Observable envelope and energy compliance i: ❑Not Applicable path represented on construction!"" documents. {- 103.1, ;Construction drawings and ,❑Complies 103.2, 'documentation demonstrate i - ❑Does Not 403.8 ;energy code compliance for [PR3]1 'lighting and mechanical systems. ; i❑Not Observable CO ;Systems serving multiple '❑Not Applicable dwelling units must demonstrate :compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 {sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 ;on loads calculated per ACCA Cooling: ; Cooling: ;8) r Manual J or other methods Btu/hr ; Btu/hr []Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 2 of 9 Section — _-Foundation Inspection Complies) Comments/Assumptions , - &Re :ID 303.2.1 �A protective covering is installed to ;❑Complies [F011]2 ;protect exposed exterior insulation ;❑Does Not }and extends a minimum of 6 in.below;❑Not Observable grade. t ;❑Not Applicable 403.9, ;Snow and ice-melting system controls ElComplies [FO12]2 s installed to shut off system when ;❑Does Not pavement temperature>50F and no -'precipitation. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 3 of 9 Section Plans Verified FleId Verified- # Framing/Rough-ln.inspection <•Complies? • -Comments/Assumptions�- & Re .ID Value Value 402.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products i ` ;❑Complies [FR4]1 are determined in accordance `s.. -;❑Does Not :with the NFRC test procedure or ?' . ;taken from the default table. = i❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ! ❑Complies [FR23]1 installed per manufacturer's _ i❑Does Not j instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not u ;AAMA/WDMA/CSA 101/I.S.2/A440 i :or has infiltration rates per NFRC ; :_ - []Not Observable :400 that do not exceed code �❑Not Applicable ; :limits. ti 402.4.5 IC-rated recessed lighting fixtures!- -- ;❑Complies [FR16]2 ;sealed at housing/interior finish l = : '❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. '❑Not Observable ![]Not Applicable 403.3.1 ;Supply and return ducts in attics .. _ _ ❑Complies [FR12]1 insulated >= R-8 where duct is ,[]Does Not >=3 inches in diameter and >= 11-6 where<3 inches. - = _ -" - i❑Not Observable ❑Not Applicable 403.3.4 Ducts, air handlers and filter ❑Complies [FR13]1 ;boxes are sealed with _ ;❑Does Not j joints/seams compliant with International Mechanical Code or _ ❑Not Observable International Residential Code,as . ❑Not Applicable ;applicable. i 403:3;7_ ;Building cavities are not used as ;_: . 1❑Complies [FR15]3 ducts or plenums. I ;❑Does Not I❑Not Observable I IF Applicable 403:4 HVAC piping conveying fluids R- R- !❑Complies [FR17]2, above 105 9F or chilled fluids ;❑Does Not below 55°F are insulated to zR- 3 ;❑Not Observable ; i ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. i y❑Does Not v ti❑Not Observable ❑Not Applicable 462.4.6 #Electrical and communication jElComplies [FR29]3- i boxes installed in the thermal i _ ;❑Does Not boundary of the envelope sealed to limit air leakage between i❑Not Observable conditioned and unconditioned T❑Not Applicable j ,spaces. 403.5.2 Hot water pipes are insulated to R- R- ;❑Complies [FR18)? 1 zR-3. :❑Does Not ;❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: O1/14/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified #' Framing/Rough-in,Inspection Complies? Comments/Assumptions & Re .ID Value Value. 403.6 iAutomatic or gravity dampers are! OComplies [FR19]2 installed on all outdoor air ❑Does Not >,intakes and exhausts for i a❑Not Observable ; mechanical ventilation systems. - ;❑Not Applicable 403.6.1 !Ventilation systems in climate 1: ❑Complies [FR30]2 (zones 7&8 shall utilize heat or s❑Does Not energy recovery i❑Not Observable !,[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 5 of 9 Section Plans VerifiedT Field Verified #. Insulation Inspection Value Value Complies?. - Comments/Assumptions & Re .ID 303.1 3AII installed insulation is labeled ;❑Complies [IN13]2 or the installed R-values . ❑Does Not provided. lipi i ' �❑Not Observable { ,: ;❑Not Applicable 402.1, ;Wall insulation R-value.If this is a i R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation El Mass ❑ Mass ❑Not Observable rJ irequirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 :Wall insulation is installed per S' `:❑Complies [IN4]1 manufacturer's instructions. 4, _ ;-]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 6 of 9 S Section = Plans_Verified Field Verified # "Final Inspection Provisions- Complies?" Comments/Assumptions &Re :ID Value. Value. 402.1, Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood Wood ;❑Does Not :table for values. 402.2.2, Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per A]Complies 303.2 :manufacturer's instructions. ;[]Does Not [92]1 :Blown insulation marked every 300 ft2. ! ;[]Not Observable ❑Not Applicable 402-.2.3 3Vented attics with air permeable - ;❑Complies [FI22]2 }insulation include baffle adjacent {❑Does Not to soffit and eave vents that i ,extends over insulation. ; - _ []Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- ; R- ;❑Complies [F13]1 :Insulation--R-value of the ;❑Does Not :adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.3 :Blower door test @ 50 Pa. <=5.0 ACH 50= ACH 50= ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and °❑Does Not <=3.0 ach in Climate Zones 3-8. :❑Not Observable ❑Not Applicable 403.3.5 :Ducts are pressure tested in cfm/100 cfm/100 11Complies [FI27]1 ;accordance with ft2 ft2 ;❑Does Not :ANEI/RESNET/ICC 380 or :ASTME1554 to determine air []Not Observable ;leakage with either: Rough-in ❑Not Applicable ;test:Total leakage measured :with a pressure differential of 0.1 inch w.g.across the system including the manufacturer's air 'handier enclosure if installed at ;time of test. Postconstruction ;test:Total leakage measured !with a pressure differential of 0.1 j inch w.g.across the entire j ;system including the :manufacturer's air handler ;enclosure. 403.3.6 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F[4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa.Duct tightness : :❑Not Observable :<= 8 cfm/100 ft2 for ducts within; ;❑Not Applicable ; ;thermal envelope. For rough-in :tests,verification may need to :occur during Framing Inspection. 403.3.4.1 ;Air handler leakage designated _'❑Complies [FI24]1 by manufacturer at<=2%of i❑Does Not ;design air flow. ; i❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 i installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to IF ?❑Not Observable ,code specifications. i i❑Not Applicable 403.5.1 Circulating service hot water _ T❑Complies [FI11]2 ',systems have automatic or ;❑Does Not (accessible manual controls. ; ,❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 7 of 9 Sectlor': :Plans Verified Field!/erified.- # Final Inspection Provisions _ Complies?' Comments/Assumptioeis Re .ID :. _ Value ,Value. ' 403.2. j Hot water boilers supplying heat j _ - .:0Complies [1`126]2 ;through one-or two-pipe heating _ ❑Does Not ?systems have automatic outdoor setback control to lower boiler 4 ;❑Not Observable iwater temperature based on 4 ❑Not Applicable outdoor temperature, indoor •, 2 temperature orwater r - temperature sensing. 403.5.1.1 }Heated water circulation systems (_ .- ` ;❑Complies [F128]2' have a circulation pump.The t ::<< . ❑Does Not >system return pipe is a dedicated f return pipe or a cold water supply!., _ ❑Not Observable #pipe. Gravity and thermos- ;" 1❑Not Applicable I t4syphon circulation systems are ;; f not present.Controls for - s circulating hot water system :.;pumps start the pump with signal�• _ '',_- - for hot water demand within the occupancy.Controls automatically turn off the pump ,when water is in circulation loop ` 3 is at set-point temperature and _ = ---,'no demand for hot water exists. 403.5:1.2 S Electric heat trace systems 1 ..- ;❑Complies [F[29]2. comply with IEEE 515.1 or UL . ❑Does Not ,I515. Controls automatically adjust the energy input to the - _ 3❑Not Observable heat tracing to maintain the I;= ..tNot Applicable desired water temperature in the 'piping. ! 403.5.3 ;Drain water heat recovery units `:f❑Complies [FI31]2 stested in accordance with CSA i.-= :, i❑Does Not A B55.1.Potable water-side - pressure loss of drain water heat _:; ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one'or two showers. Potable water- -side pressure loss of drain water '- = i heat recovery units<2 psi for i °+ 'individual units connected to ;three or more showers. : 403:6.- All mechanical ventilation system 4'-; _,:F❑Complies [F125]2 tfans not part of tested and listed 01)oes Not HVAC equipment meet efficacy (' ;and air flow limits per Table '❑Not Observable R403.6.2. . ' ❑Not Applicable 403:6.3 Mechanical ventilation systems (;;;`: - ti❑Complies [F133] )tested and verified to meet the = ❑Does Not ;minimum flow rates required by - ❑Not Observable }Section R403.6. ` ,❑Not Applicable 403.5.1.1:-;Demand recirculation water ❑Complies 1 • -systems have automatic controls = ❑Does Not [FI32]2 Ito start pump when hot water is requested. F, - ❑Not Observable ❑Not Applicable 404.1 1100%of permanent fixtures have t ?❑Complies [17I6]1 high efficacy lamps. s _` ❑Does Not ;❑Not Observable _ i❑Not Applicable 404.1.2 1 Fuel gas lighting systems have i• _ ❑Complies [F123]3 no continuous pilot light. l T❑Does Not ❑Not Observable -;❑Not Applicable 11 High Impact(Tier 1) 2-' Medium Impact(Tier 2) 3 .1 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified -# -Final Inspection Provisions complies? Com Re .IDments/Assumptions & Value Value 404.1.1 [Exterior lighting for multifamily ? _ ;❑Complies ; [FI35]3 _;_,_(buildings shall comply with i ❑Does Not 9, !Section C405.4. []Not Observable - ;ONot Applicable. ; 404.2' Permanent interior lighting shall j _ s❑Complies [FI36]3 be controlled with either a i )[]Does Not dimmer,occupancy sensor or t` _ other control built into the { I❑Not Observable fixture. a ;❑Not Applicable 404.3 Exterior lighting >= 30 watts i ;❑Complies [FI37]3 shall have the following controls: 1 ;❑Does Not _- manual on/off switch with automatic shut-off,automatic i❑Not Observable shut-off in daylight hours, and !❑Not Applicable controls that override automatic shutoff that returns to automatic control within 24 hours. 401.3 Compliance certificate posted i❑Complies [FI7]2 with building specifications and F '[]Does Not $compliance path and results. ` ; ❑Not Observable ❑Not Applicable j 303.3 Maufacturer manuals for ; s❑Complies [FI18]3 _ mecnhanical and water heating If = a❑Does Not systems have been provided. ( ❑Not Observable ❑Not Applicable Additionai Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cortapasso Residence Report date: 01/14/22 Data filename: Page of 9 2021 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 38.50 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 71.75 Ductwork (unconditioned spaces): Glass & D. . ■ Window 0.26 0.25 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments OCCUPANCY OR APPROVED AS•NOTED USE IS ' UNLAWFUL - - a36.P.: s UNLAWFUL �o B� WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENTAT OF OCCUPANCY 631-765-ISM 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION t��t� �' v� 4. FINAL-CONSTRUCTION MUST NE;�� 0PL W,,,,,.H A`L CODES ®E BE COMPLETE FOR C.O. STATE ATE & TOWN CODES ALL CONSTRUCTION SHALL MEE1'THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OFTHE CODES OFNEW a s YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTON ERRORS SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES TRUSS PLACARDING REQUIRED N•`f.S.DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 PLUMBER CERTIFICATION OF THE TOWN CODE. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ,AU exterior lighting SUPPLY SYSTEM CANNOT Installed,replaced or EXCEED 2110 OF 1% LEAD. repaired shall conform to Chapter 172 of the Town Code PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING .'1 � 1�► Must provide Manuals D,J and Sasper NYS Energy Code Blower door and ductwork 1-esting required. rtri Ehl DIP �•'�3 co 0 V)tn _ J L N L1�U C_..> rL7 �/ J LwJ C:> 11 � A � W Z P4� 0 � Q �4 0 I I I I i I 1 I I i I I I I i 0 1 1 I 1 1 TYPICAL BUTTRESS a. O LOCATIONS TO BE Q. U- w DETERMINED IN FIELD � V cJ1 � Z O w J a, �- 0 ------- ----- ------- V w °C O � m V) 30" BUTTRESS TOP OF EXISTING • TYPICAL BUTTRESS FOUNDATION WALL LOCATIONS TO BE DETERMINED IN FIELD t I 1 1 1 ]�L 1 i t I i 1 1 I I I 1 I 1 I I 1 1 SET BLOCK 2" INTO -�-� w EXISTING WALL EVERY CONSTRUCTION NOTES FOR EXISTING BOWED CMU WALLS: � z AFTER BUTTRESS WALLS ARE INSTALLED OTHER COURSE WALLS TO BE FILLED SOLID WITH GROUT AND z Z (() REINFORCING INSTALLED IN BLOCK VOIDS 1.REMOVE 1 OR 2 TOP COURSES OF BLOCK IN SECTIONS. w CD 0 (V 2.INSTALL#3 REINFORCING AT 16"ON CENTER INTO J X J BLOCK VOIDS DOWN TO THE BOTTOM OF THE WALLS. Lo EXISTING BOWED 3.FILL ALL VOIDS WITH GROUT COMPLETELY. z m O 4.CONTINUE AROUND EXISTING WALLS UNTIL ALL WALLS APPROVED AS NOTED 811 CMU BLOCK ARE REINFORCED. j1�"� (I Y II O � 8 CMU AS DA • D•3D•�3 e.�,� � � 0 FOUNDATION WALL FEE y� _ w (n REQUIRED 10 COURSES HIGH NOTIFY BUILDING DEPARTMENTA FOR 3011 FOUNDATION PLAN 631-765-1802 8AMTO4PM FORTH SCALE. 1/4 - 1 -0 FOLLOWING INSPECTIONS: Q BUTTRESS (4) #4 REBARS 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE FILL BLOCKS 2. ROUGH-FRAMING&PLUMBIN SOLID WITH 4. FINALS-TION CONSTRUCTION MUST 6E COMPLETE FOR C.O. GROUT ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODES OF EW D RAW N BY: J F YORK STATE. NOT RESPONSIBLE OR DESIGN OR CONSTRUCTON ERROR 4/08/23 r_ .I. .I SCALE: SEE PLAN NEW 8X16 EXISTING ©r CONC. FTG 8X 16 FTG FOR BUTTRESS SHEET NO. n �4Y1,1`, F ) J BUTTRESS DETAIL 0525N� OF SSIONP~ SCALE: 3/4" = 1'-0" '0000, WORK: LIST OF DRAWINGS: I. PROPCSED SECOND FLOOR ADDITION TO INCLUDE C-001 SITE PLAN * ZONING INFORMATION (3) BEDROOMS, (2) BATHROOMS, AND A STUDY. EX-001 EXISTING FLOOR PLANS ,.� � y 2. FIRST FLOOR RE NOVATION TOM INCLUDE LIVING EX-002 EXISTING EXTERIOR ELEVATIONS ROOM, KITCHEN/DINING, (I) BEDROOM, A DEN, AND BATHROOM MODIFICATIONS. A-001 FOUNDATION / CELLAR PLAN, DETAILS, 61'DIAMETER 3. EXISTING KITCHEN CABINETS COUNTERTOPS AND NOTES AND LEGEND APPLIANCES TO REMAIN, ADDITIONAL CABINETRY A-002 FIRST FLOOR DEMOLITION PLAN, NOTES `;�`� � AND COUNTERTOP TO MATCH EXISTING TO BE AND LEGEND ' INSTALLED. A-003 FIRST FLOOR CONSTRUCTION 4 FRAMING \. �; REFL£CTIY£WHITE i REFLECTi°ERE° a `„" 4. THE EXISTING SUNROOM 15 TO REMAIN. PLANS, NOTES AND LEGEND PAN ME#18T \�`� � , 5. ALL WINDOWS TO BE NEW (EXCEPT IN SUNROOM)• A-004 SECOND FLOOR CONSTRUCTION 4 6. NFW SIDING 15 TO MATCH EXISTING AND NEW FRAMING PLANS, NOTES AND LEGEND ROOFING TO BE INSTALLED. i. ?'';� EXISTING HOUSE HAS THREE BEDROOMS. THE A-005 ROOF FRAMING PLAN, DETAILS, WINDOW PROPOSED RENOVATION HAS FOUR BEDROOMS. SCHEDULE AND NOTES 'i�E EXISTING SEPTIC SYSTEM IS TO BE A-006 EXTERIOR ELEVATIONS AND DETAIL - r:% A-007 EXTERIOR ELEVATIONS .kI.UATED FOR ITS CONDITION AND CAPACITY FOR POSSIBLE RE-USE. SHOULD A NEW SYSTEM A-005 BUILDING SECTIONS AND DETAIL �-, BE REQUIRED, SUFOLK COUNTY HEALTH A-009 DETAILS 1/2„ DFPARTMENT FILING WILL BE PROVIDED. A-010 DETAILS The Construct to type \. \� STRO A-011 NAILING FASTENER SCHEDULE de he ,-it-, -III-," "Or A-012 AIR SEAL DETAILS to I�3 C O�I I Gj 5A**� structu a unclecate the`°ngt`uct'°n A-013 PLUMBING GAS RISER DIAGRAMS AND I �I, f-*00-`30ULEVA Classification of the structure under ,--r- section 602 of the SCNYS COMPONENTS THAT STRUCTURAL Of STRUCTURAL STRUCTURAL COMPONENTS THAT ARE TrRU55 NOTES COMPOI+I�N'�'S THAT ARE CIF J EL , NEW TRUSS TYPE COALS RUCTION TYPE CONSTRUCTION FOR THIS PROJECT ARE A-014 FIRST t SECOND FLOOR ELECTRICAL '� ® R u�„ FLOQ4RDERS AN.INC6UDiNG "F'' O�yLY. PLANS NOTES AND LEGEND # # G7RDE3iS AND nEAM3 ROOF FRAMINGC,N i 0 BE MADE FOR THIS COMPONENT A-015 FIRST t SECOND FLOOR LIGHTING PLANS, BUILDING TYPE- ONLY. NOTES AND LEGEND c .'!;FLCPLJ7t AND IttIOF FRAMING SIGN TO BE POSTED NEAR ELECTRIC METER. i OJECT NO. 2lw4mzr- SIANLA€�USFiPI€7CQDEs A-016 GENERAL NOTES BUILDING CODE REFERENCES "I ' 11�FOR 1"IA�fi'I ON f— t r r,`;r rN. r -,,� go 2020 RESIDENTIAL CODE OF NEW YORK STATE j (RC-NY5). SITE PLAN BASED ON A SURVEY BY KENNETH M WOYCHUK LAND € '� 2020 ENERGY CONSERVATION CONSTRUCTION SURVEYING, PILLS DATED SEPTEMBER 8, 2015 DEC 8 e`0 2 - CODE OF NEW YORK STATE (ECCC-NYS). DISTRICT: 1000 SECTION: 128 -t-•-,. ..�,r " , BLOCK: 4 LOT: 14.3 ZONE: RESIDENCE "R-40" - TOWN OF SOUTHOLD LOT AREA: 81894 SF BUILDING SQUARE ��'3 ':� : =5 FLOORS EXISTING P r, `OSs 0 CHANGE P'ROPa,� ::D fUl Al- . i FIRST FLOOR 982 SF � �^ c-,.- q82 SF i SECOND FLOOR 0 SF ,or, SF._. .... _ � q35 SF _ 5' 10" W i - ------- ' ---- S3q 4 ---------------------------- — o - --------------- .... _.._._—_._.__— �� TOTAL FLOOR AREA gat SF i 5F 7 � i o � 1 '1 � / / I � � 0i127/2c%2 ISSUED �-�--� ----- r 33.8 EXISTING _J_—__._--- ..�_. . ED TO . _ EXISTING STONE OTHER AN STRUCTURES !T 15 A VIOLATIONVIOLATIONOOr- THE LAW FORFORY PERM, UNLESS 1 16.2 Bi:.Cs. PATIO DRIVEWAY ��� —.- - -_--TO RIf'1AIh1 TO REMAIN ACr,;W, UNDER THE DIRECTION OF A LICENSED ARCHITECT, , � � ' ' o IS ENCLOSED PORCH 162 SF D S i62 SF TO ALT�.R AN ITEM IN ANY MAY. IF AN ITEM BF ?Ii�; TTE4E EXISTING I STORY — — , — -__`_ _ _ SEAL OF AN ARCHITECT 15 ALTERED, TVIE ALTERING j STRUCTURE _ ARC-41TECT SMALL AFFIX TO HIS ITEM 114E SEAL AND TWE NOTATION "ALTERED BY' FOLLOWED BY H15 403GNATURE EXISTING / AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 — i / — € SLATE i J� TOTAL FOOTPRINT 1144 5F 0 aF Ii44 SF DE MIPTION OF THE ALTERATION. ® PROPOSED 2ND FLOOR 4.2 / / 4.2 / . ADDITION //� / PATIO TO NO % (� j THESE DRAWINGS ARE INSTRUMENTS OF SF ICE AND AS SUC14 ARE THE PROPERTY OF THE ARCHITECT. OR, A,LTERRAT06 BY Or.14EFR5 ARE / PROHIBITED. NEW A/C UNIT FOR / LINE OF EXISTING f / ,�� ZONING REQUIREMENTS �.- CORTAPA5SO RE 6 1� I�Co ' 2ND FLOOR j/%i� / CHIMNEY TO BE `- EXISTING A/C UNIT � ' / REMOVED i -�. ITEM ALLOWABLE E,,151.ING PROPOSED WORK � /- � ; / FOR IST FLOOR 4•2' 7' 1411 LINE OF EXISTING / MIN LOT SIZE 401000 SF -8E8g4 5F NO CHANGE RESIDENTIAL RENOVATION _ LANDING TO BE i REMOVED � ,r\� , MIN LOT WIDTH 150.00' I17.55' NO CHANGE 1 EXISTING _ 4B30 PECONIC BAY BOULEVARD BLUE STONE L____ PROPOSED STEP �� MIN 0 N , i LAUREL, NEW YORK DRIVEWAY AND LANDING i LOT DEPTH 175.00 ��7.40 NO CHANGE i TO REMAIN EXISTING i Q �— W , SLATE PATIO �i?, i ,� /�1 MIN FRONT YARD DEPTH 50.00' 25.80' NO CHANGE SITE PLAN AND INFORMATION o � � TO REMAIN � �� /41 O MIN SIDE YARD WIDTH, LO i N <V� / ONE SIDE 15.00, -^33.80' NO CHANGE MIN SIDE YARD WIDTH ARCHITECT, P.C. ' ' 35.00' 75.00' NO CHANGE COMBINED CV ' c�N MIN REAR YARD DEPTH 50.00 7.701 NO CHANGE 701 1180 Park Avenue Franklin Sgjuare, New York 11010 L_-_—_—_ _—_---- `,�- .30° "1� O (516) 352-9827 www.drvarch.com ________ MIN LIVABLE FLOOR AREA 850 SF 982 SF Igl7 SF N 400 5q' 20" E _ 88.g3' 2a•� MAX LOT COVERAGE 11778 SF It144 SF drawn b .LaS checked b (20%) (I?_.86%) NO CHANGE --- scale: AS NOTED date: MAX HEIGHT 35.00' 15.08' (±) 25.g2' project u ber: 2144 MAX NUMBER OF STORIES 2 1/2 1 1/2 2 1/2 P E C 0 N I C BAY B 0 U L E V A R D 1,111.00 V)V S FLA � I TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA (202f^ CODE) I�l WIND DESIGN SUBJECT TO DAMAGE FROM G-001 = r i_ r - GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN 01 OF 01 SCALE I 10 0 SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN FR05T LINETERMITE DESIGN UNDERLAY MENT FREEZING ANNUAL LOAD (mph) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TEMP RE41.'!RED HAZARDS INDEX TEMP 30 140 3.0' MODERATE YES C SEVERE TO HEAVY 15 a _ SLA5 ON GRADE SUNRO. (SUNROOM ABOVE) ISTING HOUSE TRAP rEXISTING W ABOVE SLAB) 200 AMP ECTRICAL PANEL 7—\ L � DW L_-J o D o � L = DN o $A, EXISTING ELECTRICAL ofl IIR 000 SUB-PANEL __ -----; X MROOI'1 3 GAS 00 PRI I"' �Y �EDRDOPI UN-FINISHED LZA Z � KITC1IEN MEAGE � � C EXISTING (3) 2" X B" BEAM � REF - - --_______ _____ ==-e=-................... ----_—_——_-- ---- ----------------- ----- ------------------------------ -------- - - UP IIR CL CL FINISHED STORAGE dD --- , x - N ® C` LIVING RO "I REF I I I I - ) I � I I Zs,j �__L—_- L----- ---- — ------------� F— F\---- �-1 I ----- to .o tom/ J W �i ao Ii I L------------- ---- --------- ----------- ---------------- ------------- ---------- ---- -------------- ------------- Oj L ----------- � I AREAS OF EXISTING EXIS I NVAC DUCTS I MECHANICAL EQUIPMENT (DROPPED} i rev. date de5cri Lion I I i I I ! I I I �------------J ' ° 2EXISTINGFIRST FLOORFLAN - EX16TING FOUNDATION / G J1127;2021 ISSUED TO CLIENT EX-.001 r n E(-001 -_—_. a - n .. .- -.-..r. ....-...,_.._ ..-,... , ,.._..,..-., IT 15 A V10'.ATION OF 14E I.44 FOR ANY PERSON, UNLESS 5C LE: I 1 - SG,-eLE: 1 - 10 -0 ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER t',N ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SMALL AFFIX TO 14I5 ITEM THE SEAL AND THE NOTATION "ALTERED Br FOLLOWED F3Y HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A 5PECIFI DFSCPIPTION OF THE ALTERATION. THESE DRdWNGS ARE :NSTRUMENT5 OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 OR ALTERATIONS BY OTI•lER5 AR,E PROHIBITED. OORTAFA660 RESIDENICE RESIDENTIAL RENOVATION 4B30 PECONI BAY BOULEVARD LAUREL, NEI-4 YORK EXISTING FLOOR PLANS D-RV ARCH I TECT, P.C. 1180 Park Avenue Franklin 5gpare, New York !1010 (516) 352-gB27 www.drvarch.com drawn by, AJH checked b . scale: AS NOTED date: ro'ect number: 2144 A; - E X-001-00 �-' 01 OF 02 cA - 0 LLL11 ilL- .1 N 0 0 . .. NORTH (FECONIC: 5AY 51.VID ) ELEVATION 2 WEST (SIDE ) ELEVATION SCALE: I" 10'-0" r rev. date de5cri tion I� _ f 01/27/2022 ISSUED TO CLIENT - FE] IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS f� ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT 5HALL AFFIX TO NI5 ITEM THE SEAL AND THE O NOTATION 'ALTERED BY' FOLLOWED BY 14I5 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. TNESIE DRAWINGS ARE INSTRUMMTS OF SOWICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. - — - - - - - - -. -- _- - _ - - - - - - - - - --- - - INFRINGEMENTS OR ALTERATIONS By OTHERS ARE PROHIBITED. CORTAPASSO RESIDENCE RESIDENTIAL RENOVATION 3 SOUTH (REAR) ELEVATI ON t tz.,,46T (61DE ) ELEVATION 4530 PECON IC BAY BOULEVARD SCALE: I" s lo'-o" `' '' SCALE: 10�= 10'-0" _ -- LAUREL, NEN YORK EXISTING EXTERIOR ELEVATIONS ARCHITECT , P.C. 1180 Park Avenue Franklin Square, New York 11010 (516) 352-91827 www.drvarch.com drawn by, AJH checked b . scale: AS NOTED date: _project number: 2144 Fir c . ..{' EX-002.00 02 OF 02 v ----------------------- ` I i A-00a A-008 r---------------------------- I EXISTING FOUNDATION WALL I i SLAB ON GRADE i i . AND FOOTING TO REMAIN I I FOUNDATION NOTES. LEGEND: (SUNROOM ABOVE) I I I. CONCRETE: EXISTING WINDOW TO ALL CONCRETE SHALL OBTAIN A MINIMUM OF 3500 PSI AIR ENTRAINED EXISTING STAIR FRAMING i ( ) EXISTING FOUNDATION WALL TO REMINREMAIN COMPRESSIVE STRENGTH AFTER 28 DAYS/ NEWLY POURED CONCRETE SHALL BE _ AND FOOTING TO REMAIN LINE OFA ANEW P05T i i i i EXISTING HOUSE TRAP (48" KEPT FROM FREEZING AND ALLOWED TO CURE IN ACCORDANCE WITH THE AMERICAN ABOVE SLAB) TO REMAIN (ABOVE), SEE 12/A-010 I I CONCRETE INSTITUTE STANDARDS. GARAGE SLAB SHALL HAVE 3500 PSI STRENGTH. ----- I I I I EXISTING 200 AMP 2. ALL FOOTINGS SHALL EXTEND TO UNDISTURBED 501L HAVING A MINIMUM BEARING NEW FOUNDATION WALL AND NEW HOLD DOWN, ELECTRICAL PANEL CAPACITY OF ONE TON PER SQUARE FOOT (GRADED SAND WITH GRAVEL) THE __ FOOTING SEE 2 � 3/A-001 1 --- NEW HOLD DOWN, BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM 3'-0" TO 4'-O" BELOW FINISHED FILL IN FLOOR FRAMING ----- L______ ________ ___ _ ____J ��_________________ _________ __________________ ___ SEE 2 � 3/A-001 GRADE. ALL FOOTINGS SHALL BEAR ON SUITABLE SAND AND GRAVEL. MAXIMUM ----- EXISTING WALL TO 8E REMOVED WITH NEW 2" X 8" F.J. (TO i i PITCH RATIO FOR STEPPED FOOTINGS SHALL BE I IN 3. MATCH EXISTING) AT AREA I ___________ _ _ ---- _____ _ _ I NOTE: EXISTING WALL TO REMAIN - -�-------------------� - ----I I 3. ALL REINFORCING BARS TO BE INTERMEDIATE GRADE 60 DEFORMED BARS, ALL TO OF STAIR REMOVAL G.G. TO VERIFY EXISTING NEW 2 1 3/4' X 7 114' M.L. W/ I I AMERICAN CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE NEW CONSTRUCTED STUD WALL I ( ) I FIRST FLOOR FRAMING SIZE STANDARDS. MINIMUM OF 30 DIAMETERS LAP ON ALL SPLICES. EXISTING WINDOW 70 i D a . Z (1) 1/2' X 7' STEEL PLATE THRU I i AND NOTIFY ARCHITECT OF REMAIN o a BOLTED W/ 5/84 BOLTS @ 10' O.C. I I AN DISCREPANCIES IN WHAT 4. SILL ANCHORS IN ALL FOUNDATION WALLS SHALL BE 5/8" DIAMETER WITH 3" X 3" EXISTING DOOR AND FRAME TO j I I n n n REMAIN EXISTING ELECTRICAL i i UN-FINISI-IED = -I L I ( ) i i I5 SHOWN ON THE PLAN X q/64 WASHERS AND BOLTS. MAXIMUM OF 32 O.C. AND MAXIMUM 8 FROM EACH SUB-PANEL TO REMAIN I 1 _ _�� x p NEW (3) 1 3/4' X 7 114' M.L. W/ I EXISTING WINDOW TO CORNER. MINIMUM OF TWO (2) BOLTS PER MEMBER. MAX. 6 EACH SIDE OF JOINT il I I IN SILL PLATES. ALL SILLS TO BE PRESSURE TREATED LUMBER HAVE SILL NEW DOOR AND FRAME I I - (2) 3/0 X 7' STEEL PLATES THRU I I REMAIN , X1571NG TO REMAIN __I( u BOLTED W/ 1/2 BOLTS @ 12 O.C. EXISTING STAIR TO BE I I _ _ I I INSULATION AND 2 OUNCE COPPER WOOD FRAME FLASHING t TERMITE SHIELD SEE NOTE NEW STAIR TO FIRST " SMOKE DETECTORS TO BE INSTALLED IN ALL REMOVED I I -- - -� Z o I I (COMPATIBLE WITH ALL PRESSURE TREATED WOOD) AS PER CODE. MINIMUM 8 THIS DWG _ (FLUSH)SH) I I FLOOR, SEE 4/A-008 PENETRATION INTO CONCRETE. 5 BEDROOMS AND HALLWAYS. NEW SMOKE ALARMS TO BE HARD-WIRED AND INTERCONNECTED IN COMPLIANCE I I 1 WITH SECTION R314 OF X I I I I UP I I THE RESIDENTIAL CODE OF NYS. I I I I i 12R CM I I A-ooa UNDER—STAIR PROTECTION NOTE: FOR NEW HOUSES AND RENOVATIONS, SMOKE ALARMS �I I I I I I PER SECTION R302.7: TO BE INTERCONNECTED. I _____ ____—_ _—____ _ __ ___—_ _---______---_ =— _ _—__ _ -- — — =—=C =-- I f ----- ----- -- --W------ ------- ------ ---- I ENCLOSED SPACE UNDER STAIRS THAT 15 ACCESSED BY A DOOR OR I I NEW H IN - NEW 2 2" X 12" I I - (ABOVE), ACES S PANEL SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY (CO) DETECTORS TO BE INSTALLED IN THRU-WALL FLUES SEE I ( ) I LINE OF NEW POST ABOVE , CARBON MONOXIDE HVAC NOTES #8 q ON E EAT G Z SEE II/A 010 SOFFITS PROTECTED ON THE ENCLOSED 51DE WITH 1/2 GYP BOARD. ALL HALLWAYS ON BEDROOM LEVELS. NEW CARBON EXISTING LALLY COLUMN _ I I A-004 I UNITS, SEE �------_-__ >: Q I I CM MONOXIDE ALARMS TO BE HARD-WIRED AND HVAC NOTES TO REMAIN (TYPICAL 3) L % I CO a I I LINE OF NEW P05T (ABOVE), INTERCONNECTED IN COMPLIANCE WITH SECTION R315 OF THE ON A-004 I I LINE OF NEW POST I I UN-FINISHED I r--- I SEE 13/A-01 x o I SEE 13/A-010 RESIDENTIAL CODE OF NYS AND SECTION q15 OF THE FIRE CODE OF NYS. FOR NEW HOUSES AND RENOVATIONS, CARBON REF i I I 1 EXISTING FOUNDATION WALL MONOXIDE ALARMS TO BE INTERCONNECTED. EXISTING TO REMAIN i i i EXISTING TOR MAIN AND FOOTING TO REMAIN I 1 L---------- __ ------------ �- I __ WHERE NEW CONNECTORS/FASTENERS ARE ANCHORED TO AN EXISTING EXISTING WINDOW TO I I F\-___ --L-,-7 1 N I FOUNDATION DRILL FOUNDATION FOR DIAMETER REQUIRED AND EMBED WITH REMAIN I 1 I / I *i—LINE OF EXISTING CHIMNEY ' I i ► ! c� I __ SIMPSON ACRYLIC TIE ADHESIVE. I i '----------- ------- - ---- I TO BE REMOVED ----�--- ------- - - - -- ----- ----------I i NEW HOLD DOWN AREAS OF EXISTING I I ��---�� I I I I MECHANICAL EQUIPMENT -- ------ ------------------- ----------------J I SEE 2 t 31A-001 L--- I— .__. I l i---- --- ----------------J I -- -----�i----- — - -- ----- --------------------- NEW HOLD DOWN, ---- NEW 1/2"0 DO1^IEL5 @ 12" O.C. SEE 2 t 3/A-001 ______________________ _ I VERTICALLY AT WALL AND --- --- ------------------------------- �r --, f—4'_ _, I;*allFOOTING (TYP.) EXISTING (3) 2' X all (DROPPED) ' I o L____ j NEW B" POURED CONCRETE EXISTING HVAC DUCTS WITH (2) NEW 1/2" X 7" STEEL j FOUNDATION WALL ON A 20" X 12" (DROPPED) PLATES THRU BOLTED TO EACH I DEEP POURED CONCRETE FOOTING SIDE OF EXISTING BEAM WITH I I WITH A 2" X 4" KEYWAY 1/2"0 BOLTS @ 12" O.C. o ---------- � ' 4" POURED CONCRETE SLAB rev. de5cri tion _ 34'-7" _ 5'-6° OVER COMPACTED FILL T.O. FOUNDATION WALL 2 L3 TO BE FORMED FOR A-008 A-008 NEW STEPS Ito'-I" �'-�- OVERALL STRUCTURE 01/27/2022 ISSUED TO CLIENT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, I TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THEEA-OiFOUNDATION CE �.. ► FLANSEAL OF AN ARCHITECT IS ALTERED, THE ALTERING �I SCALE; I" 10'-0' ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NATATION 'ALTERED BY' FOLLOWED BY NIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC; DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. NEW WOOD POSTS CORTAFA.580 REE S I D ENCE MIN. (2) 2 X'S RESIDENTIAL RENOVATION 4830 PECON I C SAY BOULEVARD SIMPSON HDU LAUREL, NEW YORK ' HOLD-DOWN FOUNDATION / CELLAR PLAN, DETAILS, NEW FLOOR J015TS NEW 5/5" DIA 14OLDDOWN NOTES AND LEGEND ANCHOR ROD I)RV ARCHITECT, P.C. 1180 Park Avenue Franklin Sgyare, New York 11010 SQUASH BLOCKING COUPLER NUT BLOCKING @ 24" O.C. (516) 352-g827 www.drvarch.com SIDEWALL 0 drawn by, AJ1-I LaS checked b . o , SIMPSON HDU4-SD53 0 , scale: AS NOTED date: HOLDDOWN TOP OF EXISTING CEILING °o • 2-16d COMMON ro�ect number: 2144 NAILS @ 10 O.C. FRAMING NOTE: °`` HOLDDOWN LOCATION • CORNER STUD NEW WOOD TOP AS INDICATED ON PLATES PLAN CONNECTED TO TRANSFER SHEAR 7/8l" DIA THREADED A-001.00 ANCHOR ROD ;r. _ (EA / HOLD -DOUN DETAILS 3 5IMP&ON H%4-5D53 HOLDDOWN O1 OF 16 NOT TO SCALE EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN NOTE; PROVIDE ADEQUATE BRACING EXISTING DOOR TO REMAIN AT ALL LOAD BEARING WALL DEMOLITION / REMOVAL NOTES: _ N : EXISTING WINDOW TO 51114ROOM EXISTING WINDOW TO REMAIN REMOVALS UNTIL NEW I. QUESTIONS ARISING DURING DEMOLITION CONCERNING THE REMOVAL OF ITEMS NOT ____ EXISTING WALL TO BE REMOVED REMAIN WALLS/BEAMS/HEADERS ARE SPECIFICALLY ADDRESSED BY THESE DRAWINGS SHALL BE DIRECTED TO THE EXISTING TO REMAIN INSTALLED ARCHITECT FOR RESOLUTION. EXISTING WALL TO REMAIN FAEXISTING COUNTERS, CABINETS, 2. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS. THE PORTION OF EXISTING SINK AND APPLIANCES TO BE DETERMINATION OF THE PRESENCE OF ASBESTOS 15 THE RESPONSIBILITY OF OTHERS. ��'�� EXISTING DOOR AND FRAME TO BE EXTERIOR WALL TO BE REMAIN. EXISTING WINDOW AND 3. CONTRACTOR 15 RESPONSIBLE TO VERIFY WHETHER ANY EXISTING MATERIALS BEING REMOVED REMOVED FRAME TO BE REMOVED, DISTURBED BY THE SCOPE OF WORK CONTAIN LEAD PAINT. REMOVAL OF SUCH EXISTING DOOR AND FRAME TO EXISTING HEADER TO MATERIALS SHALL BE DONE IN ACCORDANCE WITH THE FEDERAL GUIDELINES BY A REMAIN REMAIN CERTIFIED LEAD PAINT REMOVAL CONTRACTOR. ADPH 4. ALL STRUCTURAL MEMBERS ARE TO REMAIN, UNLESS OTHERWISE NOTED. 5. SHOULD ANY OF THE PARTITIONS INDICATED TO BE REMOVED BE FOUND TO BE LOAD O EXISTING SINK TO Z BEARING (UNLESS ALREADY NOTED AS SUCH IN THE CONSTRUCTION DOCUMENTS), Q Q NOTIFY THE ARCHITECT IMMEDIATELY OF THE CONDITION PRIOR TO PERFORMING ANY EXISTING WINDOW FRAME BE REMOVED. AND HEADER TO BE a i i �,�� ��� i`� �, RE-USE 6. CONTRACTOR SHALL PROVIDE ALL REQUIRED SNORING SUPPORTS TO EXISTING PLUMBING IN NEW p STRUCTURE TO MAINTAIN STRUCTURAL STABILITY OF STRUCTURE DURING DEMOLITION. REMOVED o i O J --�� POWDER ROOM �- 7. CONTRACTOR SHALL VERIFY t SHUT OFF ALL UTILITIES ETC. HEATING PLUMBING � u i -i � �------� i - J LAYOUT -i r r PORTION OF EXISTING ___ EXISTING u i � __ O O I l! LINES ETC. TO AREAS OF DEMOLITION PRIOR TO START OF WORK. WALL TO BE REMOVED ii i i STAIRS TO BE �� i EXISTING WINDOW AND EXISTING DOOR 8. CONTRACTOR TO ISOLATE DUST WITH PLASTIC t PLYV!OOD OVER OPENINGS INTO r--- � i iu FOR NEW WINDOW y Z i _ _ i REMOVED ' ? FRAME TO BE REMOVED, UNAFFECTED AREAS. FRAME AND HEADER }- OPENING ` � �_ � � � � EXISTING HEADER TO ____= i TO BE REMOVED q. CONTRACTOR TO PROTECT EXISTING FLOORS WITH PLYAOOD OR HOMA50TES t TAPES. REMAIN EXISTING FLUSH BEAM TO � � r----�' i �T � 10. ALL DEBRIS AND MATERIAL SHALL BE HAULED AWAY AS IT IS COLLECTED. SITE BE REMOVED i �' SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES. ALL DUMPSTER'S SHALL BE ,' CLEANED AND CHECKED DAILY OF PAPERS ETC. _ '� _ _ __ _ IL THE CONTRACTOR SHALL COORDINATE WITH THE OWNER/CLIENT THE DESIGNATED --_-_ -—- --- ENTRANCE/ENTRANCES WHICH THE WORKERS WILL USE. THE NUMBER OF ENTRANCES FRAME ' `� ____,� �' ` SHALL BE KEPT TO A MINIMUM TO AVOID ANY DAMAGE TO THE EXISTING STRUCTURE AND HEADER TO BE i i i PORTION OF EXISTING EXISTING INTERIOR WALL AND BE THE CLOSEST ENTRANCE TO THE AREA OF THE WORK BEING DONE. EXISTING DOOR REMOVED Q 1 i 1 WALL TO BE Z TO BE REMOVED 12. WHERE NEW FLOORING IS INDICATED REMOVE EXISTING FLOORING DOWN TO EXISTING �_ -_--- REMOVED FOR NEW SUBSTRATE. EXISTING INTERIOR WALL I' WIDER OPENING a 13. WHERE LIGHT FIXTURES ARE TO BE REMOVED REMOVE WIRING AND CIRCUITS BACK TO BE REMOVED i -- ' o i ,- �- � p i- EXISTING WINDOW AND TO EXISTING ELECTRIC PANEL. FRAME TO BE REMOVED EXISTING WINDOW AND i ��i i I�'x�� i EXISTING SHOWER ° i 14. WHERE WALL REMOVALS ARE INDICATED, REMOVE EXISTING ELECTRICAL DEVICES AND a EXIISTING HEADER TO EXISTING ELECTRICAL DISTRIBUTION BACK TO EXISTING ELECTRIC PANEL. FRAME TO BE REMOVED, i ii i u SINK, VANITY AND v REMAIN 15. PLUMBING FIXTURES AFFECTED BY WALL REMOVALS TO BE REMOVED WITH PLUMBING EXISTING HEADER TO z ° TOILET TO REMAIN --� Z EXISTING CHIMNEY TO BE LINES CAPPED AT PLUMBING MAIN. REMAIN REMOVED 16. BRACE EXTERIOR WALLS AS REQUIRED, PRIOR TO ANY REMOVALS. EXISTING EXTERIOR WALL EXISTING INTERIOR 17. ALL EXISTING WINDOWS, FRAMES, AND CASINGS TO BE REMOVED. TO REMAIN WALL TO REMAIN 18. ALL EXTERIOR SIDING AND ROOFING SHINGLES TO BE REMOVED. i� EXISTING DOOR AND EXISTING WINDOW, FRAME _ - - --= FRAME TO BE REMOVED, --- -- -- ---- ==- EXISTING HEADER 'TO AND HEADER TO BE --- i i REMAIN REMOVED EXISTING WINDOW TO PORTION OF EXISTING REMAIN EXTERIOR WALL TO BE EXISTING WINDOW AND REMOVED FOR NEW FRAME TO BE REMOVED, WINDOW OPENING EXISTING HEADER TO L------------_J REMAIN rev. date description FIRST FLOOR DEMOLITION FLAN SCALE: 01/27/20221 ISSUED TO CLIENT IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCUTECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 1485 SIC 4ATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. CORTAPA650 RESIDENCE RESIDENTIAL RENOVATION 4830 PECONIC SAY BOULEVARD LAUREL, NEW YORK FIRST FLOOR DEMOLITION PLAN, NOTES AND LEGEND uRV ARCHITECT , P.C. 1180 Park Avenue Franklin Scipare, New York 11010 (516) 352-g827 www.drvarch.com drawn by, AJ14 LaS checked b . scale: AS NOTED date: project number: 2144 'S �. C ­ . ..`',,. 1 -002.00 Gam^ 0 020F I(o EXISTING EXISTING EXISTING EXISTING NOTE: G.C. TO VERIFY EXISTING EXISTING TO REMAIN FRAMING AND NOTIFY EXISTING TO REMAIN ARCHITECT OF ANY z z z z NEW UNDER-COUNTER �_ - cn cn cn cn DISCREPANCIES PRIOR TO BEVERAGE REF CLOSE-IN WALL TO 2 3 NEW POST DOWN TO 2 3 w MATCH EXISTING A-00a A-008 EXISTING FOUNDATION i BEGINNING CONSTRUCTION A-008 A-008 NEW CABINETRY, ADJACENTPOWDER NEW HOLD DOWN, WALL O(BELOW), SEE COUINTERTOP TO NEW 36" PANTRY TO A MATCH EXISTING MATCH EXISTING ROM SEE 2 t 3/A-001 CABINETRY CABINETRY © O O EXIST. (2) 2' X 8' MDR EXIST. (2) 2' X 8' MDR EXIST. (2) 2" X 8" HDR NEW HOLD DOWN, SEE 2 3/A-001 ii _!__� i I __ NEW EXHAUST FAN _ - N L__� N DW J O SEE HVAC NOTES ON DIN \ DWG A-004 i w 4'-0 1/2" 5'-q" EXISTING COUNTERS, '�' CABINETS SINK AND �. w NEW (2) 2" X 12" (DROPPED) 11- A 3 I/2" APPLIANCES TO BE Q co Q ROM REMAIN 'i -• 00 - co o KITC EN / DINING x � � KITCHEN / 00 37" VAN NEW 24 X 0 N H c0 c7 A N `14 O � n OH -� DINING i POCKET DOOR 0 x " o z NEW (2) 1 3/4 X q 1/2 M.L. O 0 3 i �, O �, (DROPPED) i z Mj � IN 3 - o0 ! 15'-10 1/2" 3'-6" 2'-10 1/2' I W I N z - ---- ,- JT_ 1�- NEW POST DOWN TOcn ,U F.O. REF _ '°� A-008 A-008 3 EXISTING BEAM REF A-008 �N - ALIGN �;' x N z (BELOW) SEE 13/A-OIO DN m ------ m �' _ 12R CN N --- N S b �, p i i `'6d12R N - i NEW (3) 2" X 12" O (DO 1 1 o�L Imo• i i FLUS!"I ra Q � o i i ALIGN Q- 14'-6" 3'-6 I/2" > LINE OF NEW POST NEW POST DOWN TO �_ 26" ITN z _ q co O x Lc (ABOVE), SEE 14/A-010 EXISTING BEAM x 0 H BEDROOM 4 �, LINEN r; o =-I (BELOI�), SEE 13/A-OIO = a = - u n N �- /^ LIVING ROOM - x ki 0 BEDROOM 4 LIVING-ROOM Q EXIST w V 0 3 ;> a NEW POST DOWN TO N `i' NEW EXHAUST FAN, z EXISTING FOUNDATION ` N W SEE HVAC NOTES ON WALL (BELOW), SEE E HOLD DOWN, ODWG A-004 O II/A-010 SEE 2 t 3/A-001 � EXIST J NEW HOLD DOWN, -_- O EXISTING © O SEE 2 3/A-001 NEW (2) 2" X 12' HEADER EXIST. (2) 2" X 8" HEADER EXIST. (2) 2' X 12' HEADER EXIST. (2) 2' X 0 HDR 7'-0" rev. de5cri tion 2 3 2 3 A-008 A-O08 A-008 A-008 40'-1" OVERALL STRUCTURE 1 F1R8T FLOOR CONSTRUCTION FLAN%, I r 2 � ISfRT FLOOR FRAMING FLAN 01/27/2022 ISSUED TO CLIENT IT 15 A VIOLATION OF THE LASJ, FOR ANY PEP."! UNLESS A- SCALE: 114" 1'-0" IA J SCALE: 114'' I'-0" � ,_��_ �ae,_�_a- ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING CONSTRUCTION NOTES: 1NTIrRIOR CONSTRUCTION 4 FINISH NOTES: ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE 1. ALL NEW PLATE HEIGHTS ARE TO BE 8'-1", UNLESS OTHERWISE NOTED. EXISTING WALL TO REMAIN 1. INTERIOR DOORS TO BE SOLID CORE PAINTABLE - STYLE AS SELECTED BY OWNER. NOTATION "ALTERED BY' FOLLOWED BY NIS SIGNATURE , AND THE DATE OF SUCH ALTERATION AND A SPECIFIC 2. ALL NEW EXTERIOR WALL FRAMING TO BE 2" X 6" WOOD STUDS AT 16" O.C. NEW CONSTRUCTED STUD WALL 2. INTERIOR DOOR CASINGS TO BE PAINTABLE, 2 1/2" COLONIAL STYLE (CONFIRM STYLE WITH OWNER PRIOR TO ORDERING). ONLY LOW VOC DESCRIPTION OF THE ALTERATION. 3. ALL DIMEN51ON5 INDICATED ON THE CONSTRUCTION PLANS ARE TO OUTSIDE OF STUD NEW CONSTRUCTED INSULATED (THERMAL) WALL PRODUCTS TO BE USED. FRAMING, UNLESS OTHERWISE NOTED. 3. INTERIOR WINDOW CASINGS TO BE PAINTABLE, 2 1/2" COLONIAL STYLE WITH 1 1/2" THICK STOOL AND PICTURE FRAME SURROUND (CONFIRM WITH THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS 4. G.C. TO PROVIDE AND INSTALL A PULL-DOWN ATTIC STAIR AS INDICATED ON THE PLANS NEW CONSTRUCTED INSULATED (SOUND ATTENUATING) WALL OWNER PRIOR TO ORDERING). INLY LOW VOC PRODUCTS TO BE USED. INFRINGEMENTS� TH14E PROPERTY OF THE ARCHITECT. � OR AS DIRECTED BY OWNER. DOUBLE UP ATTIC FRAMING AROUND NEW OPENING. ATTICBy STAIR TO BE BY ATTIC OR EQUAL. PULL DOWN STAIR TO HAVE R-VALUE EQUAL TO 4. FLOOR BASE MOULDING TO BE PAINTABLE 3 1/2" COLONIAL STYLE WITH MOULDED EDGE BASE (CONFIRM WITH OWNER PRIOR TO ORDERING). PROHIBITED. �CEILING FRAMING AS SPECIFIED ON DETAILS ON DRAWING A-OOq. EXISTING DOOR AND FRAME TO ONLY LOW VOC PRODUCTS TO BE USED. 5. INSTALL SOUND ATTENUATING INSULATION IN ALL INTERIOR WALLS OF THE BATHROOMS REMAIN 5. G.C. TO TAPE, SPACKLE AND SAND (THREE (3) COATS), ALL WALLS AND CEILINGS. SPACKLE APPLICATION TO BE DONE IN A MANNER AS TO CORTAi A6,5O RESIDENCE AND POWDER ROOMS. NEW DOOR AND FRAME VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT BETWEEN MATERIALS. WALLS AND CEILINGS TO BE PAINT READY. 6. INSTALL SOUND ATTENUATING INSULATION IN SECOND FLOOR FRAMING EXCEPT WHERE 6. G.C. TO PRIME AND PAINT ALL WALLS AND CEILINGS. COLORS AND PAINT FINISHES AS SELECTED BY OWNER. ONLY LOW VOC PRODUCTS TO BE UNHEATED SPACE EXISTS BELOW. THERMAL BATT INSULATION IS TO BE INSTALLED IN USED. RESIDENTIAL RENOVATION FLOOR ABOVE UNHEATED SPACES - SEE DETAILS ON DRAWING A-OOq. SMOKE DETECTORS TO BE INSTALLED IN ALL BEDROOMS 7. G.C. TO PRIME AND PAINT ALL TRIMWORK. COLORS AND PAINT FINISHES AS SELECTED BY OWNER. ONLY LOW VOC PRODUCTS TO BE USED. 7. SEE DRAWING A-004 FOR INTERIOR CONSTRUCTION AND FINISH NOTES. O AND HALLWAYS. NEW SMOKE ALARMS TO BE HARD-WIRED 8. KITCHEN CABINETRY AND UNDER-COUNTER BEVERAGE REFRIGERATOR TO BE PROVIDED BY OWNER (N.I.C.) AND INSTALLED BY G.C. 8. FIRST FLOOR FRAMING IS EXISTING TO BE REMAIN. 5 AND INTERCONNECTED IN COMPLIANCE WITH SECTION R314 9. KITCHEN COUNTERTOPS PROVIDED AND INSTALLED BY OWNER. 4530 PECONIC BAY BOULEVARD q. EXISTING FIRST FLOOR CEILING FRAMING TO REMAIN. NEW SECOND FLOOR FRAMING TO BE OF THE RESIDENTIAL CODE OF NY5. FOR NEW HOUSES AND „ A �� 10. FLOORING IN DINING AREA, KITCHEN, LIVING ROOM, BEDROOM 4 AND DEN TO BE #I COMMON RED OAK, 2 1/4 WIDE STRIPS, (ALTERNATE FOR LAUREL, NEW YORK 2 X 10 FRAMING UP AND OVER EXISTING CEILING FRAMING AS SPECIFIED ON THE PLANS RENOVATIONS, SMOKE ALARMS TO BE INTERCONNECTED. WIDE-PLANK FLOORING). FLOORING TO BE STAINED BY G.C. IF DIRECTED BY OWNER. G.0 TO SCREEN FLOORING PRIOR TO SEALING APPLY AND DETAILED ON DRAWING A-OOq. ,CLEAR I' I CARBON MONOXIDE (CO) DETECTORS TO BE INSTALLED IN ALL 11. FLOORING COAT ALL SECOND FLOOR BEDROOMS AND CLOSETS TO BESHES TO MEET VOC REGULATIONS, TWO (2) T#1 COMMON LIGHTS WIT14 ED OAK, BETWEEN1/4 W DE STRIPS (ALTERNATE FOR WIDE-PLANK FRAMING FLOORPLANS, NOTES TAND LEGEND 10. INSTALL 3/4 PLYWOOD SU13FLOOR IN ATTIC IN AREAS OF 4 OR GREATER CEILING HEIGHT. 11. ALL PLYWOOD SUBFLOORING TO BE GLUED AND ANCHORED WITH RINGSHANK NAILS. � , , 12. WHERE BEAMS AND HEADERS ARE INDICATED, PROVIDE P05TS EACH END. WIDTH OF POST HALLWAYS ON BEDROOM LEVELS. NEW CARBON MONOXIDE FLOORING). FLOORING TO BE STAINED BY G.C. IF DIRECTED BY OWNER. G.C. TO SCREEN FLOORING PRIOR TO SEALING, APPLY CLEAR COAT TO MATCH WIDTH OF BEAM, MINIMUM 4" BEARING ON POST. CM ALARMS TO BE HARD-WIRED AND INTERCONNECTED IN FINISHES TO MEET VOC REGULATIONS, TWO (2) COATS WITH LIGHT SCREEN BETWEEN COATS. 13. INTERIOR WALLS AND CEILINGS TO BE FURRED OUT FOR PLUMB, SQUARE AND LEVEL COMPLIANCE WITH SECTION R315 OF THE RESIDENTIAL CODE OF 14. POWDER ROOM FLOORING TO BE CERAMIC TILE. OWNER TO PROVIDE TILE (N.I.C.), G.C. TO INSTALL. POWDER ROOM VANITY AND SINK TO BE ARCHITECT , P.C. SURFACES. NY5 AND SECTION ql5 OF THE FIRE CODE OF NYS. FOR NEW PROVIDED BY OWNER (N.I.C.), G.C. TO INSTALL. 14. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENINGS IN FLOORS AND HOUSES AND RENOVATIONS, CARBON MONOXIDE ALARMS TO BE 15. FIRST FLOOR BATH FLOORING AND BASE TO BE CERAMIC TILE. OWNER TO PROVIDE TILE (N.I.C.), G.C. TO INSTALL. IDRV ROOFS. INTERCONNECTED. 16. SECOND FLOOR HALL BATH FLOORING AND BASE, AND TUB STALL WALLS TO BE CERAMIC TILE. OWNER TO PROVIDE TILE (N.I.C.), G.C. TO 1180 Park Avenue Franklin Square, New York 11010 15. ENCLOSED SPACE UNDER STAIRS THAT 15 ACCE55ED BY A DOOR OR ACCESS PANEL SHALL INSTALL. TOILET, VANITY, LAVATORY / FAUCET, AND TUB / SHOWER BODY TO BE PROVIDED BY OWNER (N.I.C.) AND INSTALLED BY G.C. (516) 352-9827 www.drvarch.com HAVE WALL UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD (PER SECTION R302.7 OF THE RESIDENTIAL CODE OF NY5). NOTE SHOWER ODORS 8Y OWNER (N.I.C.). drawn b . AJ1-I LaS checked b .-77 16. PLUMBING LINES PENETRATING FLOOR JOISTS MUST NOT EXCEED 30% OF JOIST HEIGHT. IN 17. PRIMARY BATH FLOORING AND BASE AND SHOWER STALL WALLS TO BE CERAMIC TILE. OWNER TO PROVIDE TILE (N.I.C.), G.C. TO INSTALL. G.C. WHERE WALLS ARE OPENED FOR PLUMBING AND CASES WHERE THIS OCCURS, NEW MATCHING FLOOR JOISTS TO BE 51STERED TO EXISTING ELECTRICAL WORK, NEW GYPSUM BOARD AND BATT TO INSTALL INSTALLATION OF LEAD PAN AND MARBLE BENCH AS DIRECTED BY OWNER. TOILET, VANITY, LAVATORY / FAUCET AND SHOWER scale: AS NOTED date: FLOOR JOISTS FOR TOTAL LENGTH OF EXISTING MEMBER. INSULATION ARE TO BE INSTALLED IN AREA OF BODY TO BE PROVIDED BY OWNER (N.I.C.) AND INSTALLED BY G.C. SHOWER ENCLOSURE TO BE BY OWNER (N.I.C.). -project number: 2144 17. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ALTERATION. 18. OWNER TO PROVIDE BATHROOM MIRRORS, FIXTURES, AND ACCESSORIES (N.I.C.) FOR G.C. To INSTALL. INFORMATION PROVIDED ON THE DRAWINGS AND THE FIELD CONDITIONS EXPOSED DURING GYP WALL BOARD TO BE 1/2' MOISTURE RESISTANT lq. PROVIDE AND INSTALL MARBLE SADDLES AT ALL TILED FLOOR AREAS. CONSTRUCTION, PRIOR TO CONTINUING WITH THE WORK. WET AREAS. 20. MILLWORK 15 NOT IN CONTRACT UNLESS OTHERWISE NOTED. F�� C 18. WHERE PLUMBING LINES ARE INSTALLED IN A BEARING PARTITION, THE BEARING 15 BATT INSULATION TO 8E PER RC-NYS ECCC 21. STAIR TO BE OAK TREADS, RISERS AND STRINGERS (STAINED). G.C. TO INCLUDE COVE MOULDINGS BELOW EXPOSED STRINGER AND EXPOSED �5 � TO BE FRAMED WITH 2" X 8" STUDS AT 16" O.C. SECTION R503.1.1, EXCEPTION 2. EXISTING CEILING, TREAD ENDS. G.C. TO INCLUDE OIL BASE SEALER AND TWO 2 CLEAR COATS NATURAL URETHANE FINISH, cu O j Iq. INSTALL SOLID WOOD BLOCKING IN FLOOR FRAMING @ 48" O.C. FOR TWO BAYS WHERE ( ) WALL AND FLOOR CAVITIES EXPOSED DURING 22. STAIR RAILING TO INCLUDE: L.J. SMITH OAK RAILING #6210P (STAINED), RAISED PANEL NEWEL POSTS: 8" X 8" BASE; 6" X 6" TOP - (3) FULL, A-003,00 THE FLOOR FRAMING RUNS PARALLEL WITH THE EXTERIOR WALL FRAMING. CONSTRUCTION (NEED NOT COMPLY WITH NEW . .. 20. INSTALL GAS LINE IN KITCHEN FOR NEW STOVE. CONSTRUCTION) PROVIDED THAT THESE CAVITIES (2) HALF (PAINTED), AND L.J. SMITH BALUSTERS #5360 13/4" POPLAR (PAINTED). (CONFIRM STYLES AND FINISHES WITH OWNER PRIOR TO ARE FILLED WITH INSULATION. NEW BATT ORDERING � 21.INSTALL COLD WATER LINE IN KITCHEN AT NEW REFRIGERATOR LOCATION FOR ICE MAKER. )• O 22. PROVIDE AND INSTALL GARBAGE DISPOSAL AT KITCHEN SINK. SWITCHING AS REQUIRED INSULATION TO BE INSTALL 23. G.C. TO PROVIDE AND INSTALL FIVE (5) WOOD SHELVES IN LINEN CLOSET. G.C. TO PROVIDE REQUIRED BLOCKING IN WALLS. ED TO THE MAXIMUM 03 OF 16 BY CODE AND MANUFACTURER. CAVITY SPACE AVAILABLE CEILING, WALLS AND 28. PROVIDE AND INSTALL EXHAUST FAN VENTED TO EXTERIOR, IN ALL BATHROOMS AND POWDER ROOMS - SEE ELECTRICAL SCHEDULE. FLOOR AFFECTED BY THE ALTERATION. v v NOTE: AIR HANDLER TO BE INSTALLED IN ATTIC FOR 40'-1" NEW SECOND FLOOR OVERALL STRUCTURE CENTRAL AIR, SEE 3/A-005 2 3 NOTE: A-0� A-008 NEW ATTIC PULLDOWN STAIR TYPE AND LOCATION TO BE COORDINATED WITH THE OWNER. SEE NOTES ON 4'-2 I/2" 31'-8" 4'-2 I/2" 2 3 DRAWINGS A-003 t o-004. A-006CL A-008 5'-5 I/4" CL 11 7'-3 1/4" 11 5'-2" 7'-q 3/4" 5'-11 3/4" HOLD DOWN, SEE 2 3/A-001 \ O O O \ Q N �� n " " " " n " HOLD DOWN, SEE Ln LO Ln Ln NEW (2) 2 X 12 NDR NEW (2) 2 X 8 NDR NEW (2) 2 X S OR NEW (2) 2 X 12 HDR 2 3/A-001 LO /VVVWIi(yyyyyyyyL=\ LO LnFf ;L0 �' 108" VAN __ ___ - Ln -- 3'-ll" q'-II I/2�� 3 I/2" 2�X be q'-2�� 3 1/2" 11'-0 I/2" 3 I/2' 3'-II" ------- PRIMARY ------ 5 I/2" 3 I/2" _ 5 1/2" J I BEDROOM BEDROOM 3 m ; u m - r = -' NEW (2) 2' X 12" PRIMARY _ NEW EXHAUST FAN, b _ — ' co m w 66" X 40" o SEE HVAC NOTES S x it $� x (FLUSH) O m THIS DWG O o _ _ p 1 SHOWER 1 w 1 x w �° NEW POST DOWN TO - - - A 008 5 2`X 6° DN -- - A-006 A-008 z NEW BEAM (BELOW), A-008 �- 01. i_ n O m �3 1/2" I6R i_ n n, 5 I/2' _ SEE 14/A-010 DN = _ lb 10 2 12 — I6R oc r 5 I/2" _ z ------- ---- - - �`' \ \ _1 \ 5 CM `� N J A_LL I - - NEW (3) 1 3/4 X"II 7/8 M.L. THRU 5 — , BOLTED WITH 1/2 0 BOLTS 0 12 m m m s ';' O O w co O.C. STAGGERED TOP 4 BOTTOM m 2 X 6 x > _" N (FLUSH) — I m n BEDROOM 2 0 0 57" N `�' m Ln O v v m m = BEDROOM 2 v o LINEN G!� z m - c� i - c� `A N VAN --� m i _1 0 BATH STUDY x tj o 3'-II" q'-II I/2"co cO 0 4" 2'CIO" 3 I/2° 11'-0 I/2" Ln 3'-II" O o� o 4Qn6j'° . szrl�� 5 I/2" 3 I/2" 3 I/2° 60�� —NEW EXHAUST FAN, -� 3 I/2" J 5 I/2° r-- z �► '� _ - 0O N SEE HVAC NOTES � O - - �, TUB LO THI5 DWG ,r �, - - N � HOLD DOWN, SEE — �n Ln — - - -- --- _ _ _ - 2 3/A-001 C" N NEW (2) 2" X 12' HEADER NEW (2) 2' X 12' HEADER NEW (2) 2" X 12" HEADER - OO Ln © OD HOLD DOWN, SEE 5'-5 1/4" 10'-I 1/2" 10'-1 1/2" 5'-li 3/4" 2 t 3/A-001 — 2 3 4'-2 I/2" 31'-8" 4'-2 I/2" A-008 A-G� rev, descri Lion 2 3 2 6ECOND FLOOR FRAMING FLAN A-008 A-008 401-111 A-004 SCALE: I/4' 1'-0' - OVERALL STRUCTURE 01/27/2022 ISSUED TO CLIENT IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARcmTECT 1 5ECOND FLOOR CONSTRUCTION a FLAN TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO 14I5 ITEM THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 1415 51G ATURE =G�ND= HVAC NOTES: AND THE DATE of SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1. EXISTING HVAC SYSTEM FOR FIRST FLOOR TO REMAIN. NOTE CONCERNING ACCESS I-IATCHNES AND DOORS: EXISTING WALL TO REMAIN �� �� a- THESE DRAWINGS ARE INSTRUi'1ENT5 OF SE�'VlCE ANn /\5 NEW CONSTRUCTED STUD WALL 2. G.G. TO PROVIDE AND INSTALL A NEW FORCED AIR HVAC SYSTEM (FOR HEATING AND 1. PROVIDE MINIMUM 24 X 24 ACCESS THRU NEW ATTIC. SUCH ARE THE PROPERTY OF THE AR04I T ECT. COOLING) FOR THE SECOND FLOOR. 2. G.C. TO COORDINATE LOCATION WITH OWNER. INFRINGEMENTS OR ALTERATIONS BY OTHrAS ARE NEW CONSTRUCTED INSULATED (THERMAL) WALL 3. NEW HVAC SYSTEM TO BE A DUCTED CENTRAL AIR SYSTEM. 3. PER SECTION R402.2.4 OF THE ECCC, ACCESS DOORS FROM CONDITIONED PROHIBITED. NEW CONSTRUCTED INSULATED (SOUND ATTENUATING) WALL A. HEATING SYSTEM TO INCLUDE A GAS (PROPANE) FIRED, DIRECT VENT, FORCED HOT AIR SPACES TO UNCONDITIONED SPACES SUCH AS ATTIC AND CRAWL SPACES SHALL FURNACE. CONTRACTOR TO VERIFY EXISTING PROPANE TANK CAPACITY. UPGRADE OF BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE CORTAFA660 RE611DEN(—.,E PROPANE TANK, IF REQUIRED, TO BE FILED FOR SEPARATE AGENCY APPROVALS. INSULATION ON THE SURROUNDING SURFACES. EXISTING DOOR AND FRAME TO B.COOLING SYSTEM TO INCLUDE ONE (1) NEW CONDENSING UNIT. SEE SITE PLAN FOR UNIT 4. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR REMAIN LOCATION, AND AS COORDINATED WITH OWNER. COMPRESSING THE INSULATION. T� NEW DOOR, AND FRAME C. PROVIDE NEW AIR HANDLER IN THE ATTIC FOR NEW SECOND FLOOR ZONE. 5. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO PIE RESIDENTIAL RENOVATION D.5EE DETAIL 3/A-005 FOR ATTIC SUPPORT DETAIL. PROVIDED WHEN LOOSE-FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH . CONTRACTOR TO VERIFY CAPACITY OF EXISTING DOMESTIC NOT WATER SYSTEM TO VERIFY ! 15 TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SMOKE DETECTORS TO BE INSTALLED IN ALL BEDROOMS IF UPGRADE 15 REQUIRED. I SPACE WHEN THE ATTIC ACCE55 IS OPENED, AND TO PROVIDE A PERMANENT 4850 PECONIC. BAY BOULEVARD C� AND HALLWAYS. NEW SMOKE ALARMS TO BE HARD-WIRED 5. FOR D":RECT VENT UNITS A MINIMUM DIMENSION FROM FLUE VENT OPENING TO ANY OPENING MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE INSULATION. LAZJRF-L, NEW YORK AND INTERCONNECTED IN COMPLIANCE WITH SECTION R314 INTO THE HOUSE, INCLUDING BUT NOT LIMITED TO THE EDGE OF A WINDOW OR DOOR, EDGE I 6. AS AN EXCEPTION, VERTICAL DOORS THAT PROVIDE ACCESS FROM CONDITIONED —° OF THE RESIDENTIAL CODE OF NYS. FOR NEW HOUSES AND OF A FIREPLACE FLUE VENT ETC., IS TO BE 3'-0" MIN, OR AS REQUIRED BY MANUFACTURER TO UNCONDITIONED SPACES SHALL BE PERMITTED TO MEET FENE5TWTION5 SECOND FLOOR CONSTRUCI ION t RENOVATIONS, SMOKE ALARMS TO BE INTERCONNECTED. AND/OR LCC'AL MUNICIPALITY. REQUIREMENTS OF TABLE R402.1.2 OF THE ECCC BASED ON THE APPLICABLE FRAMING PLANS, NOTES AND LEGEND 4. THROUGH WALL FLUE VENTS TO EXTERIOR ARE TO BE INSTALLED AT 0 i`11N. CLEAR FROM CLIMATE ZONE SPECIFIED ON THE DRAWINGS. GRADE TO BOTTOM OF FLUE VENT OR PER LOCAL SNOW LINE REQUIREMENTS. CARBON MONOXIDE (CO) DETECTORS TO BE INSTALLED IN ALL 7. KiTCHEN RANGE HOOD EXHAUST TO BE VENTED TO EXTERIOR. RANGE HOOD PROVIDED BY — (BHALLWAYS ON BEDROOM LEVELS. NEW CARBON MONOXIDE OWNER (N.I.C.), INSTALLED BY G.C. RANGEHOOD TO BE INSTALLED IN ACCORDANCE WITH ARCH I T.N�C -�' . P.c. m ALARMS TO BE HARD-WIRED AND INTERCONNECTED IN THE RESIDENTIAL CODE OF NYS SECTION M1503 AND TABLE M1505.4.4 (SEE THI5 DRAWING). COMPLIANCE WITH SECTION R315 OF THE RESIDENTIAL CODE OF FOR FREESTANDING OR BUILT-IN RANGES SEE MIg01 AND M1g02 FOR REQUIRED CLEARANCES NYS AND SECTION q15 OF THE FIRE CODE OF NYS. FOR NEW AND FOR LISTED AND LABELED HOUSEHOLD USE. 1180 Park Avenue Franklin Square, New York 11010 HOUSES AND RENOVATIONS, CARBON MONOXIDE ALARMS TO BE 8. ALL BATHROOMS TO HAVE EXHAUST FANS, VENTED TO EXTERIOR. EXHAUST TO BE (516) 352-g827 www.drvarch.com INTERCONNECTED. INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS SECTION M1505 AND TABLE M1505.4.4 (SEE THIS DRAWING). drawn by: AJH LaS checked bylft q. SEE DETAIL 2/A-013 FOR GAS RISER. scale: AS NOTED date: project number: 2144 RESIDENTIAL CODE TABLE M1505.4.4 . MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE AND TWO FAMILY DWELLINGS ` =' ' AREA TO BE EXl-IAUSTED A-004.00 EXHAUST RATES �a ' r- KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS ) �Q BATHROOMS- MECHANICAL EXHAUST CAPACITY OF 50 CFM 04 OF I(o TOILET ROOMS INTERMITTENT OR 20 CFM CONTINUOUS EXTERIOR DOOR W I N DO" SCHEDULE MARK MANUFACTURER STYLE MODEL NO. ROUG!4 OPENING VALUE SHGC GLAS F) ARS VENT OTY COMMENTS EA(QA FRONT ENTRY DOOR 3'-0" X b'-8" 0.23 1 AS SELECTED BY OWNER NEW 2" X 6" ROOF RAFTERS © ANDERSEN DOUBLE HUNG ADH3044-3 q'-0" X 4'-4" 0.26 0.25 24.78 14.Iq I @ 16" O.C. (AT ROOF SKIRT) 2 3 © ANDERSEN DOUBLE HUNG ADH1834-4 0-8" X 3'-4" 0.26 0.25 10.3b 6.68 I TEMPERED LASS A A A-008 G T BATH LINE OF WALL p ANDERSEN DOUBLE HUNG ADH3250-2 0-4" X 5'-0" 0.26 0.25 21.08 II.gO 5 EGRESS WINDOW, INSTALL (BELOW) (TYPICAL) APPROPRIATE HARDWARE O ANDERSEN DOUBLE HUNG AD142840-2 5'-4" X 4'-0" 0.26 0.25 12.84 7,48 I NEW 2" X 12" ROOF RAFTERS ____________________ _ O ANDERSEN DOUBLE HUNG ADH3250 3'-2" X 5'-0" 0.26 0.25 10.54 5.q5 I EGRESS WINDOW, INSTALL @ 16" O.C. ------------------- NEW 2" X 12" ROOF RAFTERS APPROPRIATE HARDWARE @ 16" O.C. © ANDERSEN DOUBLE HUNG ADH3030 3'-0" X 3'-0" 0.26 0.25 5.Oq 2.qq 1 QH ANDERSEN DOUBLE HUNG ADH2840 2'-8" X 4'-0" 0.26 0.25 6.42 3.74 6 I'-0" OVERHANG O ANDERSEN DOUBLE HUNG ADHi834 I'-8" X 3'-4" 0.26 0.25 2.5q I.67 3 TEMPERED GLASS AT BATH NEW 2" X 12" ROOF RAFTERS 2'-0" OVERHANG O WINDOW NOTES: I. ALL ANDERSEN WINDOWS TO BE FROM THE A-SERIES. I I I I 2. WINDOW EXTERIORS TO BE SEAMLESS ONE-PIECE, PRE-FORMED RIGID VINYL FRAME TO COVER THE WOOD FRAME. EXTERIOR COLOR TO A-008 A-008 BE WHITE (G.C. TO VERIFY WITH OWNER PRIOR TO ORDERING). NEW 2" X 12" RIDGE 3. WINDOW INTERIORS TO BE WOOD WITH FINISH AS SELECTED BY OWNER. HARDWARE STYLES AND FINISHES TO BE SELECTED BY OWNER. ' 4. ALL WINDOWS AND EXTERIOR GLASS DOORS TO INCLUDE "HP LOW-E4" GLAZING. 5. PROVIDE AND INSTALL ANDERSEN "TRU-SCENE" INSECT SCREENS AT ALL OPERABLE WINDOWS. 6. PROVIDE AND INSTALL WINDOW GRILLE PATTERNS AS INDICATED ON THE EXTERIOR ELEVATIONS. 7. PROVIDE AND INSTALL EXTENSION JAMBS AS REQUIRED BASED ON WALL THICKNESS. 8. LIGHT AND VENTILATION TO BE IN ACCORDANCE WITH SECTION R303 OF THE RESIDENTIAL CODE OF NYS. q. EMERGENCY ESCAPE AND RESCUE OPENINGS TO BE IN ACCORDANCE WITH SECTION R310 OF THE RESIDENTIAL CODE OF NYS. 10. G.C. TO COORDINATE ROUGH OPENING DIMENSIONS WITH MANUFACTURER FOR COMBINATION UNITS. 11. PROVIDE AND INSTALL ANDERSEN ALUMINUM, ANDERSEN STEEL, OR 4 q/16" X 3/4" I_VL REINFORCED JOINING MATERIAL AT COMBINATION NEW 21' X 12" ROOF RAFTERS I UNITS. @ I6" O.C. i 12. G.C. TO COORDINATE SLIDING AND HINGED DOORS, WITH OWNER, PRIOR TO ORDERING. 2'-0" OVERHANG 13. ALTERNATE - ONLY FOR PROJECTS WITHIN I MILE OF COAST (WIND ZONE TABLE R301.2.1.2 OF THE INTERNATIONAL RESIDENTIAL CODE OF N.Y.S AND THE NEW YORK STATE UNIFORM CODE \V I'-0" OVERHANG SUPPLEMENT. A. G.C. TO SUBMIT A SEPARATE PRICE TO PROVIDE AND INSTALL ANDERSEN STORM WATCH PROTECTION _I WINDOWS. NEW 2" X 12" ROOF RAFTERS ---- B. WOODBE STRUCTURAL ITTED FOR OPENS WITHAPROTECTIONIN ONNIIMUM ICKNE55 OF 7/16" AND A MAXIMUM SPAN OF 8'-0" SHALL @16" O.C. L------------------------------------- E D TWO STORY BUILDINGS. PANELS SHALL BE PRECUT - --- NEW X 12n ROOF ryA.FTERS TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE @ Ib O.C. PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OF THE BUILDING CODE OF NEW YORK STATE. C. OWNER TO DECIDE WHETHER TO INSTALL STORMWATCH PROTECTOG,? WINDOWS OR STANDARD WINDOWS. THE OWNER HAS BEEN INFORMED THAT IF STANDARD WINDOWS ARE INSTALLED, THEY AS THE OWNER ARE RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE WOO";' STRUCTURAL_ PANELS WHEN NEW 2" X 6" ROOF RAFTERS REQUIRED FOR WIND-BORN DEBRIS. @ 16" O.C. (AT ROOF SKIRT) D. PROVIDE FASTENERS FOR WIND IMPACT Aw REQUIRED IF WITHIN I MILE OF THE COAST. 2 3 rev. date description A-008 A-008 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I RO® FRAMING PLAN FASTENER SPACING (INCHES) FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL.. A-� SCALE: I/4" = I'-O" < 4 FOOT SPAS! < b FEET SPAN < 8 FEET 01/27/2022 ISSUED TO CLIENT N0. 8 WOOD SCREW IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS BASED ANCHOR 16" O.C. 10" O.C. 8" O.C. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, WITH 2-INCH TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE EMBEDMENT LENGTH SEAL OF AN ARCHITECT SHALLTECT I 5 ALTERED, T14E ALTERING AFFIX TO HIS ITEM NO. 10 WOOD SCREW THE SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE BOLT FAN TO CURB BASED ANCHOR 16" O.C. 12" O.C. g" O.C. AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC BY HVAC CONTRACTOR WITH 2-INCH ,EMBEDMENT LENGTH DESCRIPTION OF THE ALTERATION. EXHAUST FAN ROOF FLASHING BY 1/4-INCH LAG SCREW THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS BASED ANCHOR I6ll �!O.C. 16 O.C.. . Ib O.C. SUCH ARE THE PROPERTY OF THE ARCHITECT. HOOD GENERAL CUNT RA.CTOR WITH 2-INCH INFRINGEMENTS OR ALTEMrIONS BY OTHERS ARE EMBEDMENT LENGTH PROHIBITED. CAP FLASHING BY PREFABRICATED FAN CURB f HVAC CONTRACTOR BACKDRA{i DAMPER a. THIS TABLE IS BASED ON I80 MPH ULTIMATE DESIGN WIND CORTAPA5,50 RESIDENCE FURNISHED BY FAN SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. CAP FLASHING BY MANUFACTURER. G.C. TO SET b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF HVAC CONTRACTOR t SECURE FAN CURB THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE RESIDENTIAL RENOVATION LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE PANEL. c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR 4530 PECONIC BAY BOULEVARD WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LAUREL, NEW YORK THAN 2 INCHES INTO THE BUILDING FRAME. i FASTENERS SHALL BE LOCATED NOT LESS THAN 2-1/2 INCHES FROM EDGE OF CONCRETE BLOCK OR CONCRETE. ROOF FRAMING PLAN, DETAILS, / ,_ . ,. _ d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO WINDOW SC1-IEDULF AND NOTES SHALL BE ATTACHED U51NG VIBRATION-RE515TANT LAP AND '15EC IRE SHEET ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF METAL TO CURB WALL NOT LESS THAN 1,500 POUNDS. DRV AR,C H I T E CT , P.C. DUCTWORK NOM_ 2" X 12" RAFTERS TO `- 1180 Park Avenue Franklin Square, New York 11010 SUPPORT WEIGHT OF (516) 352-g827 www.drvarch.com HVAC UNIT. EXISTING R FING _ _ --- ---------- `ALL ANDERSEN WINDOWS TO STORNWATCH PROTECTION, drawn b b .LaS checked Y / � _ ___ �� FRAMING TO REMAIN BACKDRAFT DAMPER AIR HANDLER scale: AS NOTED date: THREADED RODS proiect number: 2144 UN I-STRUT " C . V.✓ ri -005.00 (UPDRAFT/R00F MOUNTED) Pe r 05OF16 2 mryi= ROOF EXHAUST FAN DETAIL 3 AIR HANDLER SUPPORT DETAIL v A-005 N.T.S. -� A-005 SCALE: 114" = P-O" _____ NEW TRIM BOARD, SEE NOTE #5 NEW LOUVER, AS SELECTED NEW STANDING SEAM NEW RAKE BOARD, SEE BY OWNER METAL ROOF, SEE NOTE #II NOTE #4 NEW TRIM BOARD SEE NEW I'-0" OVERHANG WITH NOTE #5 NEW FASCIA BOARD, SEE 5EETNOTE #3FIT SYSTEM, NOTE: #2 NEW FASCIA BOARD, SEE NEW FASCIA BOARD, SEE NOTE #2 NOTE #2 - - - - - - - - - NEW I'-0" OVERHANG WITH NEW WINDOW TRIM, SEE I VENTED SOFFIT SYSTEM, NOTE: #6 � NEW SIDING, SEE NOTE #1 =_ SEE NOTE #3 ~ D D I I I , E NEW SIDING, SEE NOTE #I i +---LINE OF EXISTING CHIMNEY I I NEW SIDING, SEE NOTE #1 = NEW STANDING SEAM - - - --- ------ ----- - U -- ----- ------ ----- ---- - - TO BE REMOVED I I NEW WINDOW TRIM, SEE z METAL ROOF, SEE NOTE #II I i I I I i � NOTE #6 o I LINE OF EXISTING ROOF NEW 2'-0" OVERHANG WITH N T.O. _2ND FLOOR 5UBFLOOR —_ - TO BE REMOVED I I ;, VENTED SOFFIT SYSTEM m i NEW 2'-0" OVERHANG WITH - - -� I - - - - \_ _ SEE NOTE #3 LU VENTED SOFFIT SYSTEM NEW FASCIA BOARD SEE CL NEW FASCIA BOARD, SEE - - SEE NOTE #3 I ' ' NOTE: #2 i ,,_ - —r- - r- - - - - - - - - NOTE #2 NEW EXTERIOR LIGHT Lb EXISTING FASCIA BOARD TO NEW TRIM BOARD, SEE I FIXTURE AS SELECTED BY I I NOTE: #5 D ® B i OWNER (TYPICAL) i i H H REMAIN A i i i EX EX EX EXISTING RAKE AND TRIM EXIS"LING SIDING TO i NEW STEPS AND LANDING, I BOARDS TO REMAIN REMAINL===JLJ g i SEE NOTE #13 i i EXISTING EXTERIOR LIGHT LINE OF EXISTING LANDING I I FIXTURE TO REMAIN TO BE REMOVED T.O. IST FLOOR 5UBFLOOR I I EXISTING SIDING TO REMAIN - - + - - - - - - - - (DATUM - 0'-0") -------- - - - - - - - - - - - - - - ____------= �- _ - i o i I GRADE I o Z I ► ? I I I rn � i I � cr! r-L----------J� rl--- —I � I t NEW POURED CONCRETE --i i.------------- ---- -- , i FOUNDATION WAL 1. AND EXISTING FOUNDATION i i FOOTING WALL. AND FOOTING TO i i EXISTING FOUNDATION REMAIN i I I WALL AND FOOTING TO r-L ---- r�---------------------------------------------------- REMAIN L-----------------------------------------------------------------------•---------------- L----------------------..--------------•-----•-----------J rev. description 1 NORTH (FECONIG 5A'*r VD ) ELEVATION 2 Wr=5T (SIDE ) ELEVATION A-006 SCALE: 1/4" = I'-0" _ � A- ' SCALE: 1/4" 1'-0" EX7"ERlOR NOTES: 01/27/2022 ISSUED TO CLIENTIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS I. EXTERIOR WALL MATERIAL TO CEDAR SHINGLES TO MATCH EXiS T ING IN DIMENSION AND COLOR. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, SHINGLE TO BE BACK-PRIMED ALONG WITH ALL EXPOSED 51DES AND EDGES, COLOR AS SELECTED TO ALTER AN ITEM IN ANY WAY. IF , ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING BY OWNER. ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE 2. FASCIAS TO BE 3/4" X 6 S 1/2" WIDE AZEK TRIM BOARD , COLOR AS SELECTED BY OWNER. NOTATION ALTERED BY" FOLI.AWED BY HIS SIGNATURE 3. SOFFITS TO BE 3/4" AZEK TRIM BOARDS WITH SCREENED VENT, COLOR AS SELECTED BY OWNER. _ AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 4. RAKE BOARD TO BE 3/4" X 6 1/2" AZEK TRIM BOARDS STEPPED W!TH 3/4" X 2" BUILD-OUT. COLOR `r DESCRIPTION OF THE ALTERATION. AS SELECTED BY OWNER. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS 5. TRIM BOARDS TO BE 3/4" X 4" AZEK TRIM BOARDS, COLOR AS SELECTED BY OWNER. 4'� 4° SUCH ARE THE rROPERTY OF THE ARCHITECT. 6. NEW WINDOW TRIM TO BE 3/4" AZEK TRIM BOARDS, SEE 3/A-006. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE 7. G.C. TO PROVIDE AND INSTALL SEAMLESS ALUMINUM GUTTERS AND LEADERS FOR PROPER ROOF PROHIBITED. DRAINAGE. FINISH AS SELECTED BY OWNER. S. G.C. TO PROVIDE AND INSTALL CONTINUOUS ALUMINUM FLASHING AT ALL WALL TO WALL, WALL TO CORTAPAC5,50 fRE iDENGE ROOF, AND ROOF TO ROOF INTERSECTIONS. MINIMUM 12" COVERAGE EACH SURFACE FOR ENTIRE LENGTH. NOTE: q. G.C. TO PROVIDE AND INSTALL HEAD AND SILL FLASHING AT ALL WINDOWS AND DOORS, PER I FINAL WINDOW TRI'. RESIDENTIAL RENOVATION MANUFACTURER'S SPECIFICATIONS. DETAILS TO BE 10. NEW FRONT LANDING TO BE FINISHED WITH STONE, COLOR AND STYLE AS SELECTED BY OWNER. COORDINATED IN 11. ROOFING TO BE STANDING SEAM METAL ROOF, COLOR AND STYLE AS SELECTED BY OWNER, FIELD WITH OWNER 4B30 PECONIC BAD BOULEVARD CONTRACTOR TO INCLUDE ALL MANUFACTURER REQUIRED STANDING SEAM METAL ROOF LAUREL NElry PORK ACCESSORIES FOR FASCIAS, JOINTS, RIDGES AND OTHER CHANGES IN ROOF PLANES. 12. EXISTING CHIMNEY TO BE REMOVED. 13. FRONT STEPS AND LANDING TO BE BRICK FACED V41TH STONE 1READ5 AND LANDING. COLOR AND EXTERIOR ELEVATIONS AND DETAIL STYLE AS SELECTED BY OWNER. 211� �2" _ ARCHITECT, P.C. J I180 Park Avenue Franklin Sgpare, New York 11010 (516) 352-9827 www.drvarch.com N .- �2° 2 \ drawn by, AJI-I LraS checked b . scale: AS NOTED date: 3 WINDOW TRIM DETAIL proiect number: 2144 A-006 SCALE: 1" 1'-0" -006.00 IM . -J 1 06 OF 16 vLI/ NEW TRIM BOARD, SEE NOTE #5 NEW RAKE BOARD, SEE NOTE #4 NEW STANDING SEAM NEW FASCIA BOARD, SEE METAL ROOF, SEE NOTE #11 NOTE #2 ILTHLU NEW I'-0" OVERHANG WITH 1-0 VENTED SOFFIT SYSTEM, NEW FASCIA BOARD SEE NEW FASCIA BOARD, SEELL SEE NOTE #3 NOTE #2 - - - - - - - - NOTE #2 =_ -- NEW SIDING, SEE NOTE #1 H H �� _= NEW I'-0" OVERHANG WITH NEW WINDOW TRIM SEE D ® __ D == i i i i VENTED SOFFIT SYSTEM, . NOTE #6 i LINE OF EXISTING ROOF i - - T.—__ ----- ------ - TO BE REMOVED SEE NOTE #3 NEW SIDING, SEE NOTE #2 NEW STANDING SEAM NEW `_TIDING, SEE NOTE #1 METAL ROOF, 5EE.NOTE #II ��„ i LINE OF EXISTING CHIMNEY LINE OF EXISTING CHIMNEY - - - - - - TO BE: REMOVED i _ _ _ EXISTING VENT TO REMAIN __- -' - L TO BE REMOVED Jil- NEW FASCIA BOARD, SEE _ _ _ EXISTING RAKE BOARD TO _ - _ - NOTE #2 REMAIN \ NEW FASCIA WARD, SEE EXISTING FASCIA BOARD TO NOTE #2 NNEW OTE 1#51M BOARD, SEE i � � REMAIN H H FNEW 2'-0" OVERHANG WITH O EX EX ;7- fEX EX VENTED SOFFIT SYSTEM, EXISTING ELECTRIC METER TO BE REMOVED CHIMNEY SEE NOTE #3 TO REMAIN NEW STEPS •%'�� �j�`oy 3ND LANDING, SEE NOTE #1 EXISTING SIDING TO REMAIN ✓` ' EXISTING 51DING TO REMAIN LINE OF EXISTING LANDING i - - - - - - - - - - - - - - - - - i TO BE REMOVED t t GRADE: , i NEW POURED CONCRETE ---------------------------------1 i � 11 t t------ --�� FOUNDATION WALL AND i t t t L-----------------------------------r� FOOTING t NEW THRU-WALL FLUES, SEE i EXISTING FOUNDATION t t HVAC NOTES #8 t q ON �L--------------------------------------------------------------- ---------- WALL AND FOOTING TO L REMAIN t L--------------------------------------------------------------------------------------J L--------------------------------------------------------------------------- rev, description 1 SOUTH (REAR) ELE\/ATION 2EAST (611DE ) ELEVATION SCALE: 114' = I'-0" A-007 SCALE: 1141 I'-00 01/27/2022 ISSUED TO CLIENT EXTERIOR NOTES: IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS I. EXTERIOR WALL MATERIAL TO CEDAR SHINGLES -1-0 MATCH EXISTING IN DIMENSION AND COLOR. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, SHINGLE TO BE BACK-PRIMED ALONG WITH ALL EXPOSED 51DE5 AND EDGES, COLOR AS SELECTED TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE BY OWNER. SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING 2. FASCIAS TO BE 3/4" X 6 1/2" WIDE AZEK TRIM *BOARDS, COLOR AS SELECTED BY OWNER. ARCHITECT SHALL AFFIX TO HI5 ITEM THE SEAL AND THE 3. SOFFITS 70 BE 3/4 NOTATION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE AZEK TRIM BOARDS WITH SCREENED VENT, COLOR AS SELECTED BY OWNER. AND THE DATE OF SUCH ALTERATION AND A SPECIFIC 4. RAKE BOARD TO BE 3/4" X 6 1/2" AZEK TRIM BOARDS STEPPED WITH 3/4" X 2" BUILD-OUT. COLOR DESCRIPTION OF THE ALTERATION. AS SELECTED BY OWNER. 5. TRIM BOARDS TO BE 3/4" X 4" AZEK TRIM BOARDS, COLOR AS SELECTED BY OWNER. i HESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS 6. NEW WINDOW TRIM TO BE 3/4" AZEK TRIM BOARDS, SEE 3/A-006. SUCH ARE THE PROPERTY OF THE ARCHITECT. 7. G.C. TO PROVIDE AND INSTALL SEAMLESS ALUMINUM GUTTERS AND LEADERS FOR PROPER ROOF INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE _ DRAINAGE. FINISH AS SELECTED BY OWNER. F''RuNiBITED. 8. G.C. TO PROVIDE AND INSTALL CONTINUOUS ALUMINUM FLASHING AT ALL WALL TO WALL, WALL TO CORT, PS�JO R CJ I D1�C ROOF, AND ROOF TO ROOF INTERSECTIONS. MINIMUM 12" COVERAGE EACH SURFACE FOR ENTIRE LENGTH. q. G.C. TO PROVIDE AND INSTALL HEAD AND SILL FLASHING AT ALL WINDOWS AND DOORS, PER MANUFACTURER'S SPECIFICATIONS. RESIDENTIAL RENOVATION 10. NEW FRONT LANDING TO BE FINISHED WITH STONE, COLOR AND STYLE AS SELECTED BY OWNER. 11. ROOFING TO BE STANDING SEAM METAL ROOF, COLOR AND STYLE AS SELECTED BY OWNER. CONTRACTOR TO INCLUDE ALL MANUFACTURER REQUIRED STANDING SEAM METAL ROOF 45.30 PECONIC SAY BOULEVARD ACCE55ORIE5 FOR FASCIAS, JOINTS, RIDGES AND OTHER CHANGES IN ROOF PLANES. LAUREL, NEV41 YORK 12. EXISTING CHIMNEY TO BE REMOVED. 13. FRONT STEPS AND LANDING TO BE BRICK FACED HITH STONE.TREADS AND LANDING. COLOR AND STYLE AS SELECTED BY OWNER. EXTERIOR ELEVATIONS w D ARCHITECT, P.C. 1180 Park Avenue Franklin Square, New York 11010 (516) 352-g827 www.drvarch.com drawn by-, AJN LaS checked by,-V scale: AS NOTED date:, ro'ect number: 2144 A, �`' : . -001 .00 07 OF 1(o NEW (3) 1 3/4" X II 7/8' M.L. 12 NEW ROOF FRAMING, NEW ROOF FRAMING, TNRU BOLTED WITH 1/2"0 BOLTS 6� �6 SEE 6/A-00q SEE: 6/A-OOq NEW FASCIA BOARD @ 12" O.C. STAGGERED TOP 4 BOTTOM (FLUSH) LINE OF FRAMING (BEYOND) NEW CEILING FRAMING, ATTIC NEW I'-O" OVERHANG NEW CEILING FRAMING, SEE: 64/A-00 WITH VENTED SOFFIT �'�` SEE 6/A-00q MIMARY BEDROOM 1 SYSTEM NEW I'-0' OVERHANG WITH VENTED SOFFIT NEW FASCIA BOARD r---------------� SYSTEM NEW (3) 2" X 8" HEADER r _____________�i NEW (2) 1 3/4" X q 1/2" M.L. HEADER NEW EXTERIOR WALL I $EDROOM 3 NEW FASCIA BOARD LINE OF FRAMING (BEYOND) CONSTRUCTION SEE 2/A-009 NEW 3 2 X 8 HEADER i i i i i NEW INTERIOR WALL \�� � � I � \ NEW INTERIOR WALL ( ) " �� ::± „ „ _ _ I CONSTRUCTION: NEW FLOOR FRAMING ,u = w i i i i CONSTRUCTION: NEW RAILING, AS SELECTED NEW 2 X 12 LEDGER _ = w $TU�Y i N , co NEW EXTERIOR WALL �_ i i i i 1/2" GYP. BD. EACH SIDE OF BY OWNER NEW ROOF SKIRT: di= CO w ' i ` 1/2 GYP. BD. EACH SIDE SEE 2/A-00q CONSTRUCTION, SEE o OF 2 X 4 WOOD STUDS @ " " n i `9 �" ` n NEW EXTERIOR WALL LLIQ Q I i I I 2 X 4 WOOD STUDS @ 16 , NEW EXTERIOR WALL STANDING SEEM METAL ROOF � < \ / I6 O.C. WITH SINGLE SHOE CONSTRUCTION, SEE X/X-X _ °- i i i i O.C. WITH SINGLE SHOE AND ,� CONSTRUCTION, SEE ON 15# FELT OVER 5/8" CDX AND DOUBLE PLATE (3 NEW FLOOR FRAMING I DOUBLE PLATE (3 COATS ,' 2/A-OOq (SIM.) PLYWOOD SHEATHING ON 2" �� �� COATS TAPE 4 SPACKLE) NEW ROOF SKIRT: ' TAPE 4 SPACKLE) X 8" R.R. @ 10 O.C., SEE ' STANDING SEEM METAL ROOF SEE: 2/A-OOq (SIM.) NEW FLOOR FRAMING, 2 t 4/A-OOq ON 15# FELT OVER 5/8 CDX 11 SEE 2/A-00q (SIM.) __ __ PLYWOOD SHEATHING ON 2" EXISTING CEILING ---------- KITCHEN / DINING NEW FASCIA BOARD X B" 16" O.C. FRAMING TO REMAIN ----------- EXISTING CEILING EXISTING (2) 2" X 12" SEE 2 8 4 R.R. @ @ NEW (2) 13/4 X 7 I/4 M.L. W/ FRAMING TO REMAIN I— (1) 5/8' X 7' STEEL PLATE TNRU NEW 2'-0" OVERHANG EXISTING CEILING NEW FASCIA BOARD BOLTED W/ I/2'o BOLTS @ le O.C. FRAMING TO REMAIN AND ({�) WITH VENTED SOFFIT � �� EXISTING EXISTING WALL SYSTEM BE REMOVED AT AREA DEN / NEW 2 -0 OVERHANG WITH EXISTING EXISTING WALL i i CONSTRUCTION TO OF NEW STAIR OPENING MR= 5 VENTED SOFFIT SYSTEM CONSTRUCTION TO i `� �� i REMAIN EXISTING EXISTING WALL NEW STAIR SEE EXISTING FLOOR FRAMING REMAIN CONSTRUCTION TO NEW (2) 2" X 12' REMAIN 4/A-00B TO REMAIN EXISTING FLOOR FRAMING LIVING ROOM EXISTING EXISTING WALL TO REMAIN ---------------- --1 -___ EXISTING FLOOR FRAMING CONSTRUCTION TO ---------- --------- EXISTING FLOOR FRAMING TO REMAIN REMAIN jr TO REMAIN NEW 2' X B" F.J. AT NEW (2) 1 3/4' X 71/4' M.L. W/ EXISTING (3) 2' X 8' (DROPPED) NEW (3) 1 3/4' X 7 1/4' M.L. W/ EXISTING FLOOR SLAB UN-FIN1514ED ____J AREA OF STAIR (1) 5/8' X 7' STEEL PLATE TNRU BOLTED EXISTING WALL FURRING WITH (2) NEW 1/2' X 7' STEEL (2) 3/8' X 7' STEELS PLATES TNRU TO REMAIN M REMOVAL W/ 1/2"m BOLTS @ 10, O.C. (FLUSH) TO REMAIN PLATES TNRU BOLTED TO EACH BOLTED W/ 1/2'0 BOLTS @ 12' O.C. -----� EXISTING TO REMAIN SIDE OF EXISTING BEAM WITH 1/2"0 FIINI�HED ( ) EXISTING FOUNDATION =_ _ --LINE OF EXISTING STAIR NEW STAIR SEE 4/A-008 BOLTS @ 12' O.C. EXISTING WALL FURRING WALL AND FOOTING TO ____ J TO BE REMOVED FINISHED STORAGE EXISTING LALLY COLUMN REMAIN ____� EXISTING WALL FURRI G TO REMAIN TO REMAIN TO REMAIN EXISTING FOUNDATION EXISTING FOUNDATION Fm WALL AND FOOTING TO NEW (2) 2" X 12" WALL AND FOOTING TO REMAIN EXISTING FOUNDATI(.)I`! REMAIN WALL AND FOOTING TO EXISTING FLOOR SLAB 1 IBUILDING SECTION REMAIN TO REMAIN 2 5UILDING SECTION A-O% SCALE: 1/40 = 1'-0" rev. dde description NEW. ROOF FRAMING, 12 12 SEE I/A-OOq I6 NOTE: ` FOR A;ti DiTIONAL INFORMATIUON CONCERNIA<Y NEW (3) 1 3/4" X II 7/8' M.L. TIES AND FASTENERS SEE 541EET A-011 0?/27/2022 ISSUED TO CLIENT TNRU BOLTED WITH 1/2"0 BOLTS IT 15 A VIOLATION OF THE LAW FOR ANY PERSON UNLESS @ 121 O.C. STAGGERED TOP t ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, BOTTOM (FLUSH) TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE NEW FASCIA BOARD NEW FASCIA BOARD SEAL OF AN T14E ALTERING ARC 41TIECr SHALL AFFIX I IS ALTERED, FIX TO HIS ITEM THE SEAL AND THE r NOTATION "ALTERED BY' FOLLOWED BY 14I5 SIGNATURE NEW INTERIOR WALL AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC LINE: OF FRAMING (BEYOND) ---- ----- CONSTRUCTION: DESCRIPTION OF THE ALTERATION. I/2" GYP. BD. EACH SIDE OF THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS 12 z i j-L 12 41 I— �- -i j —�41 2° X 4" WOOD STUDS @ 16" O.C. WITH SINGLE SHOE AND SUCH ARE THE PROPERTY OF THE ARCHITECT. _ = Ua I L-!---1-- INFRINGEMENTS OR ALTERATIONS BY OT14ERS ARE N 7 = I i i STUDY DOUBLE PLATE (3 COATS PROHIBITED. - = aO 1u t i TAPE t SPACKLE) STAIRWAY AND HANDF? - NOTES: NEW 2" X 12" LEDGER ~ i �_. 0 1. THE MINIMUM STAIR WIDTH IS TO BE 36" PER R311.7.1. ¢ i I NEW EXTERIOR WALL - z ?.. THE MINIMUM STAIR WIDT+1 BELOW HANDRAIL HEIGHT IS TO BE CORTAFA580 IRE511DENGE I CONSTRUCTION SEE I/A OOq o a_ i 1 12 �" N �� 31-1/2" WHERE HANDRAIL INSTALLED ON ONE SIDE, AND 27" 12 0 0 -. 11/2 NOMINAL WOOD WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES PER R311.7.1 NEW ROOF FRAMING, 16I— n RAILING MOUNTED 3• THE MINIMUM HEADROOM CLEARANCE 15 TO BE 0-B" MEASURED RESIDENTIAL RENOVATION SEE I/A-OOq w a TO WAIL VERTICALLY FROM THE SLOPE LIME ADJOINING THE TREAD NEW FASCIA BOARD ------ NEW FASCIA BOARD w ��- m NOSING, PER R311.7.2. r------- r- i 0 4530 PECONIC BAY BOULEVARD ,� ------ 4.f�------ii i n G v IF- 4. THE MAXIMUM VERTICAL FLIGHT RISE SHALL BE 151" BETWEEN! LAUREL, NEW PORK NEW 2 -0 OVERHANG - --- NEW 2 -0 OVERHANG w W i i i I I i I n ,,_ z_ FLOOR LEVELS AND LANDINGS, PER R311.7.3. WITH VENTED SOFFIT I I i I I I - i I WITH VENTED SOFFIT Z 5. THE MAXIMUM RISER HEIGHT SHH+._L BE 6-1/4", AND THE SYSTEM LIVING SYSTEM LU GREATEST RISER HEIGHT SHALL NOT OT EXCEED THE SMALLEST BUILDING SECTIONS AND DETAIL � EXISTING 2 2" X 8' o -OAK TREAD LINE OF FRAMING (BEYOND) I i i O z BY MORE THAN 3/8", PER R311.7.5.1. _- HEADER �� _ " G. THE MINIMUM TREAD DEPTH 15 TO BE NOT LESS THAN q" I II � a/I6 MAXIMUM (NOSING EDGE TO NOSING EDGE), AND THE GREATEST" TREAD EXISTING EXISTING WALL i i i i i i i i NEW POURED CONCRETE NOSING RADIUS ARCH I T E C T , P.C. CONSTRUCTION TO REMAIN I I I FOUNDATION WALL DEPTH SHALL NOT EXCEED THE -:MALLEST BY MORE THAN 3/5", FOOTING AND LANDING PINE RISER PER R311.7.5.2. I 7. MAXIMUM NOSING RADIUS 15 TC' 1:. >= ��/16" WITH A MINIMUM 1180 Park Avenue Franklin Sgpare, New York 11010 EXISTING FLOOR FRAMING EXISTING (3) 2" X 8' (DROPPED) _ � PROJECTION OF 3/4" AND MAXIMUM PROJECTION of 1-1/4", PER (516) 352-9827 www.drvarch.com TO REMAIN WITH (2) NEW 1/2' X 7' STEEL . o GRADE B. HANDRAILS BNLESS E PROVIDEDEAD NOT L SSETNAN)ONE SIDE PLATES TNRU BOLTED TO EACH m drawn b . LaS checked b . EXISTING WALL FURRING FINISHED STORAGE - cY OF EACH STAIR RUN OF TREADS OR FLIGHT WITH FOUR OR SIDE OF EXISTING BEAM WITH m w scale: AS NOTED date: TO REMAIN I/2'0 BOLTS @ 12' O.C. U) MORE RISERS, PER R311.7.8. �� ro iect n q. THE HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34 AND NOT umber. 2144 EXISTING WALL FURRING TO REMAIN MORE THAN 3B" MEASURED VERTICALLY FROM THE SLOPED `6�'D. � •- - PROPOSED TREAD q° 3/4" MINIMUM PLANE ADJOINING THE TREAD NOSING, PER R311.7.8.1 - 36" IS : �... EXISTING FOUNDATION NOSING EDGE TO PROJECTION RECOMMENDED. EXISTING FOUNDATION WALL AND FOOTING TO WALL AND FOOTING TO NOSING EDGE n ` 10. HANDRAIL PROJECTION HANDRAIL CLEARANCE HANDRAIL CONTINUITY AND HANDRAIL GRIP-SIZE TO BE IN ACCORDANCE y REMAIN REMAIN 10 I/4" I I/4 MAXIMUM � � PROJECTION , ���.� MIN. TREAD WITH R311.7.8.2 TNRU R311.7.8.5. 0 EXISTING FLOOR SLAB TO REMAIN q ^ 3 31JILIDING SECTION r4 T�i'' 'I C,�L STAIR DETAIL 08 OF 1 . 6 A: SCAII E: 1/4' - I'-0" A- SCALE: 1 I'-0" SIMPSON 1 1/4" x 20go GALV. 2" X 6" SOLID BLOCKING METAL STRAP C5-20 @ 16" O.C. FOR 514EAR BLOCKING (EA. RAFTER). FASTEN WITH CAP ROOF SHINGLES SIMPSDN I I/4" x 20GA (5) 8d NAILS EACH END OF NOTE: GALV METAL STRAP C520 RIDGE (SEE ROOF PLAN) STRAP. CLEARSPAN +2111 FOR ADDITIONAL INFORMATION CONCERNING 2" ROOFING NAILS @ 16" O.C. EACH RAFTER). TIES AND FASTENERS, SEE SHEET A-011 FASTEN WITH (5) Sd NAILS NEWROOF CONSTRUCTION: SHINGLE OVER RIDGE VENT SHINGLE VENT EACH END OF STRAP. CLEARSPAN +21 STANDING SEAM METAL ROOF ON ELASTDMERIC ROOF MEMBRANE OVER 5/8" ROOF SHINGLES 3/411 3/411 CDX PLYWOOD SHEATHING ON ROOF NOTE: RAFTERS @ 16" O.C. IF SHEAR BLOCKING TOTALLY FELT CLOSES RAFTER SPACING 51MPSON H2 EACH RAFTER, PLYWOOD ICE AND WATER SHIELD PROVIDE 6" WIDE X 3" HIGH NAIL TO STUD 4 RAFTER, SHEATHING AT 51MP5ON 1 1/4" x 20ga GALV. METAL JA¢\�C-) �� s BLIOCK FOR VENTING TOP/CENTER OF SEE DETAIL STRAP C5-20 @ 16" O.C. (EA. RAFTER). AZEK FASCIA BOARD ROOF RAFTERS FASTEN WITH (5) 8d NAILS EACH END � „ OF STRAP. CLEARSPAN +2!" CEILING BEAMS @ 16 O.C. WITH STANDING SEAM RIDGE i ' 10 1/4" (R-71.8) CLOSED CELL ROOF GUTTER AZEK FASCIA BOARD FOAM w GYPSUM BOARD INSULATION AND 1/211 AZEK TRIM BOARD SOFFIT (2) 2" X 6" TOP PLATES 3 TYPICAL RIDGE VENTIDETAILICEAND WATER SHIELD � WITH SCREENED VENT FASTEN TOP PL TO TOP 4 : :...:.:::.......:..:..:::::::;::;:::; A05 _ �ALE: I/2" 1� : : ::: : PROVIDE WINDOW FLASHING FASTEN RAFTER TO TOP PL W/ BOTT TOP PL TO STUDS 3-8d COMMON NAILS TOE NAILED _ w ROOF RAFTERS @ 16" O.C. WITH 10 1/4" W/ 3-16d NAILS o PROVIDE SILL FLASHING WINDOW HEADER CONTINUOUS ICE AND WATER SHIELD ��z (R-71.8) CLOSED CELL FOAM FLUSH BEAM (SEE PLANS) INSULATION AND 1/2 GYPSUM BOARD NEW EXTERIOR WALL CONSTRUCTION: SIDING T.O. PLATE _____________________ NEW CEDAR SHINGLES (MATCH EXISTING) d' i SHEATHING FASTEN RAFTER TO TOP PL W/ ON BLDG WRAP OVER 1/2" CDX PLYWOOD o SIMPSON H2 EACH RAFTER, 3-8d COMMON NAILS TOE NAILED ::f:: SHEATHING ON 2" X 6" WOOD STUDS @ 1611 w FLASHING NAIL TO STUD RAFTER, (2) TOP PLATES FASTEN TOP PL TO G.C. 2" X 4" CATS AT MIDPOINT AND SHIM SHINGLE CAP SEE DETAIL n , u TOP PL W/ 2-16d @ 12 O.C. BOTT FIRESTOPPING AT 8 -0 VERTICAL, WITH (2) 2" X 6" SILL PLATES CAULKING TOP PL TO STUDS W/ 2-16d NAILS 5 1/2" (R-38.5) CLOSED CELL FOAM FOR 2" X 4" STUD WALLS 3-16d NAILS INSULATION AND 1/2" GYPSUM BOARD NEW 2x WOOD BOX BEAM, ROOF-2-WALL VENT CONTINUOUS ICE AND WATER SHIELD I� 11 MATCH FLOOR JOISTS WALL FOR 2 X 6 STUD WALLS (1) 2" X 4" SILL PLATE MAXIMUM I/2II CAP o FINISHED FLOORING OVER 3/4° FINISHED FLOORING OVER 3/4" PLYWOOD SHINGLE OVERHANG NEW ROOF CONSTRUCTION: z PLYWOOD SUBFLOOR ON NEW 1 1/4" x 20ga GALV. MTL. STRAP SUBFLOOR ON NEW FLOOR JOISTS SIR STANDING SEAM METAL ROOF ON �v FLOOR JOISTS @ 161, D.C. EACH STUD W/ 18-I0d NAILS. @ 161, O.C. ENHANCED SNOW SCREEN ELASTDMERIC ROOF MEMBRANE OVER STRAP TO EXTEND FROM 1711 STANDING SEAM ROOF SHINGLES 2" X 6" SOLE PLATE. FASTEN 5/8II CDX PLYWOOD SHEATHING ON ROOF BOTTOM PLATE TO STUDS BELOW EXISTING TOP PLATES RAFTERS @ 16 D.C. TO 17" ABOVE NEW SOLE PLATE NAIL JOIST TO TOP PL W/ FELT PAPER JOISTS W/ 3-16d NAILS: FASTEN STANDING SEAM 4-8d NAILS PER JOISTS SHEATHING TO END JOISTS W/ 2-16d NAILS ROOF GUTTER CONTINUOUS ICE AND PER FT. EXISTING T.O.. PLATE _ _ _ II WATER SHIELD TO REMAIN I SLOT RAFTER OR TRUSS T.O. PLATE 2" X 4" J� AZEK FASCIA BOARD EXISTING CEILING FRAMING TO REMAIN BAFFLE INSULATION SOFFIT FRAMING .?EK TRIM BOARD SOFFIT STANDING SEAM WITH SCREENED VENT EXISTING BOX BEAM TO REMAIN WALL ` ,EI�lIROOF GUTTER - PROVIDE CROSS BRIDGING ROOF TO �( T DETAIL_ AZEK FASCIA BOARD CONTINUOUS UNDER EXTERIOR EXISTING EXTERIOR WALL CONSTRUCTION NEW 2x WOOD LEDGER ' - NOT TO SCALE 2" X 4" SOFFIT FRAMING WALL TO REMAIN NEW ROOF CONSTRUCTION: AZEK TRIM BOARD SOFFIT SIMPSON H2 EACH RAFTER, NAIL STANDING SEAM METAL ROOF ON WI-CH SCREENED VENT TO STUD * RAFTER, SEE DETAIL ELASTDMERIC ROOF MEMBRANE OVER 5/8" rev. date description CDX PLYWOOD SHEATHING ON ROOF NEIW LEDGER (2) OP PLATES FASTEN TOP PL TO RAFTERS @ 16" O.C. TOP P L W/ 2-16d @ 12 O.C. BOTT TOP PL TO STUDS W/ 2-16d NAILS FOR 2" X 4" STUD WALLS 3-16d NAILS 2 TYPICAL EXTERIOR WALL/FLOOR DETAIL COSTING EXTERIOR WALL FOR 2" X 6" STUD WALLS CONSTRUCTION TO REMAIN EX15'_ING CEII_'Nu FRAMING A-009 SCALE: 1/21' = 1'-0" 01/27/2022 ISSUED TO CLIENT EXII5TING FLOOR FRAMING TO TO REMAIN REMAIN VIOLATION ACTING UNDER T14 DIRECTION OF A LLICENSED ARCHITECT,A TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, TIME ALTERING RIDGE (SEE ROOF PLAN) ARCHITECT SHALL AFFIX TO HIS ITEM T14E SEAL AND THE 2" X 6" COLLAR TIES @ 32" O.C. „ NOTATION 'ALTERED BY' FOLIAWED BY HIS SIGNATURE 51MP SON 1 1/4 x 20go GALV. AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC NEW ROOF CONSTRUCTION: METAL STRAP CS-20 @ 1611 O.C. DESCRIPTION OF THE ALTERATION. STANDING SEAM METAL ROOF ON (EA. RAFTER). FASTEN WITH ( n 5) OF 8d NAILS EACH END THESE DRAWINGS ARE INSTRUMENTS OF S.92VICE AND AS ELASTDMERIC ROOF MEMBRANE OVER 5/8 SUCH ARE THE PROPERTY OF THE ARC:HICT. J� WALL t ` CDX PLYWOOD SHEATHING ON ROOF STRAP. CLEARSPAN +2111 INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE '�'°YPICAL ROOF � � FLOOR DETAIL /� GAMIBREL OOF 3/4" PL @ 16" O.C. PROHIBITED. 3/4 PLYWOOD ATTIC FLOOR OVER A-00q SCALE: 1/4" = 1'-0' CEILING BEAMS @ 16" D.C. WITH 10 1/4" SHINGLE OVER RIDGE VENT CO fR F %5© I?E;j 1DENGE (R-71.8) CLOSED CELL FOAM INSULATION AND 1/2" GYPSUM BOARD RIDGE - SEE ROOF PLAN ICE AND WATER 514IELD RESIDENTIAL RENOVATION Tlf: RIDGE TO PLATE W/ 2" X 61' SOLID BLOCKING �a TIE RID N TO TIE i� i FOR ",",HEAR BLOCKING �;'a5�p�,v NOTE. 4530 PECON I C BAY BOULEVARD �� v�' IF SHEAR BLOCKING TOTALLY LAUREL NEW PORK 10E AND WATER SHIELD �5 F� CLOSES RAFTER SPACING i GABLE WALL TOP PLATE STANDING SEAM JP PROVIDE 6" WIDE X 3" HIGH ROOF GUTTER "V"-CUT AT TOP/CENTER OF DETAILS - - BLOCK FOR VENTING �i. . II T,O. PLATE WOOD STUDS @ 16 O.C. �_ �_—_—_—_— _ 2" X 411' SOFFIT FRAMING FASTEN RAFTER TO TOP PL W/ 3-8d COMMON NAILS TOE NAILED ARC H i rTE C T , P.c. AZEK FASCIA WARD FASTEN CLG JOISTS TO TOP PL W/ 2" X 4" DIAGONAL BRACE FASTEN AZEK TRIM BOARD SOFFIT 3-8d COMMON NAILS TOE NAILED f TO RIDGE AND STUD WITH SCREENED VENT (2) TOP PLATES FASTEN TOP PL TO PR��IDE CR05S BRIDGING II80 Park Avenue Franklin Sgpare, New York I1010 TOP PL W/ 2-16d @ 12" O.C. BOTT @ 8-0 MAX. CONTINUOUS (516) 352-g827 wwwArvarch.com PLYWOOD SUBFLOOR FROM WALL TO WALL 2" X 6" STRONGBACKS @ 16" O.C. ON CEILING JOISTS SIMPSON H2 EACH RAFTER, TOP PL TO STUDS W/ 2-16d NAILS TO EXTEND A MINIMUM 5 BAYS NAIL TO STUD RAFTER, FOR 2" X 4" STUD WALLS 3-16d NAILS drawn by., LaS checked b . SEE DETAIL FOR 2" X 6" STUD WALLS scale: AS NOTED date: project number: 2144 GABLE WALL TOP PLATE � - F= A ..........N(2) TOP PLATESN r. SIMPSON CS-20 1 1/4" X 20 ` GA. STRAPS @ 16" O.C. FASTEN ; 3 :009,(/J(/J W/ 18-10d NAILS CUT LENGTH �/�/ 7°. CLEARSPAN +21" y 09 OF 16 5 TYPICAL GA5LE WALL DETAIL 6 TYPICAL R"C"o)'OF DETAIL A-009 SCALE: 1/2" - P-0" A- SCALE: 1/2" - I'-0" WOOD STUDS @ 16"o/c EXTERIOR BEARING WALL NOTCH GREATER DOUBLE TOP PLATE THAN 50% OF THE NEW FLOOR J015T PLATE WIDTH 4/_ 5IMP50N 1 1/2" x IGGA GALV NEW RIM J015T HEADER METAL STRAP ACROSS AND EXISTING CEILING BEAMS TO EACH SIDE OF THE FLOOR JOIST WOOD DECK BEAM (2) 1 I/4"x20ga COILED NOTCH W/ 8-16d NAILS (EXISTING RIM JOIST STRAP BY 5INP50N W/ EACH SIDE TOP PLATES WOOD BEAM WOOD LEDGER BEAM I I/4" x 20ga GALV. MTL. STRAP 14-I0d NAILS EACH STRAP WOOD STUDS ° SIMPSON J015T o @ 16" O.G. ° • oo SIMPSON N3 TIE EACH EACH STUD W/ 18-10d NAILS. FULL HEIGHT (KING) STUD HANGER (4) 8d STRAP TO EXTEND FROM 17" NAILS AT DECK DECK BEAM WITH DOUBLE JACK STUD BELOW EXISTING TOP PLATES PIPE OR OTHER BEAM AND (4) 8d (4) Sd NAILS AT DECK TO 17" ABOVE NEW SOLE PLATE VERTICAL PENETRATION NAILS AT LEDGER BEAM AND (4) Sd NAILS BEAM AT LEDGER BEAM 1 STIED To 5TUD STRAPPING DETAIL 2 TYPICALHEADER CONNECTION 3 Tod PLATEIDETAIL 4 SIMP50N JOIST HANGER 5 SIMP50N 5TRONG-TIE N3 A-010 SCALE: 1/2" = 1'-0" flo SCALE: 3/4" - 1'-0" A-010 SCALE: 1/2" = 1'-0" IN A-010 NOT TO SCALE A-010 NOT TO SCALE ROOF RAFTER ROOF RAFTER TOP PLATES WOOD STUD WOOD DECK BEAM TOP PLATES WOOD POST SIMPSON H3 TIE EACH DECK BEAM WITH REINF NOTCHED °° ° ° ®� 51MP50N RPBZ (2 (4) 8d NAILS AT DECK STUDS WITH SIMPSON ANCHORS EACH POST) SEAM AND (4) 8d NAILS STUD SHOE #551 INSTALL WITH 1/2" X 1 AT WOOD BEAM 51MP50N H2A TIE AT 16" O.C. °° ° 1/2" STRONG DRIVE 5D5 FASTEN TO RAFTERS AND HEAVY DUTY SCREWS WOOD BEAM SIMPSON H2.5 STUDS WITH (5) 8d NAILS HURRICANE TIE EACH a 5IMP50N STRONG-TIC H3 HURRICANE TIE DETAIL 8 R ASTER-TOP PLATE-STUD TIE DETAI L. rq STIED SHOE DETAIL. 10 5IMP50N STRONG-TIE RP5Z A-010 NO'T TO SCALE A-010 SCALE: I" = I'-0" A-010 NOT TO SCALE J10 NOT TO SCALE A-010 SCALE: N.T.S. rev. date description NEW CEILING FRAMING M NEW CEILING BEAMS NEW WOOD P05T NEW WOOD FRAMING NEW WOOD FRANING NEW FLOOR 01/27!2022 ISSUED TO CLIENT JOISTS NEW FLOOR LINE- 2ND FLOOR LINE 2ND FLOOR JOISTS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS NEW FLU c�;,, i ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, NEW BEAM - SEE NEW FLOOR BEAM - SEE EXISTING CEILING TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE PLANS JOISTS PLANS NEW SIMPSON BEAMS i i SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING n BCS POST CAP _ — _ _ ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE EXISTING CEILING BEAMS EXISTING CEILING BEAMS OR EQUAL, SEE NEW DROPPED NOTATION "ALTERED BY" FOLI owm BY HIS SIGNATURE 15/A-010 HEADER - SEE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC NEW HEADER - NEW WOOD POST EXISTING CEILING PLANS NEW SIMPSON DESCRIPTION OF THE ALTERATION. NEW WOOD POST SEE PLANS BEAMS BC5 POST CAP THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS NEW WOOD POST OR EQUAL, SEE SUCH ARE THE PROPERTY OF THE ARCHITECT. NEW WOOD POST 16/A-010 INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE LINE OF I5T FLOOR — NEW SIMP50N I PROHIBITED. POST L FA LINE: OF I5T FLR LINE OF 15T FLR ORSEQUUAAL, CAP LINELINE OF IST FLR CART AFA 60 RESIDENCE � 15/A-010 EXISTING FLOOR E:X15TING FLOOR EXISTING FLOOR � EXISTING FLOOR � JolsTs Jo1sTs JOISTS JOISTS i RESIDENTIAL RENOVATION EXISTING DROPPED EXISTING DROPPED ' EXISTING EXISTING BEAM BEAM 48310 PECONIC BAY BOULEVARD FOUNDATION FOUNDATION EXISTING POST LAUREL, NEW YORK WAIL WALL i r � DETAILS 11 POST �M CONN CT i Oldsr,2 POST 4 BEAM CONNE CT I ON5 13 POST 4 5EAM CONNE CT I ON5 14 P05T 4BEAM CONN COT IONS ARCHITECT n i " A-010 SCALE: I/2" I'-0" A-010 SCALE: 1/2" - P-0" A-010 SCALE: 1/2" = 1'-0" �01 SCALE: I/2 I -0 L�j/RV 1180 Park Avenue Franklin Sgpare, New York 11010 (516) 352-9827 www.drvarch.com drawn by, LaS checked by.-U scale: AS NOTED date: project number: 2144 WOOD BEAM WOOD BEAM v SIMPSON BC6 POST e v SIMPSON BC4 POST CAP WITH (6) I(od CAP WITH (6) Ibd �� r • NAILS AT EACH BEAM • NAILS AT BEAM ✓ tk ,� �f FLANGE AND (6) 16d FLANGE AND (6) 16d _ 010,00 NAILS AT EACH P05T NAILS AT POST FLANGE FLANGE WOOD POST WOOD POST I '�� 10 OF 16 NOTE: J�I/ 15 SIMIVO�I I `� 5C(o POST CAP 16 SIMPSON 5G4 MOST CAP FOR ADDITIONAL INFORMATION CONCERNING TIES AND FASTENERS, SEE SNEf=T' A-011 A-010 SCALE: N.T.5. A-010 SCALE: N.T.S. ,ODE RM=EIRENCAE STANDARDS USED FOR STF=17URAL DESIGN: 1. THE LATEST EDITIONS OF THE RESIDENTIAL CODE OF NYS. 2. THE LATEST EDITION OF THE NIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION. TA15LIEE IR301.71 3. THE LATEST EDITION OF THE AMERICAN WOOD COUNCIL. 4. THE LATEST EDITION OF DESIGN FOR CODE ACCEPTANCE (DCA) 6 - PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE. STRUCTUS&. DESIGN LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a,b,c ROOF: 30 PSF LIVE (SNOW) LOAD + 25 P5F DEAD LOAD = 55 PSF TOTAL LOAD 2ND (UPPER LEVEL) FLOOR BEDROOM: 30 PSF LIVE LOAD + 25 PSF DEAD LOAD = 55 PSF TOTAL LOAD 1ST (MAIN) FLOOR: 40 PSF LIVE LOAD + 25 PSF DEAD LOAD = 65 PSF TOTAL LOAD LE ROOF FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS TABLE R301.7. STRUCTURAL MEMBER DEFLECTION FLOOR FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS TABLE R301.7. EXTERIOR WALLS ARE DESIGNED FOR ULTIMATE WIND SPEED OF 140 MPH WIND LOAD FOR UPLIFT t LATERAL LOADING PER THE RESIDENTIAL CODE OF NY5 TABLE RAFTER HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOT R301.7. ATTACHED TO RAFTERS L/180 PER SECTION R301.2.1.3 OF THE RESIDENTIAL CODE OF NYS, WHEN REFERENCED DOCUMENTS ARE BASED ON NOMINAL DESIGN WIND SPEEDS AND DO NOT PROVIDE THE INTERIOR WALLS AND PARTITIONS H/180 MEANS OF CONVERSION BETWEEN ULTIMATE DESIGN AND NOMINAL DESIGN WIND SPEEDS, THE ULTIMATE DESIGN WIND SPEEDS SHALL BE CONVERTED TO NOMINAL DESIGN WIND SPEEDS USING THE RESIDENTIAL CODE OF NYS TABLE R301.2.1.3 "WIND SPEED CONVERSIONS." BASED ON THIS TABLE THE 140 MPH ULTIMATE WIND SPEED FLOORS 1-/360 15 CONVERTED TO 108 MPH NOMINAL DESIGN WIND SPEED. CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) 1-/360 NAILING SCHEDULE FOR 110 MPN W ND ZONE TA5L r= fR%301B CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240 ROOF FRAMING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALL OTHER STRUCTURAL MEMBERS U240 JOINT DESCRIPTION NO. OF NAILS NAIL SPACING (IN POUNDS PER SQUARE FOOT) EXTERIOR WALLS - WIND LOADS a. WITH PLASTER OR STUCCO FINISHES 1­1/360 RAFTER TO TOP PLATE (TOE-NAILED)- (3) 8d NAILS PER RAFTER SEE RESIDENTIAL CODE OF NYS FOR FOOTNOTED ITEMS EXTERIOR WALLS - WIND LOADSa' WITH OTHER BRITTLE FINISHES H/240 CEILING JOIST TO TOP PLATE (TOE-NAILED) (3) 8d NAILS PER RAFTER (CONTACT ARCHITECT FOR ASSISTANCE) EXTERIOR WALLS - WIND LOADS a. WITH FLEXIBLE FINISHES H/120d' CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) - 28'-0' SPAN (5) 16d NAILS PER HEEL JOINT SPLICE USE LIVE LOAD LINTELS SUPPORTING MASONRY VENEER WALLS e' 1_/600 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (5) 16d NAILS PER LAP b NOTE: L - SPAN LENGTH, H - SPAN HEIGHT UNINHABITABLE ATTICS WITHOUT STORAGE ' 10 COLLAR TIES TO RAFTERS (FACE-NAILED) (4) 10d NAILS PER TIE a. FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE BLOCKING TO RAFTERS (TOE-NAILED) (2) 8d NAILS EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE b''g' 20 TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM TABLE R301.2(2) b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. RIM BOARD TO RAFTERS (END-NAILED) (2) 16d NAILS EACH END HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL W A L L F R A M I N G NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING THE EDGE OF GLASS, THE BALCONIES (EXTERIOR) AND DECKS e. 40 TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH JOINT DESCRIPTION NO. OF NAILS NAIL SPACING OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOF OR WALLS OR SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. TOP TO TOP PILATE (FACE-NAILED) (2) 16d NAILS PER FOOT FIRE ESCAPES 40 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE _ DEFLECTION OF H/1a0. TOP PLATE @ INTERSECTIONS (FACE-NAILED) (4) 16d NAILS AT JOINTS - EACH SIDE GUARDS AND HANDRAILS d. 200 h. e. REFER TO SECTION R703.8.2. STUD TO STUD (FACE-NAILED) 16d NAILS AT 24" O.C. HEADER TO HEADER (FACE-NAILED) 16d NAILS AT 16" O.C. ALONG EDGE GUARD IN-FILL COMPONENTSf 50h' SCHEDLE �U OF TIES TOP OR BOTTOM PLATE TO STUD (END-NAILED) (2) 16d NAILS 2X4 STUD PASSENGER VEHICLE GARAGES a' 50a' LOCATION TIE MANU. t N0. SPACING/LOCAT30N NAILING (3) 16d NAILS 2X6 STUD (4) 16d NAILS 2X8 STUD ROOMS OTHER THAN SLEEPING ROOMS 40 RAFTER TO RAFTER SIMPSON 1 1/4" X 20 GA. 16" O.C. (EA. RAFTER) 5-Bd EACH END GALV. METAL STRAP C520 BOTTOM PLATETO FLOOR JOIST,BAND JOIST, SLEEPING ROOMS 30 5-Bd TO RAFTER rev. de5cri tion END JOIST, OR BLOCKING (FACE-NAILED) (2) 16d NAILS PER FOOT RAFTER/PLATE/STUD SIMPSON H2A EACH RAFTER 2-8d TO PLATES STAIRS 40 C. 5-ad TO STUD FLOOR FRAMING PORCH RAFTER TO BEAM SIMP50N HIO EACH RAFTER B-ad X 1 1/2" TO RAFTER JOINT DESCRIPTION NO. OF NAILS NAIL SPACING SIMPSON 11/4" X 20 GA. 8-Bd X 11/2" TO PLATE JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4) Bd NAILS PER JOIST TA5L.I=— R.30110 PORCH BEAM TO POST GALV. METAL STRAP C520 EACH POST 15-10d 01/27/2022 ISSUED TO CLIENT TO WRAP OVER BEAM BRIDGING TO JOIST (TOE-NAILED) (2) ad NAILS EACH END AND DOWN TO POST IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, BLOCKING TO J0I5T (TOE-NAILED) (2) Sd NAILS EACH END MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF STUD U " - TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STUD TO T D GALV.SIMPSON 11/4 X 20 52A. 16" O.C. (EACH STUD) la IOd SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d NAILS EACH BLOCK HORIZONTAL PROJECTION GALV. METAL STRAP C520 ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION ALTERED Br FOLLOWED BY HIS SIGNATURE LEDGER STRIP TO BEAM (FACE-NAILED) (3) 16d NAILS EACH J015T TRIBUTARY LOADED AREA IN SQUARE FEET STUD TO BOX BEAM 5IMP50N 1 1/4" X 20 FOR ANY STRUCTURAL MEMBER GALV. METAL STRAP CS20 GA. 16" O.C. (EACH STUD) 18-IOd AND WE DESCRIPTION DATE OF SUCH ALTERATION, AND A SPECIFIC JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) ad NAILS PER JOIST THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS BAND JOIST TO JOIST (END-NAILED) (3) 16d NAILS PER JOIST ROOF SLOPE 0 TO 200 201 TO b00 OVER 600 BOX BEAM TO SILL SIMPSON LTP4 16" O.C. 12-8d X 1 1/2" SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) (2) 16d NAILS PER FOOT FLAT OR RISE LESS THAN 4 INCHES 20 16 12 PROHIBITED. PER FOOT (1:3) STORY TO STORY SIMPSON PHD-5 WITH SEE PLAN SEE MANUFACTURER'S SPECIFICATIONS ROOF SI-IEATI-IING HOLD-DOWN ATR-5/8 X 30 GORTAPAssO RE 5 1 D ENGE JOINT DESCRIPTION NO. OF NAILS NAIL SPACING RISE 4 INCHES PER FOOT (1:3) TO 1(0 14 12 SILL TO FOUNDATION 5/8" DIA. ANCHOR BOLTS 32" O.C. N.A. LE55 THAN 12 INCHES PER FOOT (I:I) STUD TO FOUNDATION SIMPSON HDU4 - 5DS3 W/ SEE PLAN DRILL FOUNDATION FOR 7/8" ROD TO BE RESIDENTIAL RENOVATION PLYWOOD PANELS HOLD-DOWN 7/8" A36 THREADED ROD $ EMBEDDED II 1/4" WITH SIMP50N ACRYLIC SIMPONTIE ADHESIVE. CONNECT 7/b" ROD TO 4'-0-" PERIMETER EDGE ZONE (RAFTERS @ 16" o/c) Bd COMMON NAILS 6" O.C. EDGE, 6" O.C. FIELD RISE 12 INCHES PER FOOT (I:I) 12 12 12 (WITH FLOOR JOISTS) CO PL AND GREATER ER C65 REDUCER 5/6' ROD WITH P H COUPLER. INSTAL SQUASH 4830 PECONIC BAY BOULEVARD INTERIOR ZONE (RAFTERS @ 16" o/c) Bd COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD BLOCKING BELOW SHEAR WALL COMPRES- LAUREL, NEW YORK 1 -1SION POSTS - SEE DETAIL. C E IL ING SHEATH ING STUD TO FOUNDATION SIMP50N HDU4 - SD53 SEE PLAN DRILL FOUNDATION FOR 5/8" ROD TO BE NAILING * FASTENER SCHEDULES HOLD-DOWN EMBEDDED II 1/4" WITH SIMPSON ACRYLIC JOINT DESCRIPTION NO. OF NAILS NAIL SPACING (W/O FLOOR JOISTS) TIE ADHESIVE. GYPSUM WALLBOARD 5d COOLERS 7" O.C. EDGE, 10" O.C. FIELD NOTES IDRV ARCH I T E C T, P.C. WALL SHEATHING I. ALL TIES ARE IN ADDITION TO FRAMING NAILING - SEE NAILING SCHEDULE. 2. ALL LUMBER TO BE DOUG FIR - LARCH. 1180 Park Avenue Franklin Square, New York 11010 JOINT DESCRIPTION NO. OF NAILS NAIL SPACING 3. ANCHOR BOLT SIZE AND MAXIMUM SPACING TAKEN FROM TABLES 3.2A, 3.213 t 3.2C IN WFCM MANUAL FOR (516) 352-9827 www.drvarch.com ONE AND TWO-FAMILY DWELLINGS (SEE NOTE #5 BELOW). PLYWOOD PANELS 4. ALL CONCRETE TO BE 3000p5i CONCRETE. drawn by, LaS checked b . 4'-0-" PERIMETER EDGE ZONE (STUDS @ 16" o/c) ad COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD 5. ALL ANCHOR BOLTS TO BE 16" V TYPE OR SIMP50N SSTB WITH SIMPSON LBPS 5/B 3" X 3" BEARING " scale: AS NOTED date: PLATES MAX. 12 AND MIN. 8 FROM CORNERS, MIN. 2 PER SILL; MIN. IMBEDMENT 8 IN CONCRETE AND 15 IN INTERIOR ZONE (STUDS @ 16" o/c) 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD MASONRY BLOCKS PER SECTION R403.1.6. project number: 2144 6. ALL METAL BRACKETS AND FASTENERS IN CONTACT WITH ACQ TREATED LUMBER MUST BE GYPSUM WALLBOARD 5d COOLERS 7" O.C. EDGE, 10" O.C. FIELD DOUBLE-DIPPED HOT-GALVANIZED OR STAINLESS STEEL. D 'c 7. DOUBLE TOP PLATES SHALL BE INSTALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS WITH BEARING r,A FLOOR SHEATH I N G PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET 24" MINIMUM PER R602.3.2. JOINT DESCRIPTION NO. OF NAILS NAIL SPACING -011.00 PLYWOOD PANELS LE55 THAN I" 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD NOTE: DETAILED SECTIONS INDICATE THE VARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. SIMILAR �T I Jyo ROOF S H INGLE S CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL USE THE SAME CONNECTORS. 11 OF 1(o JOINT DESCRIPTION NO, OF NAILS NAIL SPACING ASPHALT SHINGLE STRIP 6 GALVANIZED MIN 12 GA EACH ASPHALT SHINGLE STRIP ROOFING NAILS W/ 3/8' DIA HEAD INSTALL 1" RIGID INSULATION ICE WATER SHIELD MIN 24" CUT TO FIT BETWEEN THE PAST IN51DE FACE OF WALL RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH ' PRE-FORMED AIR BAFFLE, % WITH SEALED EDGES AND CAULK JOINT AT INTERSECTION EXPANDING FOAM SEALANT. CAULK JOINT AT INTERSECTION MAINTAIN EQUAL VENT SPACE OF GYPSUM WALL BOARD JOINTS (SPRAY FOAM) OF GYPSUM WALL BOARD FOR LENGTH OF RIGID GYPSUM WALL BOARD CAULKED OR WIND BLOCKING TO BE PRE-FORMED AIR � -'' INSULATION INSTALLED BETWEEN BAFFLE, WITH SEALED i ' VENTED AIRSPACE GLUED TO TOP 4 BOTTOM PLATE * EACH ROOF RAFTER AROUND OPENINGS WITH CONTINUOUS EDGES AND JOINTS INSTALL 1" RIGID ATTIC INSULATION BEAD OF GLUE OR CAULK (SPRAY FOAM) _ INSULATION VERTICALLY TO i 2" CONT. SCREENED INSULATING SOFFIT VENT WIND BLOCKING TO BE ___ CONNECT IN B01-TOM PLATE CAULKED OR —__ SHEATHING TO RIGID _ c INSTALLED BETWEEN CEILING GYPSUM BOARD INSULATION BAFFLE. 0 SUB FLO OR L G KETED T B F R A +� 00 A E C F RAFTER R FOA , AS AIR ARR M SEAL BOTH B TER SUB FLOOR CAULKED OR GLUED CONTINUOUS BEAD JOINTS , TO RIM J015T WITH CONTINUOUS OF SEALANT `'''`'''' BEAD OF GLUE OR CAULK GYPSUM WALL BOARD TAPED CONTINUOUS BEAD OF SEALANT 2" CONT. SCREENED GYPSUM WALL BOARD CAULKED OR CONTINUOUS MINIMAL CONTINUOUS BEAD SEAL RIM BOARDS TO JOIST, SUB GLUED TO TOP PLATE WITH EXPANDING FOAM AT OF SEALANT SOFFIT VENT WINDOW PERIMETER „ GYPSUM WALL BOARD CAULKED OR FLR, PLATES WITH CONTINUOUS CONTINUOUS BEAD OF GLUE OR CAULK GLUED TO TOP t BOTTOM PLATE t BEAD OF CAULK BOTTOM PLATE CAULKED LI I — 1 1/2 RIGID INSULATION EXTERIOR INSULATED WALL AROUND OPENINGS WITH CONTINUOUS OR GASKETED TO SUB GYPSUM WALL BOARD CAULKED OR BEAD OF GLUE OR CAULK FLOOR GLUED TO BOTT PLATE WITH SUB FLOOR CAULKED OR CONTINUOUS BEAD OF GLUE OR CAULK GASKETED TO TOP OF RIM WINDOW UNIT AS 4AIR SEAL DETAIL -'OOP SUB FLOOR CAULKED OR GLUED JOIST AIR BARRIER TO RIM JOIST WITH CONTINUOUS BOTTOM PLATE CAULKED OR CONTINUOUS MINIMAL A-012 N.T.S. BEAD OF GLUE OR CAULK GASKETED TO SUB FLOOR RIM JOIST CAULKED OR EXPANDING FOAM AT GASKETED TO SILL WINDOW PERIMETER SUB FLOOR CAULKED OR PLATE SUB FLOOR CAULKED OR GLUED CONTINUOUS BEAD 5Uf3 FLOOR CAULKED OR GLUED GASKETED TO TOP OF RIM EXISTING EXTERIOR WALL TO RIM J015T WITH CONTINUOUS OF SEALANT TO RIM JOIST WITH CONTINUOUS JOIST CONSTRUCTION TO REMAIN BEAD OF GLUE OR CAULK CONTINUOUS BEAD OF ADHESIVE 1/2"GYPSUM BOARD BEAD OF GLUE OR CAULK CONTINUOUS BEAD RIM JOIST CAULKED OR NOTE GYPSUM WALL BOARD TAPED 1x4 BLOCKING OF SEALANT NOTEGASKETED TO SILL PLATE GYPSUM WALL BOARD CAULKED GYPSUM WALL BOARD CAULKED OR OR GLUED AROUND ALL CAULK JOINT AT INTERSECTION SILL PLATE CAULKED 4 OF GYPSUM WALL BOARD GLIDED AROUND ALLOPENINGS (INCL. GASKETED TO FOUNDATION OPENINGS (INCL. ELECTRICAL ELECTRICAL BOXES, PLUMBING ETC.) BOXES, PLUMBING ETC.) PARTITION TOP PLATES * FIRST PARTITION TOP PLATES t FIRST INSULATED EXTERIOR WALL 5TUD IN PARTITION WALL WITH STUD IN PARTITION WALL WITH CONTINUOUS BEAD CONTINUOUS BEAD OF GLUE OR OF SEALANT EXTERIOR WALL SHEATHING CONTINUOUS BEAD OF GLUE OR CAULK CAULK AIR SEAL DETAIL AT 2 STUD CORNER W1 fi= AIR SEAL WALL DETAIL 2 AIR SEALING DETAIL r3 UPPER WALL 1 X 4 5ACKER A-012 SCALE: 1/2" 1'-0" A-012 SCALE: 3/4" = I'-0" A-012 N.T.S. A-012 N.T.S. ELECTRICAL WIRE _ rev, d description PLUMBING PIPE TOP PLATE INTERIOR WOOD FRAMED WALL 2x6 SINGLE TOP PLATE 2x6 SINGLE TOP PLATE 1/2" GYPSUM BOARD r:;l TOP PLATE EXPANDING FOAM 1x6 BLOCKING :f*I SINGLE HEADER _ FLOOR ASSEMBLY SEALANT MINI-TRUSS HEADER '''`' EXPANDING FOAM ° (DOUBLE HEADER-AS REQ'D) SEALANT — WALL STUD INSULATE CAVITY :.:,;� INSET BAND JOIST ►�., OF MINI TRUSS �,., INSULATED CAVITY 01/27/2022 ISSUED TO CLIENT .• CAVITY INSULATION WALL STUD 2x6 HEAD PLATE 1 1/2" RIGID INSULATION IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS _ ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, INSULATED EXTERIOR WALL TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE EXTERIOR WALL SHEATHING ROUGH OPENING ROUGH OPENING TOP PLATE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT 5HALL AFFIX TO His ITEM THE SEAL AND THE NOTATION 'ALTERED 8Y' FOLLOWED BY HIS SIGNATURE AND THE IWERIOR INTEmc;ECTING MINI TRU55 OUTSET HEADER IN-Ed-ET 5AND J016401" AIRHEAL AT TOP PLATE � PLATE DESCRIPTION TOF E OF TH�A TERAT�TION, AND A SPECIFIC HE AD ERm% w/ HEAD FLAT AT TOP FLATF. 10 PII� I� I�l�'rt�Rr�•i�IO� I( PI � � I THESE DRAWINGS ARE INSTRUMENTS C SERVICE AND�IALL W/ I X � 7 8 qSUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE A-012 N.T.S. ,A-012j N.T.S. A-012 N.T.S. A-012 N.T.S. A-012 N.T.S. A-012 N.T.S. �� y _ w, PROHIBITED. CORTAFA550 RE 51 D ENCE RESIDENTIAL RENOVATION CEMENT BACKER BOARD ATTIC INSULATION TUB SURROUND FINISH ATTIC FLOOR FRAMING 4530 PECONIC BAY BOULEVARD TUB UNIT RIGID INSULAi10N "R-VALUE/DEP1H PER CLIMATE" LAUREL, NEW PORK TUB SURROUND COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE TUB UNIT (BEYOND) SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED AIR SEAL DETAILS INSTALL PLUMBING AT CONTINUOUS BEA OF INTERIOR WALL_ SEALANT PROVIDE BLOCKING AT t, •f STUD CAVITY AT TUB ARCHITECT, P.C. ''•'.'- AT EXTERIOR WALL INSULATED EXTERIOR MANUFACTURED RECESSED LIGHT ENCLOSURE .. w.•.••• STUD WALL AT11C INSUlAl10N #:•:•:•:•:•:• ATTIC TRUSS ,;; THIN-PROFILE WALL �' SHEATHING 1180 Park Avenue Franklin Sq}�are, New York I1010 .•..•:.•. MECHANICAL LATCH TO PRESSURE (516) 352-9827 www.drvarch.com ...:.. ---INTERIOR VERTICAL CHASE SEAL AT WEATHERSTRIPPING INTERIOR ............ SEALANT AT EXTERIOR WALL PRIOR ...... o TO INTERIOR WALL ASSEMBLY " '`'''' O SCaIe' AS NOTED date: is EXPANDING FOAM WOOD FRAME /J MANUFACTURED PULL DOWN STAIR _ project number: 2144 FLOOR ASSEMBLY LADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALLS o L EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT ,. `��`�' ��� f...� 0 DRYWALL CEILINGS ;{�_ ' �` A-0012.00 4: r f, r RECESSED LIGHTING FIXTURE ' AIR SEAL AT CORi_E R 12 OF 16 rl2 VE RT I CAL 5ATHTU5 CHASE AIR AIR SEAL 5EHIND 5ATHTU5- 14 AIR SEAL FULL DOWN ,ATTIC STAIR 15 A IR 5EAL AT CE55ED L IGHT A-012 N;T.S. A-012 N.T.S. A-012 N.T.S. A-012 N.T.S. NEW 4" VENT THRU ROOF NEW 4" VENT THRU ROOF ROOF PLUMBING NOTES: 1� 2n I. ENTIRE PLUMBING INSTALLATION SHALL CONFORM WITH THE LATEST EDITION OF I I @AI{�. 1 211 20 THE RESIDENTIAL CODE OF NYS AND ALL APPLICABLE LOCAL CODES. 1`4_r __2" 11/2" 2. THE SYSTEM SHOWN 15 WITH CAST IRON WASTE LINES AND COPPER VENT LINES. 11/2" i 2„ F 1 `---_r 1 I/2" PLUMBER MAY USE CPVC PLASTIC VENTING AND PVC TYPE DWV OR COPPER ` _'1 TUBE TYPE DWV FOR SANITARY LINES IF APPROVED BY BUILDING INSPECTOR. 214 I i j I 11/2" ' I 11/2 I 1/2' I I/2 3. ALL DOMESTIC WATER PIPING TO BE MINIMUM TYPE L COPPER WITH APPROVED 1 1/2 " 1 I W C• I I W C. 1 LAV. LAV. INDIVIDUAL SHUTOFF VALVES AT EACH FIXTURE. TUB 4. ALL PIPING SHALL BE ADEQUATELY SUPPORTED AND INSTALLED IN A CONCEALED LAV. MANNER WHEREVER POSSIBLE AND ALLOWANCE MADE FOR EXPANSION AND SHOWER SECOND FLOOR I I CONTRACTION OF PIPING. 3" 2" I I/2" C.O. 311 2" 1 1/2" 1 I/2" C.O. 5. VALVES 2" OR SMALLER SHALL BE OF ALL BRONZE. MINIMUM WORKING PRESSURE �� RATING FOR PIPING, VALVES AND FITTINGS SHALL BE 160 PSI AT 73 DEGREES F. I I/2" NOTE: I n n I I/2° I I/2n (o. PROVIDE AIR CHAMBERS AT HIGH POINT OF THE HOT AND COLD WATER RISERS, 4�� 2" ALL EXISTING 1 4 2 7. PROVIAND DEP VALVES AT THE BOTTOM OF EAC14 WATER RISER. CLEAN OUTS AT THE END 0 FALL SANITARY LINES/EXISTING DISHWASHER TO I NES� CHANGE OF I PLUMBING LINES BE REMOVED I I 51IC14EN I POWDER ROOM TO BE MODIFIED 1 DIRECTION AND BASE OF ALL VENTED LINES AS REQUIRED BY THE PLUMBING I FOR NEW BATH / j CODE AND LOCAL ORDINANCES. EXISTING KITCHEN SINK 1 1/2" -- - 1211 11/2" - KITCHEN LAYOUTS S. PROVIDE SHUTOFF VALVES AT ALL PLUMBING FIXTURES LINES AND RISERS. TO BE REMOVED r" r- i ` ,� i q. INSTALL 1" FIBERGLASS INSULATION ON ALL HOT WATER PIPING AND FITTINGS. i 1 I/2-� i I 10. EXTEND ALL EXISTING FIRST FLOOR VENT LINES THROUGH NEW SECOND FLOOR 11/2q I EXIST. ' I AND ROOF. W C NEW LAV.EXISTING LAV. TO DISH SINK LAV. ���BE REMOVED 11. ALL PLUMBING VENT LINES AND OTHER ROOF PENETRATIONS TO BE POSITIONED L J T F_ , I I BY THE CONTRACTOR TO NOT BE VISIBLE FROM THE STREET. i i I I T I 12. CONTRACTOR TO INCLUDE ALL ASPECTS OF THE WORK TO PROVIDE A COMPLETE FIRST FLOOR �_�^1 i (�l_1 PLUMBING SYSTEM FOR BOTH THE SANITARY WASTE AND DOMESTIC SUPPLY n „ (HOT AND COLD WATER) SYSTEMS. i C.O. 2„ 2 I 1 I/2 C.O. i l i I I 13. CONTRACTOR TO INCLUDE ALL ROUGHING, HANGERS, DRAINS, VENTS, FITTINGS, PLUMBING FIXTURE AND ACCESSORY CONNECTIONS, ETC. NOTE: 2" 4" 140 2" - I 14. WHERE REQUIRED, CONTRACTOR TO INCLUDE EXCAVATION, BACKFILLING, ROOF THERE IS NO WORK i FLASHING, ETC. TO MAKE THE SYSTEM COMPLETE IN ALL RESPECTS. PROPOSED FOR THE I 1 15. THOROUGHLY CLEAN ALL FIXTURES AND OTHER EQUIPMENT REMOVE ALL CELLAR i i NEW 4" WASTE SURPLUS EQUIPMENT AND DEBRIS. MAKE FINAL INSPECTION OF ALL INSTALLED WORK AND CORRECT ANY LEAKS OR OTHER PROBLEMS ENCOUNTERED. EXISTING 4" C.I. HOUSE TRAP 16. CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT THE ENTIRE SYSTEM AND FRESH AIR INTAKE. PLUMBER INSTALLED SHALL BE FREE OF DEFECTS FOR ONE YEAR FROM TIME OF FINAL CELLAR 1 1 TO VERIFY EXISTING CONDITION ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER. I - j EXISTING WASTE LINE TO EXISTING SANITARY EXISTING 4" WASTE WASTE SYSTEM J J r-- --- --------- -� C.O. C.O. BACKWATER red, date de5cri tion VALVE FLUM51NG R15ER DIAGRAM A-013 N.T.S. g 01/27/20221 ISSUED TO CLIENT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ATTIC FLOOR ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION 'ALTERED Br FOLLOWED BY 14I5 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE LINE OF 2ND FLOOR PROHIBITED. NOTES: C0RTAf=A5S0 RESIDENCE 1. SEE FLOOR PLANS FOR LOCATIONS EXISTING AND SPEC'5. 3/4" 2. CONTRACTOR TO COORDINATE FINAL PIPING SIZES WITH OWNER BASED ON EXISTING RESIDENTIAL RENOVATION OWNER SELECTIONS. COOKING RANGE 3. EXISTING GAS-FIRED STOVE TO BE EXISTING EXISTING REMAIN. 3/4" 3/4" 4830 PECONIC BAY BOULEVARD 4. EXISTING ABANDONED GAS LINES TO LAIUREL, NEW YORK BE REMOVED BACK TO SOURCE AND CAPPED, LINE OF IST FLOOR PLUMBING t GAS RISER DIAGRAMS AND NOTES NEW ' '/4n NEW ARCHITECT, P.C. I v4" NEW EXISTING Jk EXISTING 113RV 3/4" `r 1 1/4" (VIF) 4 INCOMING 1180 Park Avenue Franklin Sgyare, New York 11010 NEW DIRECT GAS SERVICE (516) 352-g827 www.drvarch.com VENT ON (I" VIF) DEMAND raven b . LaS checked b FURNACE NOTE: CONTRACTOR TO VERIFY EXISTING PROPANE scale: AS NOTED date: TANK CAPACITY. UPGRADE OF PROPANE project number: 2144 TANK, IF REQUIRED, TO BE FILED FOR SEPARATE AGENCY APPROVALS. �� LINE OF CELLAR FLOOR � 5!R NJ -013.00 AK ., 2 GAS RISER DIAGRAM � 13 OF I(o A-Ol3 NOT TO SCALE NOTE: PROVIDE GFI OUTLETS AT KITCHEN COUNTER AND SUNROW ISLAND PER SECTIONS E3g01 AND E3g02 EXISTING TO REMAIN MDER R=. r � - � o0 I E-1 im -I L--J L-_J i GFI GFI GFI O - - - -- i ------- ----- BAV Ud. BEDROOM 3 O KITCHEN / DINING 100 F NOTE: PRIMARY iG I CLOSET LIGHTING TO BE O 00 COORDINATED WITH OWNER. SWITCHING TO BE LOCATED - - - OUTSIDE CLOSET OR WITH DOOR CONTACT (AS DN SELECTED BY OWNER) 16R ------ \DN _LL R NOTE: LIALL DATA OUTLETS LOCATIONS VOICE/NATE WITH OWNER --- - NOTE: G I -- - BEDROOM 4 REPLACED WHERE MATCH TO BE BEDROOM 2 °O LINE CI` LIVING ROOM ° UP TO NEW OUTLET LOCATIONS SHOWN. TV OUTLETS TO BE °O �o COORDINATED WITH OWNER. ° BATH ----- STUDY ,�---- ® o O rev, date de5cri tion F I R6T FL OO I 5ECOND FLOOR ELECTRICAL FLAN (A-f 4 SCALE: 1/4" = 1'-0" CA-014) SCALE: 1/4" = I'-0" ��.. -01/27/20221 ISSUED TO CLIENT ELECTRICAL NOTES: ELECTRICAL LEGEND IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS I. ALL ELECTRICAL WORK SHALL BE PERFORMED BY AN ELECTRICIAN LICENSED IN THE PROJECT ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, LOCATION'S LOCAL JURISDICTION. k0 NEW DUPLEX ELECTRIC WALL OUTLET TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE 2. ALL ELECTRICAL WORK TO COMPLY WITH THE LATEST EDITION OF THE ELECTRICAL CODE OF NEW GFI NEW GROUND FAULT ELECTRIC WALL SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING YORK STATE AND/OR LOCAL JURISDICTION. OUTLET (WEATHER-TIGHT FOR EXTERIOR) ARCHITECT SHALL NOTATION ALTERED BYAFFI' TO HIS ITEM THE SEAL AND THE FOLLOWED BY NIS SIGNATURE 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A DULY LICENSED ELECTRICIAN. I�9 NEW ELECTRIC WALL OUTLET ON AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 4. THE CONTRACTOR 15 TO PROVIDE A CERTIFICATE FOR COMPLETED ELECTRICAL WORK FOR ALL NEW SEPARATE CIRCUIT DESCRIPTION OF THE ALTERATION. INSTALLATIONS. N THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS 5. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE NEW WALL SWITCH SUCH ARE THE PROPERTY OF THE ARCHITECT. OF COMPLETION AND ACCEPTANCE BY OWNER. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE 6. CONTRACTOR SHALL DETERMINE SIZE OF INCOMING SERVICE AS PART OF THEIR QUOTED BID. NEW VOICE / DATA WALL OUTLET PROHIBITED. 7. ALL CIRCUITS SHALL BE COMPLETELY GROUNDED THROUGHOUT. SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST REQUIREMENTS. EXTERIOR NOTES: CORTA As50 RE611DENCE 8. ALL ELECTRICAL RECEPTACLES TO BE CONNECTED TO AN ARC-FAULT INTERRUPTER IN ACCORDANCE . COORDINATE SWITCHING, TIMERS AND MOTION WITH CODE REQUIREMENTS. SENSORS FOR LIGHTING WITH OWNER. q. GROUND FAULT INTERRUPTERS SHALL BE PROVIDED IN ALL BATHROOMS, KITCHENS AND EXTERIOR . WALL FIXTURES SOFFIT LIGHTING 51TE LIGHTING OUTLETS IN ACCORDANCE WITH CODE REQUIREMENTS. c AND OUTLETS THROUGHOUT PROPERTY TO BE RESIDENTIAL RENOVATION 10. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH OTHER TRADES, INCLUDING BUT NOT COORDINATED WITH OWNER. LIMITED TO ALL FEEDERS AND DISCONNECTS TO ALL HEATING AND AIR-CONDITIONING EQUIPMENT. THERMOSTATIC AND LOW-VOLTAGE WIRING SHALL BE PROVIDED AND INSTALLED BY HVAC 4830 PECONIC BAY BOULEVARD CONTRACTOR. LAUREL NEV4 YORK 11. SEE EXTERIOR ELEVATIONS FOR EXTERIOR LIGHT FIXTURE LOCATIONS (FIXTURES BY OWNER - W.C.). 12. RECESSED LIGHT FIXTURES TO BE INSULATED CAN (IC) TYPE WHEN THERMAL INSULATION 15 FIRST t SECOND FLOOR ELECTRICAL REQUIRED IN THE CEILING FRAMING. WHERE SOUND INSULATION IS INSTALLED, NON-IC FIXTURES PLANS NOTES AND LEGEND ARE PERMITTED, WITH A 6" MINIMUM CLEARANCE TO INSULATION. i 13. LOCATIONS OF ITEMS ON PLANS TO BE PER ALL APPLICABLE BODES AND AS DIRECTED BY OWNER. 14. RECESSED LIGHT FIXTURES TO BE LED. TRIM AND BAFFLE FINISHES AS SELECTED BY OWNER. 15. ALL ELECTRICAL OUTLETS. SWITCHES, AND COVER PLATE STYLES AND FINISHES TO BE AS ARCH I T E C T , P.C. SELECTED BY OWNER. I)RV 16. INTERNET AND NETWORK CABLE INSTALLATIONS TO BE COORDINATED WITH OWNER. 17. INTERIOR DECORATIVE LIGHT FIXTURES / CEILING FANS TO BE,PROVIDED BY OWNER, INSTALLED BY 11810 Park Avenue Franklin Sgpare, New York 11010 G.C. INSTALL MANUFACTURER PROVIDED SWITCHES FOR FAN UNITS. (516) 352-g827 www.drvarch.com 15. PROVIDE AND INSTALL 2-14EAD FLOOD LIGHTS AS DIRECTED BY OWNER (WITH OR WITHOUT MOTION 5EN5OR5 / WITH INTERIOR SWITCHING). drawn by, LaS checked by. Iq. IN-LINE BATHROOM EXHAUST SYSTEM TO BE SIZED BASED ON NUMBER AND DISTANCE OF OUTLETS UNLESS INDIVIDUAL EXHAUST FANS INSTALLED EACH ROOM. scale: AS NOTED date: project number: 2144 fr 00 A-014.00 S.• f �� �j 14OF16 NOTE: SUNROOM G.C. TO PROVIDE EXISTING TO REMAIN UNDERCOUNTER LIGHTING AS PER OWNER DIRECTION POWDER B� - 7r7 IIt rIN I I r �L---J N -------NoN Oo .@ Qo N O N o V- J IIII N KITCHEN / DINING N I NOTE: 'I PRIMARY I I I I I I I I I I l i HALL LIGHTING TO BE II N I I N I I I I I I N I I I I N Ili COORDINATED WITH FINAL 0 0 1O i i i i i i i N I I I I I I I I O n ATTIC ACCESS STAIR. N N N II I ICJ I I I I I N N i i i i i I i i i iil ----- _J_1_1_L_�J LJ_J_1_L_L_I_J_1_1_L_LL -- _ 111 PROVIDE $ INSTALL (4) I IIIC J-BOXES IN ATTIC FOR HALLL N -1____7J N N N SURFACE MOUNTED LED 0N N BEDROOM 2 ALL 0 QO N LIGHT FIXTURES WITH N ^ r INDICATOR LIGHT SWITCH IN SECOND FLOOR N - i N N `M N N N ---- N HALLWAY. J i NQJRA LIVING ROOM J 'i O N LINEN CL I n�-�-� r-- I N \` `_ KI i i `�' I J N i I�` �I J BEDROOM 4 i ' E-Qj I----^N N N 0 0 O �/ \`IlulGOP N V -- - r N III N SNIII P - -- - --- - - rev, date description 1 FIRST FLOOR LIGHTING ILL.AN / 2 5ECOND FLOOR LIGHTING FLAN A-015 SCALE: 1/4' = I'-0" 01/21/2022 ISSUED TO CLIENT EL ECTRICAL NOTES: LIGHTING LEGEND IT 15 A VIOLATION OF THE LAM FOR ANY PERSON, UNLESS I. ALL ELECTRICAL WORK SHALL BE PERFORMED BY AN ELECTRICIAN LICENSED IN THEACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,PROJECT TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE LOCATION'S LOCAL JURISDICTION. N NEW RECESSED LED DOWNLIGHT SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING 2. ALL ELECTRICAL WORK TO COMPLY WITH THE LATEST EDITION OF THE ELECTRICAL CODE OF NEW 0 ARCHITECT SHALL AFFIX TO 14I5 ITEM THE SEAL AND THE PORK STATE AND/OR LOCAL JURISDICTION. NOTATION 'ALTERED BY" FOLLOWED BY 14I5 SIGNATURE 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A DULY LICENSED ELECTRICIAN. N NEW CEILING JUNCTION BOX FOR AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 4. 714E CONTRACTOR 15 TO PROVIDE A CERTIFICATE FOR COMPLETED ELECTRICAL WORK FOR ALL NEW J SURFACE MOUNTED OR PENDANT DESCRIPTION OF THE ALTERATION. INSTALLATIONS. MOUNTED FIXTURE 5. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE THESE DRAWINGS ARE. INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. OF COMPLETION AND ACCEPTANCE BY OWNER. N NEW WALL JUNCTION BOX FOR INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE 6. CONTRACTOR SHALL DETERMINE 51ZE OF INCOMING SERVICE A5 PART OF THEIR QUOTED BID. �— SURFACE MOUNTED FIXTURE PROHIBITED. 7. ALL CIRCUITS SHALL BE COMPLETELY GROUNDED THROUGHOUT. SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST REQUIREMENTS. CORTAFAssO RESIDENCE B. ALL ELECTRICAL RECEPTACLES TO'BE CONNECTED TO AN ARC-FAULT INTERRUPTER IN ACCORDANCE WITH CODE REQUIREMENTS. ® NEW EXHAUST FAN, SEE DRAWING q. GROUND FAULT INTERRUPTERS SHALL BE PROVIDED IN ALL BATHROOMS, KITCHENS AND EXTERIOR A-002 OUTLETS IN ACCORDANCE WITH CODE REQUIREMENTS. RESIDENTIAL RENOVATION 10. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH OTHER TRADES, INCLUDING BUT NOT N LIMITED TO ALL FEEDERS AND DISCONNECTS TO ALL HEATING AND AIR-CONDITIONING EQUIPMENT. NEW WALL SWITCH T14ERMOSTATIC AND LOW-VOLTAGE WIRING SHALL BE PROVIDED AND INSTALLED BY HVAC 4530 PECONIC BAY BOULEVARD CONTRACTOR. LAUREL, NEW YORK II. SEE EXTERIOR ELEVATIONS FOR EXTERIOR LIGHT FIXTURE LOCATIONS (FIXTURES BY OWNER - N.I.C.). 12. RECESSED LIGHT FIXTURES TO BE INSULAT ED CAN (IC) TYPE WHEN THERMAL INSULATION IF) FIRST * SECOND FLOOR LIGHTING REQUIRED IN THE CEILING FRAMING. WHERE SOUND INSULATION 15 INSTALLED, NON-IC FIXTURES PLANS, NOTES AND LEGEND ARE PERMITTED, WITH A 6" MINIMUM CLEARANCE TO INSULATION. 13. LOCATIONS OF ITEMS ON PLANS TO BE PER ALL APPLICABLE CODES AND AS DIRECTED BY OWNER. 14. 55ED LIGHT FIXTURES TO BE LED. EELE ELECTRICAL OUTLETS. SWITCHES, V AND I COVER PLATE STYLM AND BAFFLE ES AND FINISHEHES As S TO BE AS D BY ER 15. ALL T ARCH I T E C T , P.C. 5ELEcrED BY OWNER. 16. INTERNET AND NETWORK CABLE INSTALLATIONS TO BE COORDINATED WITH OWNER. 17. INTERIOR DECORATIVE LIGHT FIXTURES / CEILING FANS TO BE PROVIDED BY OWNER, INSTALLED BY 1180 Park Avenue Franklin 5gpare, New York 11010 G.C. INSTALL MANUFACTURER PROVIDED SWITCHES FOR FAN UNITS. (5116) 352-g827 www.drvarch.com 18. PROVIDE AND INSTALL 2-HEAD FLOOD LIGHTS AS DIRECTED BY OWNER (WITH OR WITHOUT MOTION SENSORS / WITH INTERIOR SWITCHING). drawn by, LaS checked by.-T 19. IN-LINE BATHROOM EXHAUST SYSTEM TO BE SIZED BASED ON NUMBER AND DISTANCE OF OUTLETS RV UNLESS INDIVIDUAL EXHAUST FANS INSTALLED EACH ROOM. 1 scale: AS NOTED date: ro'ect number: 2144 -015.00 15 OF 16 GENERAL REQUIREMENTS: GENERAL CONSTRUCTION NOTES: I. INTENT OF CONTRACT DOCUMENTSs ALL WORK SPECIFIED HEREIN SHALL INCLUDE ALL 1. ALL DIMENSIONS ARE TO FINISH DIMENSION. DO NOT SCALE DRAWINGS. USE FIGURED 21. ALL PLUMBING WORK SHALL CONFORM WITH THE INTERNATIONAL PLUMBING CODE AND THE MATERIAL, LABOR, EQUIPMENT AND INSTALLATION. ALL MATERIAL AND WORKMANSHIP 12. EXISTING STRUCTURES: THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DIMENSIONS. LATEST COUNTY AND LOCAL HEALTH DEPARTMENT CODES. THE PLUMBING SHALL BE NEW AND FIRST QUALITY SUBJECT TO THE ARCHITECT'S AND OWNER'S ANY ELEMENTS OF THE PROJECT, OR THOSE ELEMENTS IMPACTED BY THE PROJECT, CONTRACTOR 15 TO OBTAIN ALL INSPECTIONS NECESSARY FOR THE SIGN-OFF OF THE APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO CLARIFY THE WORK IF THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION THAT ARE FOUND TO BE 2. CUTTING AND PATCHING: EACH SUBCONTRACTOR OR TRADE SHALL BE RESPONSIBLE PLUMBING WORK. NECESSARY BY ADDITIONAL DETAIL DRAWINGS OR WRITTEN DESCRIPTION. UNSOUND OR DANGEROUS. SUCH ELEMENTS ARE TO BE MADE COMPLIANT WITH THE FOR PROVIDING THEIR OWN CUTTING AND PATCHING UNLESS ARRANGEMENTS ARE APPLICABLE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND IN MADE WITH THE GENERAL CONTRACTOR TO DO 50. VERIFY ANY QUESTIONABLE 22• ALL ELECTRICAL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF NY51 2. MEASUREMENT5: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ACCORDANCE WITH STANDARD BUILDING PRACTICE. CUTTING WITH THE ARCHITECT BEFORE COMMENCING WORK. CHAPTERS 35 THROUGH 41, AND THE BOARD OF FIRE UNDERWRITERS REQUIREMENTS. DIMENSIONS AND MEASUREMENTS IN THE FIELD AND LAYING OUT WORK PRIOR TO THE THE ELECTRICAL CONTRACTOR 15 TO PROVIDE THE OWNER WITH AN UNDERWRITERS COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT To THE EXISTING STRUCTURES ON THE PROJECT PROPERTY NOT RELATED TO THE PROJECT 3. ALL STRUCTURAL MATERIAL OR ASSEMBLIES SUBJECT TO DETERIORATION WHICH CERTIFICATE AT THE COMPLETION OF WORK. ATTENTION OF THE ARCHITECT FOR HIS CONSIDERATION AND CLARIFICATION BEFORE SCOPE OF WORK ARE NOT THE RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR. MIGHT BECOME STRUCTURALLY UNSOUND IF UNPROTECTED SHALL BE PROTECTED PROCEEDING WITH THE WORK. IN NO CASE SHALL SUCH DIFFERENCES CONSTITUTE IN ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS AS PER THE INTERNATIONAL THE: BA515 FOR AN EXTRA CHARGE OR COMPENSATION. B. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESIDENTIAL CODE, SECTION R317. 3. QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER PRODUCTS, SUPPLIERS, RESPONSIBLE FOR MAINTAINING THE JOB SITE IN A NEAT, SAFE AND ORDERLY ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE 4. CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM OF 3500PS1 COMPRESSIVE MANUFACTURERS, SERVICES, SITE COMPOSITION AND WORKMANSHIP TO PRODUCE WORK MANNER AT ALL TIMES. STRENGTH AFTER 28 DAYS. NEWLY POURED CONCRETE SHALL BE KEPT FROM OF SPECIFIED QUALITY. ALL WORKMANSHIP SHALL BE FIRST QUALITY EXCEEDING BUILDING SITE RAPIDLY AS IT ACCUMULATES. PROVIDE AND MAINTAIN PROPER WASTE FREEZING AND ALLOWED TO CURE IN ACCORDANCE WITH THE AMERICAN CONCRETE INDUSTRY STANDARDS, BY QUALIFIED AND TRAINED MECHANICS FAMILIAR WITH THEIR CONTAINERS. NO FOOD WASTE ON THE FLOOR WILL BE TOLERATED. ALL TRADES INSTITUTE STANDARDS. RESPECTIVE TRADE, SHALL ARRANGE TO CLEAN UP THEIR RESPECTIVE DEBRIS. 5. ALL FOOTINGS SHALL EXTEND TO UNDISTURBED VIRGIN SOIL HAVING A MINIMUM 4. FIELD ENGINEMNG: ALL GRADE LINES, LEVELS AND BENCHMARKS SHALL BE 14. MATERIALS AND EQUIPMENT: BEARING CAPACITY OF ONE TON PER SQUARE FOOT. (GRADED SAND WITH GRAVEL). ESTABLISHED AND MAINTAINED BY THE GENERAL CONTRACTOR. IF NECESSARY THE THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF V-0" BELOW FINISH GRADE. GENERAL CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT A. TRANSPORTATION AND HANDLING: ARRANGE AND TRANSPORT PRODUCTS BY ALL FOOTINGS SHALL BEAR ON SUITABLE SAND AND GRAVEL SOIL. MAXIMUM PITCH THE: BUILDING OR BUILDING ADDITION AND VERIFY REQUIRED SETBACKS. WHEN THE METHODS REQUIRED TO AVOID PRODUCT DAMAGE; DELIVER IN UNDAMAGED RATIO FOR STEPPED FOOTINGS SHALL BE 1 IN 3. BUILDING OR BUILDING ADDITION 15 TO CLOSE TO THE REQUIRED SETBACK LINES, A CONDITION. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY SURVEYOR WILL BE REQUIRED TO STAKE OUT THE BUILDING OR BUILDING ADDITION METHODS TO PREVENT SOILING OR DAMAGE. PROMPTLY INSPECT SHIPMENTS 6. ALL REINFORCING BARS TO BE INTERMEDIATE GRADE 60 DEFORMED BARS. ALL TO AND RECONFIRM THE LOCATION OF THE FOUNDATION WALLS BEFORE FRAMING BEGINS. TO A55URE THAT PRODUCTS ARE UNDAMAGED. AMERICAN CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE 5. BUILDING PERMIT: THE GENERAL CONTRACTOR SHALL PREPARE AND FILE FOR ALL B. STORAGE AND PROTECTION: STORE PRODUCTS IN ACCORDANCE WITH THE STANDARDS. MINIMUM 30 DIAMETERS LAP ON ALL SPLICES. BUILDING PERMITS AND OTHER APPROVALS NECESSARY FOR THE PERFORMANCE OF H15 THE MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT 7. SILL ANCHORS IN ALL FOUNDATION WALLS SHALL BE IN ACCORDANCE WITH THE WORK. ALL PERMIT FEES SHALL BE REIMBURSED TO THE CONTRACTOR BY THE OWNER. AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT ENCLOSURES "NAILING AND FASTENERS" DRAWING THIS SET. ALL SILLS TO BE PRESSURE TREATED OFF THE GROUND; MAINTAIN WITH TEMPERATURE AND HUMIDITY RANGES REQUIRED LUMBER, HAVE SILL INSULATION AND ALUMINUM TERMITE SHIELD, AS PER THE IN NO CASE SHALL THE GENERAL CONTRACTOR BEGIN WORK IN ANY MANNER UNTIL BY THE MANUFACTURER'S INSTRUCTIONS. INTERNATIONAL RESIDENTIAL CODE PROPER APPROVAL AND SIGNED PERMIT 15 ISSUED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE BUILDING INSPECTOR OF THE PROGRESS OF THE PROVIDE TEMPORARY PROTECTION FOR INSTALLED PRODUCTS. CONTROL TRAFFIC 8. STRUCTURAL STEEL: ALL STEEL TO BE ASTM A36 AND ALL FABRICATION AND WORK AND REQUEST TIMELY INSPECTIONS BY THE BUILDING INSPECTOR. IN IMMEDIATE AREA TO PREVENT DAMAGE. PROVIDE PROTECTIVE COVERING ERECTION SHALL BE IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF STEEL FOR WALLS, PROJECTIONS, JAMBS, SILLS AND SOFFITS OF OPENINGS. PROTECT CONSTRUCTION AND SPECIFICATIONS AND STANDARDS. ALL FIELD CONNECTIONS TO UPON THE COMPLETION OF WORK, THE GENERAL CONTRACTOR SHALL REQUEST A FINAL FINISHED FLOORS AND STAIRS FROM TRAFFIC, MOVEMENT OF HEAVY OBJECTS BE BOLTED CONNECTIONS AND ALL STEEL TO BE SHOP PRIMED AND REPAINTED AFTER INSPECTION BY THE INSPECTOR AND PROVIDE ALL REQUIRED UNDERWRITERS AND STORAGE. REPAIR AND REPLACE ANY DAMAGED SURFACES. INSTALLATION. MINIMUM OF 4" END BEARING ON ALL BEAMS. CERTIFICATES AND SECURE A CERTIFICATE OF OCCUPANCY (OR AN UPDATED CERTIFICATE OF OCCUPANCY) PRIOR TO FILING A CERTIFICATE OF SUBSTANTIAL 15. CONTRACT CLOSEOUT: UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR q. L.Uf BER: ALL STRUCTURAL LUMBER SHALL CONFORM TO STATE CODE, PRODUCT USE COMPLETION WITH THE ARCHITECT. SHALL PERSONALLY INSPECT THE ENTIRE PROJECT AND CONFIRM THAT ALL WORK MANUAL OF WESTERN WOOD PRODUCTS ASSOCIATIONS AND PLYWOOD SPECIES AND 15 IN ACCORDANCE WITH THE PLANS. ANY DEFECTIVE OR DAMAGED WORK SHALL GRADE GUIDE OF THE AMERICAN PLYWOOD ASSOCIATION. G.C„ 15 RESPONSIBLE TO OBTAIN AN UPDATED PROPERTY SURVEY IF REQUIRED BY BE CORRECTED. THE: LOCAL MUNICIPALITIES IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY ALL LUMBER TO MEET OR EXCEED THE FOLLOWING STANDARDS OF QUALITY: (OR. AN UPDATED CERTIFICATE OF OCCUPANCY). A. CLEANING: THE ENTIRE CONSTRUCTION AREA, IN51DE AND OUT, SHALL BE THOROUGHLY CLEANED READY FOR THE OWNERS USE. THIS DOES NOT CONSTITUTE HORIZONTAL FRAMING MEMBERS (JOISTS AND RAFTERS) TO BE DOUGLAS FIR- 6. BUILDING CODES: ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE JUST "BROOM SWEPT". ALL SURFACES SHALL BE PROFESSIONALLY CLEANED AND LARCH, CONSTRUCTION GRADE, MIN. Fb = 1000 PSI AND E = 115001000.00 LOCAL AND STATE BUILDING CONSTRUCTION CODE, THE STATE ENERGY CONSERVATION POLISHED INCLUDING ALL GLASS, TILE, WOODWORK, CABINETRY, BATH FIXTURES CODE, COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ALL LOCAL AGENCIES HAVING AND ALL PAINTED SURFACES AND FLOORS. CLEAN THE INSIDE OF ALL CABINETRY VERTICAL FRAMING MEMBERS (STUDS) TO BE DOUGLAS FIR - LARCH STANDARD JURISDICTION. AND DRAWERS. REMOVE ALL WASTE AND SURPLUS MATERIAL, RUBBISH AND GRADE Fb = 500 PSI AND E = 11400,000.00 CONSTRUCTION FACILITIES FROM PROJECT SITE. NO DEBRIS SHALL BE BURIED 7. TEMPORARY FACILITIES: THE GENERAL CONTRACTOR SHALL PROVIDE, MAINTAIN AND ON SITE. 10. ALL PLYWOOD 514EATHING SHALL BE EXTERIOR GRADE WITH WATERPROOF GLUE IN PAY FOR ALL TEMPORARY UTILITIES THAT MAY BE NEEDED FOR HIS WORK. IF TrIE CONFORMANCE WITH THE AMERICAN PLYWOOD ASSOCIATION SPECIFICATIONS AND OWNER ALLOWS THE CONTRACTOR TO USE THE EXISTING FACILITIES, THE CONTRACTOR B. OPERATION, MAINTENANCE DATA AND WARRANTIES: THE GENERAL CONTRACTOR GRADING. ALL NAILING TO BE AS PER THE INTERNATIONAL RESIDENTIAL CODE. SHALL REIMBURSE THE OWNER FOR SUCH USE. THE CONTRACTOR SHALL BE AND HIS SUBCONTRACTORS SHALL PROVIDE ALL WRITTEN OPERATIONAL RESPONSIBLE FOR THE MAINTAINING OF SUCH UTILITIES IN AN ORGANIZED AND SAFE INSTRUCTIONS AND WARRANTIES FOR ALL EQUIPMENT AND CONTROLS INSTALLED II. FRAMING: PROVIDE AND INSTALL DOUBLE JACK STUDS AT EACH SIDE OF VERTICAL rev. deSCri tion MANNER. INCLUDING ALL RESIDENTIAL EQUIPMENT. THE ENTIRE MECHANICAL SYSTEM, OPENINGS. PROVIDE AND INSTALL DOUBLE RAFTERS, JOISTS OR HEADERS AND OR ANY PORTION AFFECTED BY THE CONSTRUCTION PROJECT, SHALL BE TRIMMERS AT ALL FLOOR AND ROOF OPENINGS. PROVIDE I" X 3" CROSS BRIDGING PROVIDE, PAY FOR AND MAINTAIN ALL TEMPORARY FACILITIES REQUIRED FOR TI E EXPLAINED TO THE OWNER INCLUDING REQUIRED MAINTENANCE EACH MECHANICAL AT MAXIMUM V-0" ON CENTER CONTINUOUS FROM WALL TO WALL FOR FLOOR AND EXECUTION OF THE WORK, INCLUDING BUT NOT LIMITED TO ELECTRICITY FOR POI iER TRADE SHALL PROVIDE WRITTEN INSTRUCTIONS REGARDING THEIR WORK AND CEILING JOISTS. AND LIGHTING, HEAT AND VENTILATION, TELEPHONE SERVICE, SANITARY FACILITIES, INCLUDE THEIR NAME AND TELEPHONE NUMBER IN CASE OF AN EMERGENCY. ALL DUMPSTERS, WATER, DUST CONTROL AND ALL NEEDED DEWATERING EQUIPMENT, ELECTRICAL PANELS SHALL HAVE A WRITTEN SCHEDULE INDICATING WHAT EACH PROVIDE AND INSTALL FIRESTOPS ON ALL LOAD BEARING WALLS AS PER THE SCAFFOLDS, LADDER AND SHORING. CIRCUIT CONTROLS. INTERNATIONAL RESIDENTIAL CODE, MI"dIMUM V-0" VERTICAL. 011/27/20221 ISSUED TO CLIENT 8. LIST OF SUBCONTRACTORS: THE GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL C. PROJ�GT RECORD DRAWINGS: PREPARE A SET OF CLEAN BLUEPRINTS WHICH n ALL EXTERIOR WALLS AND ALL INTERIOR BEARING WALLS TO BE 2 X 4" WOOD STUDS IT IS A VIOLATION OF THE LAM FOR ANY PERSON, UNLESS SUBCONTRACTORS (INCLUDING ADDRESS AND TELEPHONE NUMBERS) THAT WILL 13E DOCUMENTS ALL CHANGES AND ADDITIONS TO THE WORKING DRAWINGS BY THE AT 16" ON CENTER, WITH 2" X 4" CATS AT THIRDS. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT; USED ON THE PROJECT, PRIOR TO THE COMMENCEMENT OF WORK. THIS LI5T SHALL BE IDENTIFYING SKETCHES AND DIMENSIONS IN RED ON THE PRINTS, THE EXACT TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE UPDATED AND KEPT CURRENT AS CONSTRUCTION PROCEEDS. THE OWNER RESERVES LOCATION OF BURIED ITEMS SUCH AS ALL THE UTILITIES, THE ENTIRE SEPTIC ALL EXTERIOR NAILING IN EXPOSED EXTERIOR WOOD SHALL BE ALUMINUM OR SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING THE: RIGHT TO REJECT ANY SUBCONTRACTOR FOR ANY REASON THEY MAY CHOOSE. SYSTEM, AND ALL ITEMS CHANGED, ENCOUNTERED, OR ADDED FOR GALVANIZED. ARCHITECT SHALL. AFFIX TO HI5 ITEM THE SEAL AND THE CONSTRUCTION. SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE q. COORDINATION: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, LIST OF DOCUMENTS 12. INSULATION: PROVIDE AND INSTALL FIBERGLASS BATTS, FOIL ONE SIDE, THICKNESS AND THE DATE OF 5UC14 ALTERATION, AND A SPECIFIC COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND COOPERATE WITH OTHER AND SIGNATURE OF THE CONTRACTOR. AND R-RATING AS SHOWN ON DRAWINGS. FOAM INSULATION SHALL COMPLY WITH THE DESCRIPTION OF THE ALTERATION. TRADES TO FACILITATE THE PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD INTERNATIONAL RESIDENTIAL CODE, SECTION R316. THESE DRAWINGS ARE INSTRUMFNTS OF SERVICE AND AS OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR D. RELEASE OF LIENS: BEFORE FINAL PAYMENT WILL BE APPROVED, THE GENERAL SUCH ARE THE PROPERTY OF THE ARCHITECT. WORK AND STORAGE OF THEIR EQUIPMENT AND MATERIALS. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, A NOTARIZED RELEASE OF �3. GYPSUM 80ARp: ALL GYPSUM BOARD SHALL BE 1/2" UNLESS OTHERWISE NOTED. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER COORDINATION OF THEIR LIENS ,AFFIDAVIT STATING THAT ALL INDEBTEDNESS CONNECTED WITH THE WORK PROVIDE MINIMUM 1/2" TYPE 'X' FIRE CODE 60 IN GARAGE AND BOILER ROOM AREAS. PROHIBITED. WORK. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS 514ALL ARRANGE A FOR I-1141CH THE OWNER OR THEIR PROPERTY MIGHT IN ANY WAY BE RESPONSIBLE ALL GYPSUM BOARD IN BATHROOMS SHALL BE "GREEN BOARD" WITH WATER RESISTANT COOK N COORDINATION ION MEETING WITH THE ARCHITECT TO DISCUSS THE SCHEDULE AND HAVE BEEN PAID IN FULL. FINISH. PROVIDE 1/2" WONDER BOARD OR DUROROCK CEMENTITIOUS BACKER BOARD IN COfRTAPA550 fRESIDENCE COORDINATION OF THE WORK. ALL SHOWER AND TUB AREAS. ALL GYPSUM BOARD SHALL NAVE TAPE AND THREE E. IF 50 REQUIRED 8Y THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL COATS OF SPACKLE AND TO BE SANDED SMOOTH READY FOR PAINTING. 10. INSURANCE: THE OWNER SHALL SEEK PROFESSIONAL ADVICE FROM HIS INSURANCE SIGNED AND NOTARIZED RELEASES BY EACH SUBCONTRACTOR STATING THAT SUPPLIER AND MAINTAIN AND PAY PREMIUMS FOR INSURANCE ON ALL WORK DONE AND THEY HAVE BEEN PAID IN FULL AND HAVE NO ADDITIONAL CLAIMS AGAINST 14. ALL WINDOWS AS SPECIFIED SHALL BE DOUBLE GLAZED HAVE WEATHER STRIPPING RESIDENTIAL RENOVATION INCORPORATED IN THE BUILDING AGAINST LOSS DAMAGE FROM FIRE, THEFT OR THE OWNED IN ANY WAY. AND HAVE CONCEALED FLASHING AND DRIP CAP. ALL WINDOW UNITS SHALL BE VANDALISM. THE OWNER SHALL AL50 PROTECT HIS INTERESTS FROM CONTINGENT LIA131LITY FOR DAMAGE FOR PERSONAL INJURY INCLUDING DEATH, WHICH MAY ARISE PROVIDED WITH SCREENS AND LOCKING HARDWARE 4830 PECON IC SAY BOULEVARD FROM OPERATIONS UNDER THIS CONTRACT. WINDOWS THAT SERVE AS OPENINGS FOR EMERGENCY EXIT TO COMPLY WITH THE LAUREL, NEW YORK THE: GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF THE INTERNATIONAL RE51DENTIAL CODE, SECTION R310. INSURANCE NAMING THE OWNER AND HIS PROPERTY AS CO-INSURED, COVERING ALL EXTERIOR DOORS SfIALL HAVE 5" SADDLE AND INTERLOCKING WEATHER- GENERAL NOTES WORKER'S COMPENSATION INSURANCE AND LIABILITY FOR $210001000.00. STRIPPING ZERO OR APPROVED EQUAL. F 11. SITE: PROTECTION AND SAFETY: THE CONTRACTOR SHALL. PROTECT THE OWNER AND 15. ALL ELEC�"RICAL AND MECI ANECAL WORl� SMALL BE INSTALLED IN STRICT THE: ADJACENT PROPERTIES FROM INJURIES AND DAMAGE. ANY DAMAGE DONE DURING CONFORMANCE WITH THE NATIONAL ELECTRIC CODE AND HAVE UNDERWRITER'S ARCH I T E C T, P.C. CONI5TRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR 0I5 SUBCONTRACTORS LABORATORY APPROVAL. ALL MECHANICAL WORK SHALL BE LAID OUT AND INSTALLED IDRV SHALL BE CORRECTED WITHOUT DELAY OR EXPENSE TO THE OWNER. IN A FIRST CLASS AND QUALITY MANNER. SLOPPY WORKMANSHIP WILL BE REJECTED. 1180 Park Avenue Franklin 5qpare, New York 11010 THE: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION 16. SMOKE DETECTOR: PROVIDE AND INSTALL 110 VOLT SMOKE DETECTOR TO MEET THE (516) 352-g527 www.drvarch.com AND PRESERVATION OF ALL TREES AND SHRUBS THAT ARE NOT TO BE REMOVED REQUIRESECTi0NMENTS IN ALL R314 AND PERBEDROOM HE�QUIRE NTS OF THE LOCAL S PER THE JURISDICTION.NAL RESIDENTIAL CODE, drawn by, LaS checked b . FROM THE WORK AREA. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING PRIOR TO THE COMMENCEMENT OF HIS WORK OF ANY TREE OR SHRUB THAT HE scale: AS NOTED date: FEELS SHOULD BE REMOVED OR REPLANTED COMMENCEMENT OF WORK WILL 17. ALL ATTIC EX1dAUST FANS, IF PROVIDED SHALL BE INSTALLED WITH MEANS FOR REPRESENT THAT THE CONTRACTOR HAS ACCEPTED THE SITE AS I5. AUTOMATIC SHUT-OFF IN THE EVENT OF A FIRE IN CONFORMANCE WITH THE ro'ect number: 2144 INTERNATIONAL RESIDENTIAL CODE. ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED AND MAINTAINED WHEREVER NEED 15. FIRE ALARM SYSTEM: IF PROVIDED OR INSTALLED UNDER T TO PROTECT CONSTRUCTION FROM WEATHER OR TO PROTECT THE BUILDING AGAINST HIS CONTRACT SHALL ' ry UNAUTHORIZED ENTRY TO A POOL, ETC. INCLUDE AN AUTOMATIC SHUT-OFF RELAY TO ALL MECHANICAL FANS AND BURNERS to WITH BUILDING TO INSURE THAT IF THE ALARM SYSTEM 15 ACTIVATED THAT ALL FANS AND BURN PARTICULAR CARE SHALL BE TAKEN IF WORK 15 NEAR A SWIMMING POOL. PROVIDE BURNERS WILL BE DEACTIVATED TO PREVENT THE POSSIBLE SPREAD OF FIRE OR SMOKE THROUGHOUT THE BUILDING. s�16,00 FENCING AROUND THE POOL DURING THE CONSTRUCTION PERIOD TO PREVENT ENTRY r ';: `,1 TO THE POOL. 19. DOORS AND EXITS SHALL CONFORM WITH THE INTERNATIONAL INTERNATIONAL .x 7 }� 't RESIDENTIAL CODE, SECTION R311. P I(o OF 16 20. STAIRS SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION R311.7. � RAILINGS AND HANDRAILS, SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION R311.7.5.