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HomeMy WebLinkAbout48690-Z TOWN OF SOUTHOLD y; BUILDING DEPARTMENT m . TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48690 Date: 1/4/,202.3................... ..............��.......................... ........ Permission is hereby granted to: Tatsis, Stelios 50-42 Horatio m Bayside, NY 11364 To: Construct a single family dwelling as applied for per SCHD approval. At premises located at: 115 Oak Ct, East Marion S.C.TM # 473889 .�....... ....... m._ ......._.......... ........................,_..� . Sec/Block/Lot# 31.-3-11.8 Pursuant to application dated11/9/2022 and approved by the Building Inspector. p7/5/2024.. To ex ire on ...... . ..................... �. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,042.40 CO-NEW DWELLING $50.00 Total: $2,092.40 A)d --1- - �............. Building Inspector WOO TOWN OF SOU1"HOLD—BULLDING DEPAKTMEN'l' -A I own Hall Annex 54375 Main Road Y. 0.Box 1179 Southold, NY 11971-0959 telephone (631) 765-1502 Fax(631) 765-9502 t W'//'v" .southo1dtoa ru�� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. 4 Building Inspector.,—J� 0 a Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 2, OWNER(S)OF PR PFRTY: Name: SCTM #1000- , F Project Address: I I Phone#: Email: r n� Mailing Address: - CONTACT PERSON: Name: Mailing Address: Phone#: .„ ` Email: as DESIGN PROFESSIONAL INFORMATION: Name: t -.4;2 Mailing Address: ro v lily m Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: . Email; r �C)G. Phone#: W V 4J 1 DESCRIPTION OF PROPOSED CONSTRUCTION Q6/yr Stl'I lrtllrP �IGr�rlitlnn l,]Gltaratinn l,_,IRcrn,Oir I—I rlcmril i+iron Estimated Cost`nf Project: -___. .—,..__..._.. iteratio.. . ....�.. ❑Other s T60 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes 1�510 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes []No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional la responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na ❑Authorized Agent Xbwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF 5Uff ..� oh�.-cl being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)heisthe _..._.D_ �..........� .,, (Contractor,Agent, Corporate mOfficer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this =day of l�Iny�mb�r , 20_'X —J4 -0C otary Pub . Ilc )L RACu Where the applicant is not the owner) I, .. ............... residing at... ...... ....... do hereby authorize. _ ...........to apply on my behalf to the Town of Southold Building Department for approval as described herein, _..._. ... ...._ .... .... ._ _.................................. Owner's Signature Date —Print Owne.r's...N.a.m. ..........._. _ .. z REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-31-3-11.8 Fv jected . gig B,ased airi I'lecitdreqJ Report Date 2022-10-10 Data Filename 2022_015 xx Oak Court.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Natural Gas — ..............................._..............._.........m. Glazing Area Percentage 14% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater xx Oak Court Tatsis Stelios Ocean CH, Inc. DAmaro Engineering East Marion, NY 11939 xx Oak Court 575 Smithtown Avenue Jerry DAmaro East Marion, NY 11939 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 44145 Insulated Shell Area (sq ft) 7821 The items below will be inspected f energy . Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 3232 Maximum UA 458 Your Home Energy Cost($/yr) 3105 Your Home UA 433 Better Than Code (Perf) 0.1% Better Than Code (UA) 5.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Rnof 1: R-39 SPF Ce 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 139 AG Wall 2: R15,FG1,4-16 307 15.0 0.0 24 REM/Rate ... III'l rideiii iii l Eneiu y7 Ainalysis and Ra iriill Software vl6.0. This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate ' which the home is built. in localjurisdiction the I further attest that I am a certified Home Energy Rater and affiliated with " a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. r A 4� mairo.............................. - ...... Name Title SSIginatur Date REM/Rate.. I' esiidei�°ftiaQ IFIA iiergy Arialysis aiind li,.atiriS Software v16aO This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 44145 Insulated Shell Area (sq ft) 7821 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 11 III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II 111 Face / Inset Comments/Location Ii'JII'!W/'ate.. IIF Md::ndalll Eiii,ieiirgy Analysis and R tinig ii::ftair:, '16.0. This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Co�de Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., East), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: East Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., East), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: East Comments/Location [ ] 7.. Window: U:0.30, SHGC:0.30 (9 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: East Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: West Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: West Comments/Location REM/ll'inte_ Resi:eritinl f!'iiRleirgy Analysis anid III'Iatfiiq Software v16.0 l This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (10 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: East Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (10 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: East Comments/Location Doors [ ] 1.. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate -Re i:ieritiii m Eirtergy Ark,Mysis r' III'ia ing'Softw w e 0 6.0 i This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Ene�rgy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Natural gas, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2207) f ] Visual inspection at rough for mandatory code air harrier and incidatinn featiirec_ Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate.. Residential tialll Ili:ureir;iy Aiirualysis aind Rating Softw ail'e v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 after the 24-hour period I is complote Let the tank stand for an Invert enclosurecover. ete plastEc or fiberglass) and have a sound elevation, let stand for 24 hours. Refill the tank. to the outlet In addltlonal 10-hour period. The tank is approved If water level is held far the I0-hour period. Nater pressure testing is 5.AI'1 pumps and float trees must be occessible and servicd recommended to be done onsite after installation. from access openings. i„L^A oNT5Nt�g c w mmTym�yOly d� q 9 I Gid S_ iu l8 4. The floats shall be attached to a Schedule 40 PVC, float that can be easily removed for service or adjustment. The f shall not be attached to the force main. I. Reinforced concrete shall have a minimum compressive strength of 5,000 pounds per square Inch (psi) at 25-days set. 5. The Popartment shall observe the pump system operate a normal operoting cycle. 2. Noll thickness shall be a minimum of three Inches unless the design has been certified N a thew York Licensed Professional b.ln^spection for leakage of the force main fittings will be mi Engineer as complying with ail appropriate requirements For thin during the pump test procedure. wall, construction. All walls,bottom and top shall contain reinforcing to reslst on applied force of 500 pounds per square foot (psf), 5. Pre-cast concrete sections shall be sealed with one (1) inch butyl rubber joint sealant which conforms to ASTM 0-990. 4. All sewer pipes shall penetrate the vertical sidoKoli of the tank and shall be sealed with grout or other means acceptable to the Department such as watertight sealed flexible joint and the pipe gasket fastened to the pipe with stainless steel retractable clomp(s).. 5. All joints shall be sealed so that the tank is watertight. 5ee section 5114,lS.IO. Tanks that are cast In place require prior e Department and must be certlf8ed a 'Licensed ro oil from th a v � p f' Professional Engineer. At a minimum,the floor and walls of a concrete tank must be manollthlcalfy poured. b. Whenever practical,concrete I./A OwT5 shod not be located within groundwater. for Installotions that care planed within groundwater,the bottom and side portions, up to I& Inches above highest recorded/expected groundwater elevation,of the l/A OWT5 unit shall be monolithfcally constructed, in cases where this Is not practicoble, the l/.A OWTS unit shall be water-proofed up to l Inches above the highest recorded /expected groundwoter elevation and leak tested to ensure tightness prior to operation. -S'. In cases when concrete tanks are installed in groundwater, the design professional shall submit buaoyoncy calcufations to prove the weight of the tank(with or without anchoring or the addition of ballast) will be of least f.5 times more than the welght of the water displaced. The buoyancy calculations shall be done using highest expected/recorded) groundwoter elevation with the tank empty,. 5oi'l cover on top of the Conk( ) shoill, not be considered when determining the amount of anchoring of bolliast weight required. ........._.... UFS U T HEALTH TENT AFFROVAL r _ 11 1 ,..• P�� a �� �d. .. l ” J: 'r" m Li" k DAT E 11/4/2022 �I l_;i R-22-1364 ^• � � - t3 I M m I 0) ® � 00 ..CL UJ UJ � N 40 Q 1- g TI \ vw� x F cs p z C%j LL All uitJ� Q N z a W �' p FW- FW- CW3 Lu O S1N3WWOD 7138; :Rva p,.. Z to to d dG J 1 �d 13 1� n m m s t M��Oti,L5oQ8 N LUX �• UA I � r it a i � tK OL YJ f Q y 1 41 f'1 •��V L_„�• "NIW.OI 'yf9�l 'NVh� p_\ 'NIH I �• s VWr s � lu N `��,. fi, ✓� x )-zQi OJ p m tY-Aoo QU�1 OIL exp o Fp and � taz 0.J o�� w (V Q Z W W d a.tj Q LL d aOwK �z i � ro Q z_ O0- I u 4CL m OI � I [Li — ... �1��. J.`dM3hITJQ'd02dd 1 I� I �If;0 r \ dlfl f I � j i � t I II w 1 I LU I � I / I .6� 1'zv3 7.00' J r ni� T � P