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Town of Southold 11/27/2023 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44773 Date: 11/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Oak Dr., Southold SCTM#: 473889 Sec/Block/Lot: 80.-1-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/2/2022 pursuant to which Building Permit No. 48416 dated - 10/19/2022 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: addition and alterations to existing single family dwelling as applied for. The certificate is issued to Schneider M Liv Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48416 11/27/2023 PLUMBERS CERTIFICATION DATED Auth ed Signat re j:'z= rho TOWN OF SOUTHOLD �y BUILDING DEPARTMENT h z ' TOWN CLERK'S OFFICE "may • SOUTHOLD, NY o � 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 #: 48416 Date: 10/19/2022 Permission is hereby granted to: Schneider M Liv Trt PO BOX 1750 Southold, NY 11971 To: Construct screened deck enclosure and window alterations to an existing single family dwelling as applied for. i4eied��tochange deck enclosure to conditioned,-habitablespac'e: 1�0 24=2�3 At premises located at: 325 Oak Dr., Southold SCTM # 473889 Sec/Block/Lot# 80.-1-32 Pursuant to application dated 9/2/2022 and approved by the Building Inspector. To expire on 4/19/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $315.20 CERTIFICATE OF OCCUPANCY $50.00 ELECTRIC $90.00 Total: $455.20 Building Inspector TOWN OF SOUTHOLD o�suFFU1�co7 BUILDING DEPARTMENT TOWN CLERKS 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 #: 48416 Date: 10/19/2022 Permission is hereby granted to: Schneider M Liv Trt PO BOX 1750 Southold, NY 11971 To: Construct screened deck enclosure and window alterations to an existing single family dwelling as applied for. At premises located at: 325 Oak Dr., Southold SCTM #473889 Sec/Block/Lot# 80.-1-32 Pursuant to application dated 9/2/2022 and approved by the Building Inspector. To expire on 4/19/2024. ✓ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $315.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $365.20 Building Inspector pF SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlinitown.southold.ny.us Southold,NY 11971-0959 4UNi`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Schneider M Liv Trt Address: 325 Oak Dr city:Southold 1 st: NY zip: 11971 Building Permit#: 48416 section: 80 Block: 1 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Dan Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X. Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Mini Split(1) Notes: Rear Enclosed Porch Inspector Signature: Date: November 27, 2023 S.Devlin-Cert Electrical Compliance Form OF SOUIyOIo - `.'`� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ZFO ATION 1ST [ ] ROUGH PLBG. ATION 2ND [ ] I ULATIOWCAULKING N /STRAPPING INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R TAL REMARKS: z cl JwA- DATE 1 Y INSPECTOR pF SOUIyo� � � l � ��� Vj�l••�'�i �/� # # -TOWN OF SOUTHOLD BUILDING DEPT. - �O • io `ycourmN 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [` ]. INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRU-CT_I.ON [ ]-"FIRE RESISTANT-PENETRATION ,A- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G �o At o- DATE 2�. � INSPECTOR � SOUTyOIo w r ��jj ZS # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE _C/O [ ] RENTAL REMARKS: � °'��"� 'JA 0 K- DATE S 7i INSPECTOR rzsf so TOWN OF SOUTHOLD BUILDING DEPT. courm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i (^)&-1 opt JD DATE Y INSPECTOR OF SOUIyOIo `I * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE A INSPECTOR OF 50UTyolo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/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: 4e,4 G)-D DATE INSPECTOR SOUlyolo !/� # TOWN OF SOlJTHO D BUILDING DEPT. `ycouffm 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: /' ®/c DATE INSPECTOR �� 1 -' _� ' R { rr � L � / ,l�.. y�, +,' �� ,--" r. -• _. � �t. �, 4 -- r i .. r i �> t�, .. :Y' � C� •,t�� +� �� . ` �. � 'aw T � � �.gyp �'J ti ), �Y- M r y i• 4 t t� • .ti t a l r .. a+ , fir. Fr �r 4D t .� ' _.et`,. t i�+�. ' �► r r _ .., .. ._ _ _. _ �� i ..�. 1 �'" � r ,f �,� t ,� �� �" � �� ♦ ` � '` �� I� 1� � � I I +Y11 r ,!� l � ��; ` � *J�� � � � � �. _ f� ^'� ,. � ` � ' \, w � ` 1� �. �, � v � � �, �' .��� � • + .. .,syjt `� e ` ♦� ' �j. _ f � 4 �• ,`� � �" �`� � � ��ry� f •�• �'.� ;7 �� 1 } � � ,., _ .,+ . �� r ,- � � � �°� .. << ,� _ ��, �r �, � - �� � 1 . , . �, -,r,. ; �h , , _ ,�. .� P �� .. A'c � a ', } � ��� .r� � i' �y�1T���1� +1 l�il �f �� t • +• �t � 1� • �� �� � � e j ,.\ 4 t .t r a a � FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ FOUNDATION 2ND ( ) ss ro z 2 L 6V ° t I � H ROUGH FRAMING& c O PLUMBING ? ' yi r INSULATION PER N.Y. H STATE ENERGY CODE 7 FINAL ` �� •O. • ADDITIONAL COMMENTS v J _a2- c6P-- c .0 Ve0- 1Da9 3 'a Ste c- ino- o548 10 2-9-2 3 Awlerxdq V m X ' ��.. y i x e _ b H OguFFO[��, OGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54175 Main Road P. O. Box 117� Southold,NY 11971-0959 'y • o�F" Telephone(631) 765-1-802 Fax (631) 765-9502 http§ //www.southoldtoLAM.gov = Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C fllr (//7 _ PERMIT NO. I I Building Inspector: 1 SEP 0 2 2022 Application's and forrris,must be,filled out in'theit entirety.,lncomplete ' BUILDING DEP-i; applicationswill'`nof:be'accepted, Where the.Applicant ls.notthe owner.an.: fpy,rd,,�(?F f,U•4.i..1,•! Owner's Authorization form(Page,2)'shnlI be completed:.; Date: -OWNERS)OF•PROPERTY Name: . .. .. :. .. :.. . .. .:. CTSCTM#1000- OQ f— Project Ad ess:. Phone#: It1l _.___.. _., 3 Email: _65 l Mailing Address: L CONTACTTERSON _ r . Name: . ._ __��_. --.__SG(,._�►. _C_(�Q,.�__-..._._._....-_......-.._..... _ .._.��lDr.. _..��_-_.,.�.d��_._...._.........____.._..___ Mailing Addres Phone#: Email DESIGN'PROFESSIONAI::INF'MAT.10 ` . . . 1 v Name: - Mailing- Address: GL4 --- - - ._.- . . -- - -- C -- G4i.©- .-uf--eta - Phone#: E ail: CONTRACTOR;'INFORMAT-10 : . Name: 7 Mailing Address: 9 .._. .._ ._. �V_ ....._..... �`__9l Phone#: Z.�Z`_�J '� / ._... ___ _..._..-__--_ Email: DESCRIPTION OF PROPOSED,CONSTRUCTION, - ❑New Structure Addition CJ'Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other 73"AC Ie— `Y�aa',��v $ &04 avo Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes No 1 \, II 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 resjZ4 this property? ❑Yes lZNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner%contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the"Building Department for the issuance of a Building Permit*pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable.laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)foe necessary.inspections.False statements made herein are punishable as a Class A misdemeanor pursuant'to Section 210.45 of,the New York State Penal Law. Application Submitted By(print name): V j (;SL���O, authorized Agent ❑Owner Signature of Applicant: v Date: ,5&D �. Z, _. �o _-_ _._.._.__.a..__..__.._._._�_-_..-.---- STATE OF NEW YORK) SS. ` COUNTY OF \ ) i(� �1, t being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign in ntract)above named, (S)he is the (Contrac or,Agent,C rporate Officer, etc.) of said owner or owners, and is duly authorized t erfor r 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 a�a day of Se , 20-2a to Public TnACCY F. OWYER ?VO-'ARY PUBLIC,S AATE OF NEW YORK NO.01 DMC,06900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLKCOUNTY OMMISSION EXPIRES JUNE 30,2 (Where the applicant is not the owner) �P residing at J OAP Ot do hereby authorize a)I_, k.ceT4�w to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o " BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaeM@southoldtownnv aov- : F seand ansoutholdtownnu aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name, ►-XJ kJ I c s C-41 Electrician's Name: tj -S b License No.: M r q7, Elec. email: Elec. Phone No: 4,4 6© .Colo 6 -2 3 z z oa MI request an email copy of Certificate of dompliance Elec. Address.: P, 6 , (3 ,c 3 19 Sd 71 JOB SITE INFORMATION (All Informatlon Required) Name: S C-A " C,-L ILL r- Address: 3 a S i v� �o„_K r 1.1 Cross Street: Phone No.: _ L Bldg.Permk#: email: ,�- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION QF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Circle All That Apply:I • S uam Footage: Is job ready for inspection?: ® YES aough NO [2 R In l�o� Final Do you need a Temp Certificate?. YES E NO Issued On Temp Information: (All information required) Se Ice Size❑1 Ph 3 Ph Size: A #Me rs OI M r# New Servi Fire Reconnect Flood Reconnect[Service R onnect Oundergroun verhead #Underground Late Is 1 2 Frame Pole Work done n Service? Y N Additionallnformati PAYMENT DU TH APPLICATIQN 1II �1 ) 1- 496 r ,,.•1 D% BUILDING DEPARTMENT-Electrical Inspector 4 TOWN OF SOUTHOLD ,� << Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Y _f-.. ,.:�; rogerraC7southoldtownnv.gov N sea nd0southoldtownnv nov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:`�.. ;-� c s �{�-�-,y-� r �� CUB.-�,�.c,�► �.�.� Electrician's Name: , �J, I J License No.: r V? 2 Elec. email: Gv i s&,It,e Elec. Phone No: MI request an email copy of Certificate of dompliance, Elec. Address.: P, Mai JOB SITE INFORMATION (All Information Required) Name: S C—A Address: 3AS �'bn v-,-- tj Cross Street: R r Phone No.: / _ Bldg.Permit#: qg-- t// /- email: ,�- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Circle All That A I • S care Footage: PP Y• Is job ready for inspection?: YES❑NO Rough In 110� Final Do you need a Temp Certificate?: �LCI YES FL]NO Issued On Temp Information: (Ali information required) Se ice Size®1 Ph 3 Ph Size: _A # Me rs Oi M er# ❑New Servi Fire Reconnect Flood Reconnect R onnect®Undergroun verhead #Underground Lat Is MI 2 Frame Pole Work done n Service? Y N Additionallnformati PAYMENT DLIEWTH APPLICATION PERMIT # Address: Switches Outlets . G FI's I I Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon I Micro Generator Combo I Q� 1 Cooktop Transfer 9 1 AH Hood Service Amps Have Used Special: Comments S.C.T.M. NO. DISTRICT, 1000 SECTION: 80 BLOCK: 1 LOT(S):32 I I MON. 254-601 LOT 42 r M OWM. ps O / w N�70321p011 E � ::....... c+ 904 U.P. Z� 0 MON. 1.7'S --:.m•:.N •:•:. ON. 9 BQP 0 a� LAND N F OF :::,ty�s' s CHRISTINE WASKO ^�' LOT 43 WOO :: : °i► ='•:'1 STY FRAME::•::•::::•::•:::::::::•:::•:::•. •( - •}-:-DWELLING #325 iii:is i:::c::c::i:^ Q_1 ................... =: p1� g SHED.to - -- - - :10.2',. LOT 45 LOT 44 N. LAND N/F OF DANIEL SARLUCA R N ' o - THE WATER SUPPLY, WELL$ DRYWELLS AND CESSPOOL LOC47IONS SHOWN ARE FROM RELD OBSERVATIONS AND OR DATA OBTAINED FROM 07HERS AREA:30433.27 Sq. Feet or 0.70 ACRES ELEVA77ON DATUM. MON. � UNAU7HOR12ED AL7ERA770N OR ADD17ION TO 7HIS SURVEY IS A WOLA770M OF SEC77ON 7209 OF THE NEW PORK STATE EDUCA7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 0.6E MON. S 6� ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777U71ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. N690 B 0� 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7H£STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 36'OU„ SCE- NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS / GIr ON AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY LAND N/F OF SS 00, SURVEY OF:LOTS 43. & 44 CERTIFIED TO: MYLES SCHNEIDER; JASON STOCK MAP OF.REYDON SHORES FlLED:JULY 2, 1931 No. 631 SITUATED AT:SOUTHOLD TOWN oF:SOUTHOLD KENNETH M WOYCHUB LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �r +vj P.O. Boa 153 Aquebogue, New York 11931 FF1 ¥221-85 SCALE:1"=30' DATE:JUNE 18, 2021 N.Y.S CSC NO. 050882 PHONE (831)298-1588 PAY(881) 298-1588 Generated by REScheck-Web Software Compliance Certificate Project Sunroom ( E Qr ��v}� Energy Code: 2018 IECC OCT 2 0 2023 Location: Southold, New York Construction Type: Single-family Project Type: Additions Climate Zone: 4 (5572 HDD) ' ." `. F 5'" t;r ;•.i r Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 275-325 Oak Drive Louis Schwartz Southold, NY Tiderunner Engineering & Design, PC 7 Rdgewood St Bay Shore, NY 11706 Compliance: Passes using UA trade-off Compliance: 8.2%Better Than Code Maximum UA: 85 Your UA: 78 Maximum SHGC: 0.40 Your SHGC: 0.29 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: Cathedral Ceiling 288 42.0 0.0 0.025 0.026 7 7 Wall:Wood Frame, 16" o.c. 420 19.0 0.0 0.060 0.060 16 16 Door: Glass Door(over 50%glazing) 20 0.290 0.320 6 6 SHGC: 0.19 Window: Wood Frame 117 0.300 0.320 35 37 SHGC: 0.31 Window 1: Wood Frame 15 0.270 0.320 4 5 SHGC: 0.29 Floor:All-Wood Joistirruss 288 30.0 0.0 0.033 0.047 10 14 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirem listed in the REScheck Inspection Checklist. Louis Schwartz 10/19/23 Name-Title Signat Date O o C wq�?�P� r W 2 77006 Project Title: Sunroom ESSI Report date: 10/19/23 Data filename: Page 1 of 9 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 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 ;❑Complies 103.2 documentation demonstrate ElDoes Not [PR1]1 energy code compliance for the (, :building envelope.Thermal i❑Not Observable envelope represented on i❑Not Applicable construction documents. 103.1, Construction drawings and ElComplies 103.2, documentation demonstrate i❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable 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 ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable yam; Manual] or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 2 of 9 i Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [F011]z �protect exposed exterior insulation ❑Does Not ,and extends a minimum of 6 in. below 110) grade. ❑Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. I❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 3 of 9 i Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, j 402.5 []Not Observable [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products! ;❑Complies [FR4]1 are determined in accordance U I❑Does Not with the NFRC test procedure or taken from the default table. ;[_]Not Observable ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ; i❑Complies [FR23]1 'installed per manufacturer's ; ODoes Not instructions. i J❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies [FR20]1 is listed and labeled as meeting ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 'or has infiltration rates per NFRC ;❑Not Observable '400 that do not exceed code ;❑Not Applicable limits. I 402.4.5 ,IC-rated recessed lighting fixtures: j❑Complies [FR16]2 sealed at housing/interior finish I ;❑Does Not and labeled to indicate <_2.0 cfm I' leakage at 75 Pa. i❑Not Observable 3❑Not Applicable 403.3.1 ;Supply and return ducts in attics j❑Complies [FR12]1 !insulated >= R-8 where duct is ;❑Does Not >= 3 inches in diameter and >_ 10) R-6 where < 3 inches. Supply and ;❑Not Observable return ducts in other portions of r❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter i❑Complies [FR13]1 boxes are sealed with 1❑Does Not joints/seams compliant with International Mechanical Code or {❑Not Observable International Residential Code, as i❑Not Applicable applicable. 403.3.5 Building cavities are not used as ;❑Complies [FR15]3 s ducts or plenums. ❑Does Not ❑Not Observable g ;❑Not Applicable 403.4 HVAC piping conveying fluids i R- R- ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not J below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC E❑Complies [FR24]1 'piping. +❑Does Not I ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- '❑Complies [FR18]2 >R-3. ❑Does Not 14 ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are; ;❑Complies [FR19]2 'installed on all outdoor air j❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 jJ Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ; Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ';• I❑Complies [IN13]2 !or the installed R-values ❑Does Not V provided. i[-]Not Observable �'❑Not Applicable j 402.1.1, Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable v ❑Not Applicable 303.2, Floor insulation installed per �❑Complies 402.2.8 :manufacturer's instructions and ` i❑Does Not [IIV2]1 :in substantial contact with the i I v underside of the subfloor, or floor; 1❑Not Observable 'framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous 'Insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a 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 ❑ Mass !❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation U requirement applies (FR10). ❑ Steel ❑ Steel '❑Not Applicable 303.2 Wall insulation is installed per {❑Complies [IN4]1 manufacturer's instructions. ( ;❑Does Not >❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 j Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- , R- ;❑Complies :See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood I ❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per PComplies 303.2 manufacturer's instructions. EDoes Not [F12]1 Blown insulation marked every 3 300 ft2. PNot Observable ❑Not Applicable 402.2.3 'Vented attics with air permeable #❑Complies [F]22]2 insulation include baffle adjacent r❑Does Not to soffit and eave vents that 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 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F117]1 'ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable j❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 'determine air leakage with ft2 ft2 1❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable •w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 i❑Does Not <=3 cfm/100 ft2 without air j❑Not Observable 'handler @ 25 Pa. For rough-in ❑Not Applicable tests,verification may need to pP icable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ;❑Complies [F124]1 by manufacturer at<=2%of ;01)oes Not design air flow. ; ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ;❑Complies [F19]2 installed for control of primary ;❑Does Not heating and cooling systems and initially set by manufacturer to ;[-]Not Observable code specifications. ;❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [FI10]2 on heat pumps. E❑Does Not tNot Observable ❑Not Applicable 403.5.1 Circulating service hot water E❑Complies [F]11]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 '',J Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 :All mechanical ventilation system p ;❑Complies [F125]2 fans not part of tested and listed S❑Does Not ; HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table i j❑Not Applicable 11403.6.1. ' ble 403.2 Hot water boilers supplying heat s❑Complies (F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ` ;❑Not Observable temperature based on outdoor ❑Not Applicable F temperature. I 7 403.5.1.1 Heated water circulation systems �❑Complies [FI28]2 have a circulation pump.The i i❑Does Not system return pipe is a dedicated return pipe or a cold water supply. ,❑Not Observable ;'pipe. Gravity and thermos-' f '❑Not Applicable %syphon circulation systems are i f not present. Controls for circulating hot water system i „pumps start the pump with signal;. `for hot water demand within the ! s s occupancy. Controls automatically turn off the pump 'when water is in circulation loop i is at set-point temperature and i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ; ;❑Complies [F129]2 ;:comply with IEEE 515.1 or UL ;❑Does Not 515. Controls automatically } adjust the energy input to the 1❑Not Observable heat tracing to maintain the i ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ;❑Complies [F130]2 systems have controls that g❑Does Not °manage operation of the pump and limit the temperature of the ' ❑Not Observable water entering the cold water UNot Applicable `piping to <= 104°F. 403.5.4 Drain water heat recovery units ;❑Complies [F]31]2 tested in accordance with CSA 7❑Does Not j 855.1. Potable water-side } pressure loss of drain water heat +❑Not Observable i recovery units < 3 psi for '❑Not Applicable individual units connected to one r. or two showers. Potable water- :.side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ;❑Complies [FI6]1 ;fixtures have high efficacy lamps. j❑Does Not I �❑Not Observable j ;❑Not Applicable 404.1.1 'Fuel gas lighting systems have '❑Complies [F12313. a no continuous pilot light. ;❑Does Not ❑Not Observable j ;[:]Not Applicable 401.3 'Compliance certificate posted. i❑Complies [F17]2 ❑Does Not 1❑Not Observable `'?❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2), 3 ; Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ;❑Complies [F118]3 ;mechanical and water heating ;❑Does Not systems have been provided. ' {❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunroom Report date: 10/19/23 Data filename: Page 9 of 9 2018 I ECC Energy Efficiency Certificate insulation Rating R-Va,lue Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.29 0.19 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments ROO-01 APPROVED AS NOTED 275-325 OAK DRIVE DATE o��B.P. # 1"Ilp SOUTHOLD, NY 11971 43�5-k BY �APSC'TM# 1000-80.-1-32 NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED zik"', GAP FOR POURED CONCRETE Y' 2. ROUGH-FRAMING,PLUMBING, �O STRAPPING, ELECTRICAL&CAULKING 3. INSULATION x� C p`T' 4. FINAL-CONSTRUC OR C.O.ECTRICAL MUST BE north fork modern home ALL CONSTRUCTION w design •draft•build L MEET THE REQUIREMENTS OF THE LCODES OF NEW ><� \ YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 631-876-5319 M711 nofomoho.com Kuck hirsch I , • .4 �I w' Y - COMPLY WITH ALL CODE , �• - _ . . ;= NEW YORK STATE & TOWN CODES ^���+ � PROJECT OVERVIEW REVERSE GABLE ROOF OVER EXISTING REAR AS REQUIRED AND COwmoNS OF DECK TO ENCLOSE;:PERIMETER WALLS,CASEMENT WINDOWS WITH SCREENS,STORM DOOR PROTECT FROM ELEMENTS.NO PLUMBING, T01 1BAk No HEAT,NO A/C.VAULTED PLANK CEILING,RESURFACE FLOOR TO --.SOUTHOLD MATCH EXISTING KITCHEN.ADD WINDOW IN LIVING ROOM FOR LIGHT. E�®' -�-�-'_ �,-•---- SOUTHOLDTOVVNKAMM AREA EXISTING PROPOSED man ..�.....-«.ter- ..� .-..--- f BASEMENT NA (UNCHANGED)(UNCHANGED) C, 1ST F NA (UN ED) SOUTHOLD TOMTRUS' '► GARALOOR NA ( CHANGED) -"3lI -----�' DECK 288 SQ.FT. (UNCHANGED) N.Y.S.DEC AddMond GENERAL NOTES Cerd icadom i`�. +--.y�, „� 1.All work and equipment shall be in accordance with current residential building ry lylii� P4qu {�& nodes for New York State,County and Local Building Department requirements and regulations,including all Utility Company requirements and all best trade practices. 2.Prior to starting work,the Contractor(s)or the property owner(s)shall file all the documents required by the Local Building Department,pay all fees required by local agencies,and obtain all required permits. 3.Prior to construction,the Contractor(s)shall visit the site and verify all dimensions and existing conditions affecting the work.Any discrepancies which would alter or a.2' o c c U PAN CY OR preclude satisfactory Completion the work described herein shall reported to the Contractor(s)or property owner(s). materials Do not start work or order materials until O.N W all such conditions have been examined and a course of action is mutally agreed c o upon.Failure to notify the property owner(s)or the Contractor(s)of unsatisfactory USE IS U NLAWLFUL conditions will be construed as acceptance of conditions to properly do the work. 4.All work is to conform to the drawings and specifications herein of the design WITHOUT CERTIFICATE consultant(s)and the engineers)of record.Before changes of any kind are made, the design consultant(s)and/or the engineer(s)of record must be notified in writing. S.The drawings herein are not to be scaled under any circumstances. o F o c c u PAN cY ffi.The Contractor(s)is to maintain a complete and up-to-date set of plans on the job site at all times. 7.The Contractors i (procedures:including storage,dumpster and toilet facilities,protection of existing 1 275-325 OAK R -- EXISTING � O's responsible for ascertaining and providing all prevailing Scale: NTS work to remain,access to work area,security of work area,hours of permitted work, availability of water and electric power,and all other conditions and restrictions for 275-325 OAK D R -- SITE PLAN this particular location in order to execute the work in a careful and orderly manner 2 with the least disturbance to neighbors and the public community in general. S.The Contractor(s)shall make the necessary arrangements for utilities and services Scale: NTS ELECTRICAL temporarily disconnected while performing the work as required. S.The Contractor(s)shall provide all dimensions,plans and cutouts for other trades. OWF.`r`KID�QD 10.The Contractor(s)shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11.Plumbing,electrical,HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The Contractor(s) shall be responsible for scheduling all other inspections as required. '12.The Contractor(s)is solely responsible for construction safety and shall hold the property owner(s),degign consultant(s),and engineer(s)of record harmless from any Ilitigation arising out of the failure to provide construction safety means and methods. '13.The Contractor(s)shall obtain all permits and insurance to protect the property owner(s),the design consultant(s),and the engineers)of record. 14.The design consultant(s)or engineer(s)of record are not responsible for the supervision,inspection,or administration of this construction project.All compliance with Federal,State and Local Zoning and Building Codes shall be the responsibility of the Contractor(s). 15,All electrical and mechanical components to be designed and specified by others. CONSTRUCTION NOTES 1.All footings shall rest on undistrubed soil at a minimum of 36"below grade. 2.Poured concrete shall have a minimum PSI of 2800 at 28 days unless noted. 3.Pilings shall be installed to a depth bearing agreed upon by an engineer, 4.Foundation designed for a soil bearing capacity of 2 TSF and grade less than 5%.All fill beneath concrete slabs to be compacted to 95%relative density. 5.Do not backfill against foundation walls until after floor system is installed. 6.Sill plates shall be treated wood,installed above 16 oz.copper termite shield. 7.Unless otherwise noted,all framing and structural wood components shall be#2 structural grade Douglas Fir or better. 8.All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and Two Family Dwellings (WFCM)or as specified in R 301.2.1.1. 9.All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 10.Fireblocking shall be provided in all wood frame construction in accordance w•.,, with NYS Code R 602.8 to form an effective fire barrier at all level penetrations. 11.Protective panels Shall be provided for glazed openings in accordance with NYS Code R 301.2.1.2 if they are required. 112.Provide flashing at all roof breaks,exterior doors,windows,skylights,etc. w " 113.All window and exterior door headers to be(2)2x8 unless noted otherwise. 114.All headers 6 ft.in length and over to be supported by double jack studs;all headers 9 ft.in length and over to be supported by triple jack studs. Unless otherwise noted,provide double headers and trimmers at all stair and floor openings,posts and parallel partitions. 116.All interior wall partitions to be typical:2x4 @ 16"O.C.with standard GWB; or 2x6 @ 16"O.C.with standard GWB for plumbing walls,as drawn. 117.All portions of the hew structure are designed to comply with local geographic and climate criteria as specified in the table below. > GEOGRAPHIC AND CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 20 PSI WIND SPEED 140 MPH a SEISMIC DESIGN CATEGORY I3 WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY i DECAY 2LIG HT TO MODERATE � � �� t WINTER DESIGN TEMP. 11 FLOOD HAZARD AS NOTED ti. PROJECT INFORMATION i. MYLES SCHNEIDER,OWNER (631)765-8672 SCHw y0 HUCK HIRSCH, DESIGNER (646)416-4096 oJ�S gpr�,t LOU SCHWARTZ, ENGINEER (631)839-4824 CONTRACTOR/BUILDER TBD n DRAFTED:5/15/22 REVISED: t^ = REVISED;5/24/22 RErVISED: �0 77006 ��� REVISED; REVISED: p'�OFESSIO�P�' 3 275-325 OAK DR -- PROPOSED- 3 A- 1 po Scale: 1/4" = V-0" L ` ' LV 13. , ;Ir COVER PAGE TObv, ;, 275-325 OAK DRIVE SOUTHOLD, NY 11971 SCITM# 1000-80.-1-32 north fork modern home design •draft•build 631-876-5319 nofomoho.com huck hirsch F&I II �I II KEY 1 (3) 1 3/4"x 9 1/2" LVL GIRDER II �� II NEW 12" SONOTUBE PIER NEW HEADERS, NEW 2x12 LEDGER NEW 6"x 6" POST GIRDERS,BEAMS II (LAG BOLT TO HOUSE II (I TECO NEW GIRDER) I NEW 24"x 24"x 8" PC FOOTING MIN. 36" BELOW GRADE OX WINDOW/DOOR TAG NOTE:All dimensions based on framing not finished walls. D4275-325 OAK DR -- FOUNDATION Scale: 3/16" = 1'-0" TYPICAL GABLE ROOF CONSTRUCTION GAF ASPHALT SHINGLES (MATCH EXISTING) NOTES 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" SYNTHETIC UNDERLAYMENT 2x6 T&G FIR ROOF DECKING (FOR NEW NEW ROOF EXPOSED AS CEILING OVER DECK) 1'-11 1 2" 1'-11 1/2" (3)1 3/4"x 9 1/2"LVL HEADER 2x8 ROOF RAFTERS @ 16" O.C. CANTILEVERED TO CORNER © Match existing window(size,trims,etc.)and pair with new header over both,finish to match triple In kitchen; modify and repair interior and exterior 11 /4" 7 3/4" - walls as needed. RESET EXISTING STAIRS ON NEW GIRDER NEW REVERSE GABLE ROOF 4" 4 1/2" 4 1/2" 4 1/2" 4 1/2" 4 1/2" 5 NEW DIAGONAL DOOR WALL �c (MODIFY AND REPAIR AS NEEDED) 2X10 RIDGE BEAM (2)2x10 HEADER LID C ALL WINDOWS A (3)2x6 JACK STUDS _ - — UNLESS OTHERWISE NOTED - BETWEEN END PAIR OF WINDOWS -:!!��t;t TYPICAL GABLE ROOF CONSTRUCTION 2x8 RAFTERS @ 16"O.C. Lo UNDER CANTILEVERED HEADERS I (3)2x6 JACK STUDS GAF ASPHALT SHINGLES (MATCH EXISTING) BETWEEN END PAIR OF WINDOWS SYNTHETIC UNDERLAYMENT 3'-3 1/8" A PROPOSED DECK WALLS - A _ UNDER CANTILEVERED HEADERS 3/4" PLYWOOD SHEATHING over 3/4" FURRING STRIPS 12 cV (ENCLOSE EXISTING DECK) 1 N ------- (FOR NEW ROOF OVER EXISTING ROOF) 6�--- NEW (2) 1 3/4" x 7 1/4" LVL HEADER - 4 1/2" (3)2x6 STUDS JACK-KING-JACK T_ co d 2x8 ROOF RAFTERS @ 16" O.C. SAME BETWEEN ALL WINDOWS 'It M UNLESS OTHERWISE NOTED q _ � A (3)1 3/4"x 9 1/2"LVL HEADER SLOPE -- _ N - � i'I CANTILEVERED TO CORNER — x12 LAYO 2VER VALLEY EXISTING WINDOW Cf) -- -- B _ r717 7N NEW WINDOW TYPICAL 2x6 EXTERIOR WALL CONSTRUCTION EXISTING -- EXTERIOR SIDING TBD BATHROOM ,_ (3)2x4 STUDS SUPPORTING HEADERS < 3/4"Advantech SHEATHING EXISTING JACK-EXISTING KING-NEW JACK K5SYNTHETIC UNDERLAYMENT BETWEEN EXISTING AND NEW WINDOWS — 2x6 STUDS ------- K INTERIOR SIDING TBD > EXISTING GABLE ROOF EXISTING EXISTING EXISTING GABLE ROOF LIVING ROOM KITCHEN EXISTING 2-CAR GARAGE > > WINDOWS and DOORS — EXISTING Andersen R.O. 36 1/2"w x 53 3/8"h FOYER O CXW145 U-VAWE:0.29 SHGC:0.31 casement window OAndersen R.O. 36 1/8"w x 48 7/8"h B TW210310 U-VAWE:0.28 SHGC:0.30 EXISTING double-hung window L > >< BEDROOM O C D � inswing" door BATHROOM t oor R.O. 36"w x 80"h X H interchangeable glass and screen panels W Q m NOTE:ALL WINDOWS ARE EGRESS WINDOWS ------------------- --------------- --_J PROJECT INFORMATION 275-325 OAK DR -- PLAN 275-325 OAK DR -- ROOF MYLES SCHNEIDER,OWNER (631)765-8672 HUCK HIRSCH, DESIGNER (646)416-4096 5 Scale: 3/16" :-- 1'-0" 6 Scale: 3/16" = 1'-0" O LOU SCHWARTZ, ENGINEER (631)839-4824 EXISTING EXISTING oJ�S SCHw .j� CONTRACTOR/BUILDER TBD BEDROOM BEDROOM * v 1 DRAFTED:5/15/22 REVISED: n REVISED;5/24/22 REVISED: REVISED; REVISED: `A 77006 �? p� SS10NP� ,A- 1 01 VIEWS 275-325 OAK DRIVE SOUTHOLD, NY 11971 SCTM# 1000-80.-1-32 north fork modern home — design•draft•build NEW 2x$ RAFTERS @ 16" O.C. 631-876-5319 nofomoho.com huck hirsch [(2) NEW 2x6 COLLAR TIES — — 00 NOTES L0 O O O O O 0 p N , 80 ' © Match existing window(size,trims,etc.) rCD ' Fw7� gREL � CATE EXISTING AIRS (3) 1 3J4 x 9 1J2 LVL GIRDER (MODIFYOAND REPAIR S NE NEEDED) GRADE 3uar-Js , ra IS � S+GUrs rf d NEW 6 x 6 POST 9ui re 6ta pek 2 02o Rmia(((*W Code. aF CEW 12" SONOTUBE PIER hyCj dEc4w{15 M11 R312 NEW 24"x 24" x 8" PC FOOTING MIN. 36" BELOW GRADE D7275-325 OAK DR -- SECTION Scale: 1/4" = 1'-0" TYPICAL GABLE ROOF CONSTRUCTION GAF ASPHALT SHINGLES (MATCH EXISTING) SYNTHETIC UNDERLAYMENT TYPICAL GABLE ROOF CONSTRUCTION 3/4" PLYWOOD SHEATHING over 3/4" FURRING STRIPS GAF ASPHALT SHINGLES (MATCH EXISTING) (FOR NEW ROOF OVER EXISTING ROOF) SYNTHETIC UNDERLAYMENT 2x8 ROOF RAFTERS @ 16" O.C. 2x6 T&G FIR ROOF DECKING (FOR NEW NEW ROOF EXPOSED AS CEILING OVER DECK) 2x8 ROOF RAFTERS @ 16" O.C. 0 O O A O c , OLMJ LJOI , NEW LATTICE SCREENING ALL SIDES, GIRDER TO GRADE 275-325 OAK DR -- NORTH ELEVATION 275-325 OAK DR -- SOUTH ELEVATION WINDOWS and DOORS 8 Scale: 3/16" = 1'-0" 9 Scale: 3/16" = 1'-0" O Andersen R.O. 36 1/2"w x 53 3/8"h CXW145 U-VALUE:0.29 SHGC:0.31 casement window OAndersen R.O. 36 1/8"w x 48 7/8"h B TW210310 U-VALUE:0.28 SHGC:0.30 double-hung window Custom Door R.O. 36"w x 80"h © "inswing"storm door interchangeable glass and screen panels NOTE:ALL WINDOWS ARE EGRESS WINDOWS PROJECT INFORMATION A B �� f- (631)765-8672 MYLES SCHNEIDER,OWNER SCH{y Dip HUCK HIRSCH,DESIGNER (646)416-4096 S, 4,p, '� LOU SCHWARTZ, ENGINEER (631)839-4824 STRIP BACK EXISTNG SIDING INSTALL VYCOR CORNER FLASHING01:31Z11:3[:3 * CONTRACTOR/BUILDER TBD (MODIFYAND REPAIR AS NEEDED) '— ___ DRAFTED:5/15/22 REVISED: REVISED;5/24/22 REVISED: 77006 ��� REVISED; REVISED: GRADE SSIONP� 10 275-325 OAK DR -- WEST ELEVATION Scale: 3/16" = 1'-0" A- 1 02 SECTION / ELEVATIONS 275-325 OAK DRIVE SOUTHOLD, NY 11971 SCTM# 1000-80.-1-32 Nail Sizes Joint Description (common nails U.O.N.) Nail Spacing ROOF FRAMING GIRDER AS SPECIFIED ' ' = Rafter to Top Plate(Toe-nailed) 3-8d per rafter r - _ Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist BLOCKING PER ;I'. - Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap MANUFACTURES SPEC. Ai Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap o (1)CS18 METAL north fork modern home JOIST AS SPECIFIED Collar Tie to Rafter Face-nailed 2-8d per tie STRAP PER STUD METAL HANGER PER S 1 CS18 METAL STRAP Blocking to Rafter(Toe-nailed) ) 2-8d each end ° ° Nwl AILS PER END design draft•build MANUFACTURES SPEC. PER STUD w/(8)8D Rim Board to Rafter(End-nailed) 2- 16d each end COMMON NAILS PER 12" WALL FRAMING 631-876-5319 END LENGTH Top Plate to Top Plate (Face-nailed) 2- 16d 1 per foot ° huck hirsch nofomoho.com Top Plates at Intersections(Face-nailed) 4- 16d joints-each side 1 Typical Joist Hanger -- Stud to Stud(Face-nailed) 2- 16d 24"o.c. Not To Scale Header to Header(Face-nailed) 16d 16"o.c. along edges ANCHOR BOLTS Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud RAFTER 2- 16d per 2x6 stud -`� 2- 16d per 2x8 stud (1)SIMPSON H2A STRAP PER 1,2 MASONRY WALK RAFTER w/(12)8d COMMON NAILS Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2 - 16d per foot • WALL PLATES (Face-nailed) Dry 1 Z DTT1 Z -- 7501b,Assembly - Condition t -Holdown Carrot Be Matalkd s Fkish with Wall Shea STUD WALL FLOOR FRAMING 1 ., -- - �V Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist Urt+lee some the DTT1Z seat a not req uiiiiiiia Bridging to Joist(Toe-nailed) 2-8d each end a4 y to bow or ��,be inmillied Blocking to Joist(Toe-nailed) 2-8d each end away from the*a to account for non-strtickwat ANCHOR BOLT 3'rnarl � � ,'� ,�� Rafter/Plate/Stud Connection Blocking to Sill or Top Plate(Tos-nailed) 3- 16d each block i1 s4 tg,joist int or other oondtiom a'O.C. (TYPICAL) First Floor & Sill Anchors /� DRiwrtai'slde-fntwlm 2 12" FROM CORNER Ledger Strip to Beam (Face-nailed) 3- 16d each joist $ il rrLaltion LQf1�' "e" 10fg t° a Not To Scale mnimu a of 3'thrsed by a furls threaded Not TO Scale Joist on Ledger to Beam(Toe-nailed) 3-8d per joist 3°mrn t screw a Stroerg-Drfi+e sovvH Tlmtaer-ta,c f+DG Band Joist to Joist(End-nailed)) 3- 16d per joist " "" x screw into the watt frarn+ng Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 1 per foot ► 1t t 7 Conditiones 2-Top of Wall Plate Do Not ROOF SHEATHING Do not over drive Align with Bottong of Deck Joist ,:' anchoring screw The 201 18 PC det&sty a► wn instaiiiied WALL STUD Structural Panels 8d SEE NAILING SCHEDULE on the batten of the joist.Howmer,the DTtIZ _.._. Predrill yea-diameter hale for fully threaded was tested and dMioped using 1 4"fasteners Into lap screw.Predrilling not required with Diagonalmarrow or wide 1reDe of � Diagonal Board Sheathing 3 2 3 3 2 ; r Strong-Drive SDWH Timber-Hex HDG screw. atlawriry the DTTIZ to installed at any t limsitiorF 1"x 6"or 1"x 8" 2-8d per support along Header & Post Tie Downs the depth of the joist. 7 Not To Scale 1"x 10"or wider 3-8d per support FLOOR JOIST CEILING SHEATHING Gypsum Wallboard 5d 7"edge/ 10"field 2 1 2 2 t 2 11 WALL SHEATHING I WALL STUD Structural Panels 8d (see table 3.9) } (1)CS18 METAL Fire ResistanCe Fiberboard Panels STRAP PER STUD -ire i,iazard CIas-si tCatiori 7/16" 6d 3"edge/6"field w/(8)8D COMMON _ 25/32" 8d 3"edge/6"field 2 0 2 s NAILS PER END Intet of Wall Gypsum Wallboard 5d 7"edge/10"field Gdav RRCf P an. '0 tc 15 dCegrgeS SHEATHING Hardboard 8d (see table 3.9) NOTE: SIDING Particleboard 8d THIS DETAIL IS APPLICABLE 2'x 4'FRT,Stud 4' + 3� Tyre X'Jrp a oard Panes (see table 3.9) WHERE FLOOR JOISTS ARE FLASHING FOR 3 Stud Straps @ Second Floor Box Diagonal Board Sheathing PARALLEL TO DECK JOISTS. /// WATERTIGHTNESS Not To Scale 1"x 6"or 1"x 8" 2-8d per support / DECKING p Ppo 2 1"x 10"or wider 3-8d per support tAA'fERr.ALS TIME FLOOR SHEATHING APPROVED JOIST HANGERS 5-II" Type X Gyl 4um Board 4D 2'MIN. 2x LEDGER WITH FASTENERS Wood Studs(16"v.c.? 20 Structural Panels IN ACCORDANCE WITH TABLE R507.2 1"or less 8d 6"edge/ 12"field FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED CARRIAGE BOLTS Tpt�l Raging SD greater than 1" 10d 6"edge/6"field 2 2 ALONG DECKAND CVENLY DISTRIBUTED HIN IB OF EACH (2)2X GIRDER Diagonal Board Sheathing END OF THE LEDGER.HOLD-DOWN DEVICES 1"x 6"or 1"x 8" 2-8d per support SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. 1"x 10"or wider 3-8d per support WOOD POST AFULLYTHREADED'!®"D�AMETERLAG 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing Is SCREW PREDRILLED W/MIN.3'PENETRATION °• POST ANCHOR nailed 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural 3 2 2 3 TO CENTER OF TOP PLATE,STUDS,OR HEADER. members shall be doubled,or alternate connectors , such as shear plates , shall be used to maintain the load r~orsa:t inch=25.4mm. path. 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be CaAe Rry.. P an n to 10+ems FIGURE R507.2.1(2) ' CONCRETE PIER permitted to be reduced to 1 - 16d nail per foot. PLACEMENT OF LAG SCREWS AND DOLTS IN SAND JOISTS ROOF SFEATH NG NA L NG HECU E 4 Deck Railing/Post Anchor Zone 1 Zone 2 Zone 3 Not To Scale F E C 12'C.C. 14 O'C 3"0 C. EDGE e"O.C. 4"O v 3.O C. CS18 METAL STRAPS w/(8)8D COMMON NAILS A-L'12'EXTERIOR PL�`e^+'OOD�a"aALL SHEA-HIn:C TO 8E SECURED WITH 8D CO*,'�."ON NAILS-2`t2"X 1C 117 GA..PA"=RN AS INDI-1A-EC ABC`JE FLOORS PER 12"END s I fni FOR ADD-;G'JAL STRU'TJRA'-NAI:JNG REC`U:REMEf TS.FEFER-O "FASTEN NG SCHEDULE FOR STRLC7URAL 'EMBERS"-NEIN YORE(STATE BLOCKING COOS 300K. ° Z. STAGGER FASTENERS Nil "�IN 2 ROWS RIDGE BEAM 9 Simplified Roof Sheathing Nailing Schedule ® ® ® 5.5'MIN.FOR 2 XS' 'DISTANCE SHALL BE PERMITTED TO Not To Scale s" 5.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS ® ® ® 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. BAND JOISTS. 5 Rafter Straps LEDGER LAG SCREW OR BOLT 314'MIN. Not To Scale For SI: I inch=25.4 Mm, FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS WOOD BEAM e ° o STEEL PLATE — STEEL COLUMN STEEL COLUMN PROJECT INFORMATION ` I I STEEL PLATE MYLES I ... Il HUCKHIRSCH,IDESIGNER OWNER (646)416-4096 SCHW r� LOU SCHWARTZ,ENGINEER (631)839-4824 " V qp �� CONTRACTOR/BUILDER TBD J< CONCRETE PIER DRAFTED:5/15/22 REVISED: 4 c'� REVISED:5/24/22 REVISED: REVISED: REVISED: 275-325 OAK DR -- CEILING DETAIL° i At006�P`'�`�� 11 Scale: 1/2" = 1'-0" FSSIO 6 Porch Beam/Column Anchor Not To Scale A- 1 03 DIAGRAMS 4Z 4 1 (o --Road AMENDMENT 10-aq-_23 - 060f wed 66) 275-325 OAK DRIVE SOUTHOLD, NY 11971 SCTM# '1000-80.-1-32 NEW TYPICAL GABLE ROOF CONSTRUCTION GAF ASPHALT SHINGLES (MATCH EXISTING) SYNTHETIC UNDERLAYMENT 2x12 ROOF RAFTERS @ 16" O.C. R-42 INSULATION THROUGHOUT north fork modern home (7 1/2" CLOSED CELL SPRAY) -- -- -- --___- __ design"draft•build - - - - - 631-876-5319 — -_ 2x6 T&G FIR ROOF DECKING nofomoho.com huck hirsch ------- (EXPOSED VAULTED CEILING), y04 -- A -- A - -- A --- A - A - -- NEW TYPICAL 2x6 EXT WALL CONSTRUCTION 5 CL APBAORD CLEAR CEDAR SIDING NEW CLICK-DOWN FLOORING BLUESKIN UNDRLAYMENT PROJECT OVERVIEW:REVERSE GABLE ROOF OVER EXISTING REAR ---- " TO MATCH EXISTING KITCHEN - - -- — =- 3/4"ADVA K NTECH SHEATHING TO ENCLOSE:PERIMETER WALLS,DOUBLE HUNG WINDOWS L--- WITHSCREENS,STORM`^ a~ 1yN +w�x ^ H`' s r Y'`` ' " '�' `•r 2x6 STUDS INDEPENDENT VAULTED UNIT.V DLTO D PNANK CEILING,RESURFACE FLOORR-19 INSULATION THROUGHOUT ,, - TO MATCH EXISTING KITCHEN. • , NEW 3/4"ADVANTECH T&G SUBFLOOR - ire -- —---- AREA EXISTING PROPOSED . k. b. # •; w f > 'm, ----- -- ----- -- - -- - — - _��_� BASEMENT NA (UNCHANGED) EXISTING DECK GIRDERS _• "' � - -•• + •r.+'ta3r � HANDRAILS, GUARDRAILS 1ST FLOORNA (UNCHANGED) ___— - �— 43„W GARAGE NA (UNCHANGED) � 4 DECK 288 SO.FT. ANCHOR TO NEW FOUNDATION WALL EN�RAI (UNCHANGED) _ •* y ,_ 7 3/4 H RISERS, 13 1/2 D TREADS NEW R-30 INSULATION THROUGHOUT - - - - - - - -- - -- T -_. - ---- -, NEW 8" CMU FOUNDATION WALL ___ __ _ _ _- _---_- - - NEW 2" P.C. DUST SLAB (MIN. 36" BELOW GRADE) - WITH 6 MIL. VAPOR BARRIER 1 OTES pin - ---- son Gill "� NEW 24"x 24"x 8" P.C. FOOTING "As built"amendments to pages A-100 through A-103 (MIN. 36" BELOW GRADE) filed and permitted 10/19/22 under permit#BP48416. ALL"as built"dimensions as original permitted plans. 275-325 OAK DR -- SECTION AS BUILT Scale: 1/4" = 1'-0" wt " tiwB•" -A ` EXISTING KITCHEN Andersen R.O. 36 1/8"w x 52 7/8"h OTW21042 U-VALUE:0.3 SHGC:0.31 f -- 400 series Low-E4 glass NFRC 024 Custom picture window I , I , Therma-Tru R.O. 36 3/8"w x 80"h %„ © S2000-LE U-VALUE:0.29 SHGC:0.16 33 Smooth-Star Low-E glass A brc 275-325 OAK DR -- EXISTING DECK BEFORE PERMIT =g ° O VELUX R.O. 21"w x 45 3/4"h 00 Scale: NTS D De kmounFixed Low-E glass 0.44 SHGC:0.26 I I I — I 0 I , A A I (AS BUILT) I N I I I I I I I I I I I je A SPLIT-SYSTEM HEAT PUMP <H> C I -- I I CONFORMS TO ANSI f UL STD_194�I 0 V5 CERTIFl EO TO I Ib B B A — CAkI CSA$i,q. I Intertek C22.2 NO.21 9700058 L------ MODEL MXZ-3C24NAHZ3_ SERVICEREF. MXZ•3C24NAHZ3.U1 VOLT$ P44SE a,, MAX.VOLTAGE 253 ' N UNIT SUPPLY W8/230 1_60 MIN.VOLTAGE 198 24'- APPROVED FOR HACR FIRIEAKERS OR TIME DELAY FUSES. MAX FUSE 40 AMPS MIN,CIRCUIT AMPACITY 30.5 NEW TYPICAL GABLE ROOF CONSTRUCTION -- F.L,A. W'OJlPtI) FAN MOTOR 2.43 88 GAF ASPHALT SHINGLES (MATCH EXISTING) COMPRESSOR 20.0 _28.B SCG"R_;`'_..kA SYNTHETIC UNDERLAYMENT REFRIGERANT R410A 2x12 ROOF RAFTERS @ 16"O.C. 275-325 OAK DR -- PLAN AS BUILT FACTORY CHARGED 8 8.4 T3 CP.'. R-42 INSULATION THROUGHOUT ' ` /� IF THE LIQUID LINE EXCEEDS �4 rT., PLJS 1 08 OZ. �I 4 Scale: 1/4" = 1'-0" .PER ADDITIONAL SFT.LIQUID LINE. (7 1/2"CLOSED CELL SPRAY) OFSIG�LPRESSURE'TDTAIPSGCHARGEt HI SIDE EOS ra 320_ EO S01 __ ., . PP B B � SUITABLE ft)R OUT04r3R iN,TALLATK)N. .w wrrww��wyws,�w�.,+a».,. WEIGHT 189_E9S' a .!SeQ S�HIALN0.,26P1 " MrreummFe rEECTT✓1C pplpCpATK711 ti MADE IN THA1LAND I] DWG:NO.VG70G626N17 F - NEW TYPICAL 2x6 EXT. WALL CONSTRUCTION AELECTRtc"t <H> SPLIT-SYSTEM HEAT PUMP CONFORMS TO 5" CLAPBAORD CLEAR CEDAR SIDING ANSI,UE STD 1995 SERVICE REF. MSZ-GL12NA-,�•1 ���(\��\/_/�j CANICSA STD ., •.:: .,. ,. , '*. `. : NE MODEL MSZ-GL12NA D��..wi CERTIFIED TO BLUESKIN UNDRLAYMENT vats wusc . C22 2 NO 236 3/4 ADVANTECH SHEATHING MAX.VOLTAGE 253 MIN VOLTAGE 181 4007805 . It Q^ UNIT SUPPLY zoea30 I qp Intertek NEW STAIRS, 2x6 STUDS NJ �I j/r� DISCONNECT SWITCH 15A MIN.CKT AMPACITV I 0 HANDRAILS, GUARDRAILS R-19 INSULATION THROUGHOUT AN FAN F FANAN M MOO* * EDFDRI " ERSDR TIME DEtPIYFUSES a 7 ❑ TOR 016- w PVT1 s M 43"W BETWEEN RAIL) r— W REFRIGF'1P..NT R410A DESIGN PRESSURE WI PSIG (V 'TWS UNIr.S,NTENOED ONLY FOR FREE.AIR DISCHARGE. >PET< 7 3/4" H RISERS, 13 1/2" D TREADS �^ 2 WEIGHT _ LRS SERIAL NO 25E 1a546 MADE w MEXICO 77006 MITSLOSH B WRic CORPORRKWN OAo.NO J079I565/407 Q 4: AROFESSIONP� NEW PATIO HARDSCAPE """ WRAPAROUND PATH TO DRIVEWAY y,t D (� 4 Yf3';'X'., .r......... ON 2' CRUSHED CONCRETE (RCA) 1 PROJECT INFORMATION MYLES SCHNEIDER,OWNER (631)765-8672 HUCK HIRSCH,DESIGNER (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 2 275-325 OAK DR -- 3D RENDERING AS BUILT) DAVE KIESGEN,BUILDER (212)851-6752 Scale: 1/411=1'-0" DRAFTED:8/25/23 REVISED:10/11/23 REVISED: 275-325 OAK DR -- ROOF DETAIL AS BUILT 5 Scale: 1/8" = 1'-0" A- 1 04 AMENDMENTS