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HomeMy WebLinkAbout46172-Z �O��pF SOUT�O`o Town of Southold * P.O. Box 1179 �0 53095 Main Rd COUNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45924 Date: 02/01/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 330 Village Ln Orient, NY 11957 Sec/Block/Lot: 25.4-8.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/10/2020 Pursuant to which Building Permit No. 46172 and dated: 04/30/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to: Theodore Harris ,Deborah Wogan Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 46172 08/30/2022 PLUMBERS CERTIFICATION: Ethan Romanelli 11/26/2024 Aut 0 zed ignature SOUTyo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46172 Date: 04/30/2021 Permission is hereby granted to: Renewal Date: 09/20/2024 Theodore Harris PO BOX 594 Orient, NY 11957 To: construct additions and-alterations to existing single-family dwelling as applied for per Landmarks approval. Premises Located at: 330 Village Ln, Orient, NY 11957 SCTM#25.4-8.2 Pursuant to application dated 12/10/2020 and approved by the Building inspector. To expire on 09/20/2026. Contractors: Required Inspections: Fees: Renewal Fee $297.90 Total $297.90 Building Inspector O�COFF04.." TOWN OF SOUTHOLD ,a y BUILDING DEPARTMENT co. TOWN CLERK'S OFFICE oy . 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#: 46172 Date: 4/30/2021 Permission is hereby granted to: Harris, Theodore &Wogan, Deborah 3805 Alvahs Ln . Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per Landmarks approval. At premises located at: 330 Village.Ln, Orient SCTM #473889 Sec/Block/Lot# 26.-1-8.2 Pursuant to application dated 12/10/2020 and approved by the Building Inspector. To expire on 10/30/2022. . Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $420.80 CO-ADDITION TO DWELLING $50.00 Total: $470.80 Building spector J�pF SO(/r�,Ql , 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 QlyCOIUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Theodore Harris Address: 330 Village Ln city:Orient st: NY zip: 11957 Building Permit#: 46172 Section: 25 Block: 1 Lot: 8.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59662ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 10 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 2 Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 2 Switches 16 4'LED Exit Fixtures Pump Other Equipment: floor heat, warming drawer, fridge, oven, gas cooktop, micro, hood, dw, w/d Notes: kitchen, bath and dining room extension Inspector Signature: Date: August 30, 2022 S. Devlin-Cent Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road :. P.O.Box 1179 Southold,NY 11971-0959 w BUILDING DEPARTMENT DEC 1 D 2024 °� TOWN OF SOUTHOLD B€7 puling u3ep-ar'imppe-nt CERTIFICATION Date: Building Permit No. 14 Owner: �eo y o c-,e - �,-�GCS S (Please print) Plumber: `5,t��p4\ 1 W (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this t0 day of h2C& 1, 20 A � Z't7 L V sejldx3 uolssIWWOO AlunoO III S uI Pelilleno 0908869 ' 0'ON Notary Public, County 5IJo�nnaN;o a;e;S'ol d tie;oN tY HONne*a.31NNO CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified In Suffolk County C/ Commission Expires Aprll 14,2 �b 0FS0UTyolo �l Y/ 1 - Z 7550 f # TOWN 'OF SOUTHOL-D BUILDING DEPT. �ycoum, 765-1802 -- [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ } INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION --ELECTRICAL (ROUGH) [ - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O -REMARKS: kJ'_�V4 a4 ....................................... DATE INSPECTOR - 50UTyO� 'F * TOWN OF SOUTHOLD BUILDING OEPT.- ro cou 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST ( ] 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: boA 0 ra)-e-cl ,ro r /-4 A I ei-- ./I a � f iA- DATE INSPECTOR o�00F SOUlyO 7 30 Y ` I I 3 f # TOWN OF SOUTHOLD BUILDING DMPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL WI&A REMARKS: Ir .A DATE Q 2Z INSPECTOR OF SOUIyo� * * TOWN OF SOUTHOLD BUILDING DEPT. `yCOUNi10 631-765-1802 qwl-7y' INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] .I 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: G C04� M N� Ede k-.000' L DATE INSPECTOR Bunch, Connie From: Fuentes, Kim Sent: Monday,January 27, 2025 9:17 AM To: 'Frank Uellendahl' Cc: Bunch, Connie Subject: HPC - Harris - 330 Village Lane, Orient- Photos below- HPC Compliance Hi Frank, Attn: Connie During the HPC Meeting of January 23, 2025, the Commission reviewed your submission, which included photographs of the above subject finished project and communicated their satisfaction. They further indicated that the Certificate of Occupancy may issue. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 k&j southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 From:Allan Wexler<awexlerstudio@gmail.com> Sent: Monday,January 27,2025 8:42 AM To: Fuentes, Kim<kim.fuentes@town.southold.ny.us> Cc: McGivney,Julie<juliem@southoldtownny.gov>;Anne Surchin<surchin@mac.com>; Daryl Ketchum <roamingbuffalo8@aol.com>; David Mammina<dmammina@h2m.com>;Jeri Woodhouse <Jeriwood house @gmail.com>; Marina DeConciliis<marina@ m karchitect.com> Subject: Re:SECOND REQUEST- HPC 330 Village Lane,Orient- Photos below-Second Request I went to the property at 330 Village Lane and the Split system compressors are not visible from any public right of way so I approve the application to move toward a Certificate of Completion. Best, Allan 1 Happy New Year! Dear Kim, Connie is preparing the CO for the above referenced property(HARRIS), She asked me to send you photos of the finished addition for final HPC approval. Many thanks, Frank ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. • s !� 1111 a M �, � t }; !-era t � .��+lL'� _ _ -' F i t ��, .. ZI -. -k. � �"tu��•.ate _.,,, = � 3y • ,- � k �� rh'. Y � RON Y r P 1 1 7 x � q f _ - ago SON ■n! b ^ . Bob— I Allan Wexler www.aIlanwexlerstudio.com https://en.wikipedia.org/wiki/Allan Wexler https://www.instagram.com/allanwexlerstudio/ https://www.ianelombardgallery.com/ 87 Smith Street - 10D Brooklyn, NY 11201 10900 North Bayview Road Southold, NY 11971 8 Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.680.0041 e: frank.uellendahl@gmaii.com October 11,2024 Submitted to: Building Inspector's Office Town of Southold Project: Addition to the Harris Residence at 330 Village Lane in Orient Owners:Ted Harris& Debbie Wogan Permit#46172 VARIOUS INSPECTIONS AT 330 VILLAGE LANE, ORIENT As the architect on record I visited the construction site on a regular basis in order to inspect progress and often times to answer questions by owners and contractor. At the request of the owners I supervised the Foundation and Damp Proofing, Framing and Strapping, Insulation and rough Plumbing. As a licenced architect in NYS I hereby certify in my professional opinion that the work described above was executed as per NYS Residential Code and the architect's specifications. n erely, - UDC F ank Uellendahl, RA � �0 ; " 021 CS RE OCT 1 1 2024 T0'N-N b +' FIELD:INSPECTION REPORT -DATE C6M1ViEN>'S FOUNDATION(1ST) �1 H l J FOUNDATION`(2NA) • • z ROUGH FRAMING:& .•. .. �y PLUMBING F.' • �r INSULATION.PER N.Y. STATE'ENERGY CODE t7 Ip ' IA V �✓l FINAL. .ADDITIONAL C.03VIM1YIENTS . - ; P -o Ztopz ` Fov n • rr�i�� � u )in, .oguFFolr�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT 1 e 5 3~5 Main Road P. O. Box 1179 Southold Town Hall Annex 4 7 ,NY 11971-0959 oy0 ao� Telephone (631)765-1802 Fax(631)765-9502 hops://www.southoldtownngov A y f ,F �`� � 9 0 i51P J Date Received ._,. APPLICATION FOR BUILDING PER F r ice Use Only • h 1 PE MI :N'o- ilding lnspecto '- DEC 1 0 2020 Applications and forms must be filled out:in their entirety:Incornplete4 applications will not be accepted ;Where;the Applicant is not the owner,ah Owner's Authorization form(Page 2)shall be completed. _ B 7RT-TC G Y-EFI . OLD Date: 01NNER(S)OF PROPERTY y Name7ed Harris & Debbie Wogan scrM#s000-25-01-8.2 Physical Address:330 Village Lane, Orient, NY 11958 Phone#:9177509-7476 Email:ted.harris@gmail.com Mailing Address:gg3. Park Ave,,,New York, NY 10028 CONTACT PERSON - TEE k Name:Frank Uellendahl RA MailingAddress:P,O.BOX-.316, Greenport. NY 11944 Phone#:63.1-680-0041 - Email:frank.uellendahl@gmai,l.com DESIGN PROFESSIONAL INFORMATIQN u ' Name:same as contact person Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: OWT Name:Joel Daly GC Mailing Address:P.O.Box 343, Southold, NY 11971 Phone#:631- 765-1223 _ EmailJoeldalyhi_@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION r ❑New Structure BAddition BAlteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $125K Will the lot be re-graded? ❑Yes B No Will excess fill be removed from premises? BYes ❑No 1 y PROPERTY INFORMATION Existing use of property:RG'$Identli ., 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? ❑Yes MNo IF YES,PROVIDE A COPY. �,=CheckBox After 3Reading The owner/contractor/design professipnat is responsible for all drainage and storm water issues as prowled by Chapter 236;of the Town Code ';Ael!gcATION WHEREBY MADE to the_Building Department for the`�ssuance of a Building Permit pursuant to the Budding Zone"° Ordinance of the Tawn of Southold,Suffolk,County,New York and other applicable Laws,Ordinances ar Regulations,for the construction of buddings, r additions alterations or for removal or demoht�on"as herein'desuibed The apghcant agrees to comply with all applicable laws`oidmances,building code, housing code and regulations and to admit authorized inspectors on premises and 1n building(4 for necessary inspections False statements made herein are punishable as a Clas;`A misdemeanor pursuant to Section 210A5 of the New York State Renal Application Submitted By p i I VPrUV— W=U-CIJ'V BAuthorized Agent Downer Signature of Applicant: 4 Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Frank U elledah 1 RA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York Architect (S)he is the No.01 BU6185050 (Contractor,Agent,Corporate Officer,eclb)nmission Expires April 14.2O,1 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 tc ,th day of December ,2020 ,,,� � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Ted Harris & Debbie Wogan residing at 993 Park Ave, New York, NY 10028 do hereby authorize Frank Uellendahl RA to apply on v3� ply behalf to the Town of Southold Building Department for approval as described herein. kq � 12/05/2020 O er's Signature Date Debbie LAhMan Ted 1- mrl3 Print ner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 5,2021 TO: Frank Uellendahl(Harris) 330 Village Lane Orient,NY 11935 Please take notice that your application dated December 10,2020 For permit to make additions and alterations to an existing single family dwelling-at Location of property 330 Village Lane,Orient,NY County Tax Map No. 1000—Section 25 Block 1 Lot 8.2 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. Authorized Signature Note to Applicant:Any change-or deviation to Bove referenced application.may.require further review by the Southold Town Building Department: Cc: File, HPC . `,`�gour Uniquey^. e Mariella Ostroski,Chairperson �q, i �f�e Town Hall Annex Anne Surchin,Vice Chair SGUTH04TW 1 r 54375 Route 25 Joseph McCarthy u"ea'y°nK , .. PO Box 1179 Fabiola Santana N Founded ran o Southold,NY 11971 Allan Wexler o9 0 �y Telephone:(631)765-1802 Tracey Dwyer,Administrative Assistant A 9F`SFRVAr%ON southoldhpc@southoldtownny.gov Town of Southold Historic Preservation Commission April 15,2021 RESOLUTION #04.15.21.1 Certificate of Appropriateness RE: 330 Village Lane,Orient,NY,SCTM#1000-25:1-8.2 Owner: Harris,Theodore RESOLUTION: WHEREAS, 330 Village Lane,Orient,NY is on the Town of Southold Registry of Historic Landmarks,and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold,all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicants architect Frank Uellendahl submitted a proposal to construction a 90 sq./ft. I'story addition on the west elevation to an existing single family dwelling as applied for,and, WHEREAS, the architect presented commissioners with an outline of the project during a pre= submission conference on March 10,2021,and, WHEREAS, a public hearing was held on April 15,2021,where the applicants and their architect submitted final drawings of the scope of work and outlined the project for the commission,and, NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8(A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Surchin SECONDER: Commissioner Santana AYES: Ostroski, Surchin,McCarthy and Santana ABSTAINED: Commissioner Wexler RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: j✓ Tracey L.Dwyer,Application Coordinate for the Historic Preservation Commission Date: April 15,2021 Mm4dcvo ' 1 �g�fFOL,��, 2 rr 1R -; B ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD H 'z JAIL 21 21pwn Hall Annex - 54375 Main Road - PO Box 1179 o • L -Southold, New York 11971-0959 BUILDING TOWN OF SOU )em'1` eupone ) ( )le h (631 765-1802 - FAX 631 765-9502 pl �•� rogerl( southoldtownny.gov - seand(EDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: gw te Electrician's Name: , , License No.: S�,�� 2 Elec. email: rr2 Elec. Phone No: r z g £, I request an email copy of Certificate of Compliance Elec. Address.: 3Q6 N < JOB SITE INFORMATION (All Information Required) Name: �d-t - V", S Address: D ,r Cross Street: Phone No.: Bldg.Permit#:gZ !� 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑1 YES [] NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION �Mdcqi t13I gilFF n -B IEDING DEPARTMENT- Electrical Inspector I �'' _ TOWN OF SOUTHOLD o '` JAN 2 7 21Wppn Hall Annex - 54375 Main Road - PO Box 1179 c • - 1--Southold, New York 11971-0959 TOWN OFl-c 0',Y 4!Ft Fphone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)-southoldtownny.gov - seand(cr_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: zc Electrician's Name: , License No.: S 6 2 Elec. email: ,�� Elec. Phone No: 2 g4yz Pal request an email copy of Certificate of Compliance Elec. Address.: 3�6 •��,r,,. �2 g mom- JOB SITE INFORMATION (All Information Required) Name: J ctz- S Address: 17 ,r 014 ad'- Cross Street: Phone No.: Bldg.Permit#: j_ 2, email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ti , P Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[-]Underground❑Overhead # Underground Laterals 1 R2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches r Outlets 1 I GFI's Surface . Sconces U C Us .01 : l� Fans F"ridge _ HW /1 -3 Exhaust Oven l W%D ' J kt AL J d , Smokes DW Mini. . . Carbon ._ IVlicro - GeneratQ.r -Cooktop -Coml�a transfer A AH Hood 1 Service Specials A Have Used Comments: Southold Town Building Department P.O.Bog 1179 Permit#: 46172 53095 Main Rd Southold,New York 11971 Permit Date: 4/30/2021 (631)765-1802 Expiration Date: 10/30/2022 Parcel ID: 25.4-8.2 BUILDING PERMIT RENEWAL LETTER Dated: 5/7/2024 Applicant: Harris,Theodore Location: 330 Village Ln, Orient Work Description: ADDITION/ALTERATION construct additions and alterations to existing single-family dwelling as applied for per Landmarks approval. cl� A FEE OF$297.90 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Harris,Theodore&Wogan,Deborah Address: 3805 Alvahs Ln Cutchogue,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above.fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. .. .- . . . .. :�.. ._ .. : . .. . . . .. 5uw ol` ��oP -nr . � . G� OF O I ANT . � ITUI ,- VI LL.A. * . ._ -AND �+. NSW .%- RFO E T WN .:; S.OUTIIULD _ ,. C1gq,, .; W�t� �tr . :►. �Y o T . N i1EIN . . . . _ .._. M S . ,'1, ::.: S i IVj • N Yr SUF�LK. C1U _TY, N . . . - sr . ,� . . . 5URVEY€D:06-20 20 1 6 : . S . , . 0 ... . _J^ . o. . .. . . o. . ... . . . . 1 a . . .�. 5 cs 5UFF000'CQUNW.'TAX.# . " - ,. O F , . . G1 r .. . - 7 . . AcoN 0 . O ,: . . _ .. P . '. ' .. ..CEATIFTED TO• .. - . _ . a, CD . : _. . , " _. : Q O �} : . : -- Ted Harris. . _ - .- �'. . - - . a. Debbie Wo .. . . - N>. First American.Title:Insurance'Co. �, o : _.... . . .: . : ' ' .' .'- d' . �q . . :� N . . . ... l O DN - ." .' . O . ,'. . . .:. ... . .., C Gtr 5 F'�Ro o. o �. RF . , O c trkj C _ . Q . . . � . .. N Qo,� - , ' .. . :. .. 3 / C. NS !m . . '. :...: �. o T F . 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Ion is an andsuNeyor,co amen= PN� A <a . . _ .arre onhSs'lienalt'ta'the titre eon+pcn.goner- . .. . . . ._ .. .. - S�Q:(�I Q' �� 'for'agency end lending InatiWthm)fate.neteen,.dnd. 1 .. - ofalgaeta:ol-Ihi leadfnQ'lnatilotton..'.Certiflco= . . .. - . _ ... _ - - F6a165.: �� ��: � � a.�tiana a6 not IrpMfoYnbfe to'addlimol'.hattlulioai >- S 9 0 Generated by REScheck-Web Software Compliance Certificate N/' Project THE HARRIS RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (SS72 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 330 VILLAGE LN TED HARRIS Frank Uellendahl ORIENT, NY 11957 OWNER ARCHITECT frank.ueliendahl@gmail.com Compliance: trade-off Compliance: 2.9%Better Than Code Maximum UA: 108 Your UA: 106 Maximum SHGC: 0.40 Your SHGC: 0.2S 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. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling: Cathedral Ceiling (no attic) 501 48.0 0.0 0.022 11 Wall:Wood Frame, 16"D.C. 548 13.0 0.0 0.082 38 Window:Wood Frame 37 0.310 11 SHGC: 0.27 Window 1:Wood Frame 11 0.290 3 SHGC: 0.29 Window 4: Wood Frame 39 0.310 12 SHGC: 0.21 Wall 1:Wood Frame, 16"o.c. 251 23.0 0.0 0.055 14 Floor:All-Wood joist/Truss 501 30.0 0.0 0.033 17 Compliance Statement. The proposed building design described hereI on lstent with the building plans,specifications,and other calculations submitted with the permit application.The proposed builh esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatoryui isted in the REScheck Inspection Checklist. Name-Title Signatu Date Project Title:THE HARRIS RESIDENCE ,,� �c16 Report date: 12/10/20 Data filename: = 0 .•°� Pagel of 9 4fi P�9E�. REScheck Software Version : REScheck-Web 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/PIan:Review, Comphes� Comments/Assumptions &Req.ID Value: Value 103.1, I Construction drawings and r t AllComplies I 103.2 documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the :building envelope.Thermal "r ❑Not Observable envelope represented on `: ❑Not Applicable construction documents. 103.1, ;Construction drawings and 4 r ❑Complies 103.2, "documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 !,lighting and mechanical systems ( l❑Not Observable ; Systems serving multiple 3❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC i :Commercial Provisions. ! ; 302.1, Heating and cooling equipment is; Heating: Heating: UComplies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2F on loads calculated per ACCA Cooling: Cooling: Manual J or other methods j❑Not Observable approved by the code official. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) d Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 2 of 9 Section = : "# Foundafion Inspectwn Complhes�= Comments/Assumptions &:Req:ID: 303.2.1 JA protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in.below grade. :❑Not Observable 3 ;❑Not Applicable 403.9 _ ',Snow-and ice-melting system controls;❑Complies [F012]2 installed. Z Does Not 00 UNot Observable j ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 3 of 9 Section Plans Verified Fileitl Verified `# Framing/Rough in In pection _Value- ' Value Complies Comments/Assiumpteons :. &'Req iD 402.1.1, ;blazing 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 L 303.1.3 ;U-factors of fenestration products ° ' ❑Complies [FR4]1 :are determined in accordance Does Not ;with the NFRC test procedure or ,•' ❑Not Observable ' taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 4 ❑Complies [FR23]1 !installed per manufacturer's e s 4. ❑Does Not U ;instructions. Ey s 3 '..a❑Not Observable El Applicable j 402.4.3 ;Fenestration that is not site built i i ❑Complies [FR20]1 !is listed and labeled as meeting 4 ' z ❑Does Not J AAMA/WDMA/CSA 101/1.5.2/A440 ;or has infiltration rates per NFRC h +❑Not Observable ; 1400 that do not exceed code ( ❑Not Applicable ; limits. } - d02.A 5 IC-rated recessed lighting fixtures r;` ❑Complies sealed at housing/interior finish h ❑Does Not j }and labeled to indicate<_2.0 cfm ; °`4 ❑Not Observable I leakage at 75 Pa. ;;❑Not Applicable 403.3.1 (Supply and return ducts in attics f 40Complies [FR12]1 !insulated >= R-8 where duct Is +❑Does Not .� gj >= 3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and .I return ducts in other portions of ❑Not Applicable ;the building insulated>= R-6 for ; diameter>=3 inches and R-4.2 f ; ,for<3 inches in diameter. 403.3.2 i Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with U ;International Mechanical Code or x ❑Not Observable International Residential Code,as r ?❑Not Applicable ; ;applicable. I 403 3 5 Building cavities are not used ask A `;❑Complies [FR15]3 ` ducts or plenums. } # ` []Does Not g� []Not Observable I ❑Not Applicable 4034 t HVAC piping conveying fluids R- R- ;❑Complies [FR17]? '_•, above 105°F or chilled fluids ;❑Does Not below 55 gF are insulated to aR- j 3 ;[]Not Observable , ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC RComplies [FR24]1 (piping. I '❑Does Not ]❑Not Observable I J❑Not Applicable 403.5 3: Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]? ,'•` aR-3. !❑Does Not , ,❑Not Observable ❑Not Applicable 403 6 Automatic or gravity dampers are[ ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. 4 x []Not Observable h � 1❑Not Applicable r; I 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) '3:, Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) '`Z 1 Medium Impact(Tier 2) `3..1 Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 5 of 9 section Plans Verified Field Verified; =# Insulation.lnspection Compl�eS� Comments/Assumptions &`Req.ID Value" Value 30:1 jAll installed insulation is labeled ;❑Complies e [IN13]2 �or the installed R-values ❑Does Not A�- provided.� � tx ` • �,❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ❑Not Observable U i �❑Not Applicable I 1 ; I 1 � 1 � 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 1/1 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 I requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per SS F F ❑Complies Does Not [IN4]1 manufacturer's instructions. t h ti ❑ s ❑Not Observable I ;DNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) _�3 Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 6 of 9 Sectwn plans Verified Field_Verifietl: ` r# Final Inspection Provisions'' Complies? •Comments/Assumptions.: Req.ID, Value Value w 402.1.1, ;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.E [FI1]1 ; ;❑Not Applicable I ! ; 303.1.1.1,;Ceiling insulation installed per i a ❑Complies 303.2 !manufacturer's instructions. )❑Does Not [FI2]1 Blown 300 ft2msulation marked every �❑Not Observable , rt ;❑Not Applicable 4022.3 tVented attics with air permeable [ Complies [FI22]2 insulation include baffle adjacent S �❑Does Not �to soffit and eave vents that f = extends over insulation. I ."'][]Not Observable s ;; ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ;❑Complies [FI3]1 !insulation all-value of the ;❑Does Not :,adjacent assembly. ❑Not Observable j (❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 each in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ' ;❑Not Observable ' ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ! ft2 ft2 ;❑Does Not ;either: Rough-in test:Total 'leakage measured with a UNot 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 ; iw.g.across the entire system Iincluding the manufacturer's air ;handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ; ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;handler @ 25 Pa. For rough-in ;❑Not Observable f tests,verification may need to ;❑Not Applicable occur during Framing Inspection. r 403.3.2.1 ;Air handler leakage designated qi❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not . ;design airflow. ❑Not Observable ❑Not Applicable ; 403:1.1 'Programmable thermostats ❑Complies [Fl9]2 installed for control of primary 2` AE]Does Not jj heating and cooling systems and !initially set by manufacturer to € s l❑Not Observable I code specifications. } ❑Not Applicable 403,1.2' Heat pump thermostat installed ? y _ ❑Complies [FI10]2' Ion heat pumps. UDoes Not ❑Not Observable ; 4 j❑Not Applicable ; 403.5:1 „3 Circulating service hot water i r ;':, ❑Complies [FIIl]2 isystems have automatic or i }❑Does Not accessible manual controls, r i II[]Not Observable ; [ P j❑Not Applicable 1 High Impact(Tier 1) 2'; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 7 of 9 Section " Plans yerrfietl Field Verified # Final Inspection Prov�s�ons yalue Value Complies' $, Comments/Assumptions & Req All mechanical ventilation system 1 �Y ❑Complies I [17I25]2 fans not part of tested and listed s s ❑Does Not HVAC equipment meet efficacy s >' and air flow limits per Table ( _ '❑Not Observable R403.6.1. w z 3❑Not Applicable 4032 Hot water boilers supplying heat n ❑Complies [FI26]z through one-or two-pipe heating t r x j❑Does Not 4 systems have outdoor setback _ j control to lower boiler water _ ❑Not Observable temperature based on outdoor {❑Not Applicable temperature. 403'i5Z1 1 ; Heated water circulation systems �, m ❑Complies [FI28] have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supplyl "(❑Not Observable , pipe.Gravity and thermos- r a ar! ❑Not Applicable syphon circulation systems are not present. Controls for j circulating hot water system r pumps start the pump with signal; ak ; for hot water demand within the 4 occupancy. Controls � 3 r r automatically turn off the pump when water is in circulation loop , ` � is at set-point temperature and t no demand for hot water exists. r 3 4035 1 2 Electric heat trace systems :Y ❑Complies [F129]. comply with IEEE 515.1 or UL iz ❑Does Not 515. Controls automatically { ` adjust the energy input to the F} z " t ❑Not Observable heat tracing to maintain the i k ❑Not Applicable desired water temperature in the i �x piping. 4CO3 2 Demand recirculation water r Y r r t � 3 ❑Complies [FI30, °systems have controls that 5 s 1 ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable jwater entering the cold water I „s ❑Not Applicable ; i piping to<= 104QF. 403=5 4 Drain water heat recovery units I n s ❑Complies [FI31]z tested in accordance with CSA 4 ❑Does Not B55.1. Potable water-side 4 pressure loss of drain water heat F ❑Not Observable recovery units<3 psi for s e ''{ xr ❑Not Applicable ; individual units connected to one f k r A r a or two showers. Potable water- 4 i ` side pressure loss of drain water i 1 heat recovery units< 2 psi for `. } individual units connected to f h xs three or more showers. }; r. „ 404.1 190%or more of permanent , ❑Complies (F16]1 ;fixtures have high efficacy lamps ii 4❑Does Not ❑Not Observable ❑Not Applicable 4041 1 Fuel gas lighting systems have Complies [FI23]3 no continuous pilot light. 7 E. 1❑Does Not y z ❑Not Observable ❑Not Applicable 401 3 ,Compliance certificate posted. ❑Complies [FI7]z f E ❑Does Not `❑Not Observable N ❑Not Applicable ; 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 8 of 9 section Plans VerifiedField Verified # r Final Inspection Provisions Complies? Comments/Assumptions 4 &.'ReMID 4.> Value Value 303 3 Manufacturer manuals for q x j❑Complies [FfI, mechanical and water heating d '[]Does Not systems have been provided. s❑Not Observable ❑Not Applicable + . Additional Comments/Assumptions: 11 High Impact(Tier 1) 20 Medium Impact(Tier 2) 30.Low Impact(Tier 3) Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 48.00 Ductwork (unconditioned spaces): Door Rating LI-Factor SHGC Window 0.31 0.21 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate Project THE HARRIS RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 330 VILLAGE LN TED HARRIS Frank Uellendahl ORIENT, NY 11957 OWNER ARCHITECT frank.uellendahl@gmail.com Compliance: Passes using LIA trade-off Compliance: 0.0%Better Than Code Maximum UA: 108 Your UA: 108 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 501 48.0 0.0 0.022 11 Wall:Wood Frame, 16"D.C. 799 13.0 0.0 0.082 58 Window:Wood Frame 37 0.310 11 SHGC: 0.27 Window 1:Wood Frame it 0.290 3 SHGC: 0.29 Window 4:Wood Frame 39 0.310 12 SHGC: 0.21 501 38.0 0.0 0.026 13 Floor:All-Wood joist/Truss 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 requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Pagel of 9 Generated by REScheck-Web Software C�J( Compliance Certificate Project THE HARRIS RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 330 VILLAGE LN TED HARRIS Frank Uellendahl ORIENT, NY 11957 OWNER ARCHITECT frank.uellendahI@gmalI.com Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 108 Your UA: 108 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 501 48.0 0.0 0.022 11 Wall:Wood Frame, 16"D.C. 799 13.0 0.0 0.082 58 Window:Wood Frame 37 0.310 11 SHGC: 0.27 Window 1:Wood Frame 11 0.290 3 SHGC: 0.29 Window 4: Wood Frame 39 0.310 12 SHGC: 0.21 Floor:All-Wood joist/Truss 501 38.0 0.0 0.026 13 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 requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE HARRIS RESIDENCE Report date: 12/10/20 Data filename: Page 1 of 9 s AlWATER gOVED AS NOTED PURSUANT'RETNORM TO CHAPTER 236 RUNOFF DATE: g p # OF THE TOWN CODE. FEE: ov NOTIFY BUILDING PARTMENT AT , 765-1802 8 AM TO ` PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMI`IG & PLUMBING 3. INSULATION ELECTRICAL 4. FINAL - CONSTRi'-•-"-)N MUST BE COMPLETE :!.,, ,� INSPECTION REQUIRE® ALL CONSTRUCTii, SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PL-U.MBER.,. CERTIFICATION COMPLY WITH ALL CODES OF ON LEAD CONTENT BEFORF NEW YORK STATE & TOWN CODES CERTIFP&EQFOCCUPANG AS REQUIRED AND CONDITIONS OF SOL-DER OSED:IN WATER e T SUf XPL Y S,,!STEM CANNC SC RD EXCEED 2110 OF 1% L FA SOUTHeH$- TEES PLUMBlN� OCCUPANCY OR ; 4LLPLUMBING WASTE ....' jWATER.LINES NEED ' ING'.8EFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY •_ LEGEND m INTERIOR •� ALTERATIONS ® PROPOSED ADDITION AND MINOR ® EXISTING STRUCTURES Y ADDITION N ❑ N ZONING CALCULATIONS 142.13' RESIDENCE W LOT AREA _ ca. 27,971 SF \JFo ORIENT, NY - EXT G. BLDG. COVERAGE = ca. 2,720 SF 9.72% Q 330 VILLAGE LANE PROPOSED ADDITION = ca. 90 SF = 0.32% N '- w TOTAL BLDG. COVERAGE = ca. 2,810 SF = 10.04% GRAVEL DRIVEWAY ARCHITECT MAX. BLDG. COVERAGE = ca. 5,594 SF = 20.00% FRANK UELLENDAFIL— 0 123 CENTRAL AVENUE P.O.BOX 316 SURVEY BY JOHN EHLERS L.S. - DATED: 06/20/2016 GROW, NY 11944 40' FRONT YARD o ffL: 631-4R 8624 OWNERS THEODORE P HARRIS SCOPE OF PROPOSED WORK Cx do DEBBIE WOGAN 993 PARK AVENUE INTERIOR ALTERATIONS TO INCLUDE: NEW YORK, NY 10028 - REPLACE 6'-9" HIGH KITCHEN CEILING WITH CODE TEL 917-509-7476'. COMPLIANT CATHEDRAL CEILING w Y - KITCHEN TO BE PARTIALLY RENOVATED z - INSTALL WOOD BURNING STOVE TO EXT'G CHIMNEY � c AND REMOVE PARTITION BETWEEN KITCHEN AND DEN GARAGE w ° / - STUDY TO BE CONVERTED INTO BATHROOM w/ W/D C� 24 90 SF EXTENSION OF DEN WITH CRAWL SPACE ' ► ® 823 SF 0, ,1 21 SF N JJd 4 � Z DRYWELL CALCULATIONS FOR ROOF RUN-OFF SCREEN PORCH RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE 2x2.5 DRYWELL 1,809 SF N ROOF AREA = 244 SF 100% run-off coefficient = 40.7 Cuft. o " PROPOSED 90SF PROPOSED 2 DIA. x 30 DEEP DRYWELL 47.0 Cu.Ft. 1-STY ADDITION SCALE: 1/16" =1'-0" DATE: 12/11/2020 WITH GUTTER LEADERS FOR ROOF RUN-OFF TYP ' 'm : 1/1s' = 1'-0' SITEPIAN 3A SITE PLAN o SCTM# = 1000-25-01-8.2 ZONING OFSOUTHOLD CALCULATIONS 67 SF w SUF 0 KN COUNTY, NEW YORK DWG. NAME _o 202.12' "' DWG. NO A-1 DESIGN CRITERIA: LnINTERIOR ALTERATIONS GROUND SNOW LOAD - 45 PSF. o CC AND MINOR LIVING AREAS AND DECKS - 40 PSF. MC ADDITION SLEEPING AREA - 30 PSF. _ WIND SPEED - 130 MPH SEISMIC DESIGN CATEGORY — B WEATHERING — SEVERE RESIDENCE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY SCREENED-IN PORCH ORIENT, NY DECAY - SLIGHT 330 VILLAGE LANE ICE SHIELD UNDERLAYMENT REQUIRED — YES 11'-8" 12'-10 ARCHITECT W FRANK UELLENDAHL 4'-6" 2'-4 j� 1 0 123 CENTRAL AVENUE DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL P. W1 944 316 9 GREENPORT, NY 11944 m FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD o TEL 631-477 8624 . OWNERS TH PHARRIS & DEB WOGANWINDBORNE 993 PARK AVENUE DEBRIS PROTECTION SCHEDULE o NEW917-50Y 10028 EXT'G BRICK CHIMNEY � � TEL: 917-509-7476 NOT IN USE 00 I Y PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER _ — _ _ _DEN - __ _ 0-0 __ _ KITCHEN , _ __ I M THE GLAZED OPENINGS OF THE PROJECT: CLG.HGT.: 7 —5 CLG.HGT.: 6 —9 ► FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH DINING ROOM 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, W �. FLOOR PITCHES DN BY ca. 2" Of WINDOW SCHEDULE 00 REF. al, , N PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. s °- GLASS TO BE HIGH PERFORMANCE LOW—E GLASS STEP UP W 3 SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS MUD.RM. HARDWARE — METRO COLLECTION: ANVERS, OIL RUBBED BRONZE N STUDY INTERIOR FINISH: PINE, TO BE PAINTED FLOOR TO BE LEVELEDL D j ACCESS DOOR @ N 0 EXTERIOR COLOR: WHITE C; AND INSULATED AND TILED TO PARTIAL BASEMENT o N GRILLES AS PER ELEVATIONS: FULL DIVIDED LIGHTS ROOF TO RAISED TO = COMPLY WIT CODE r — — Q4� NOTE; tempered glass for all units below 18" off fin. fl. DATE. 12/11/2020 �� scALE: U4 - 1 0 y Mark Size Description Quantit EXISTING Al FWH6080 HINGED FRENCH DOOR — DEN 1 11'-3 1/2" 8'-1 1/4" 10'-11 1/4" FLOOR PLAN A2 WDH1862 DOUBLE—HUNG — DEN 2 N DESIGN CRITERIA A3 AR21 AWNINGS ABOVE TRENCH DOOR 2 DWG. NAME B WDH2O36 DOUBLE—HUNG — BATHROOM 2 g A-2 DWG. NO C C13 CASEMENT — KITCHEN 1 ® INTERIOR ALTERATIONS FOUNDATION NOTES o MC AND MINOR STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 > MC ADDITION READY MIX CONCRETE. Q ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 9 UNDISTURBED SOIL. ❑ ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. RESIDENCE SCREENED-IN PORCH ORIENT, NY 31'-0" - 330 VILLAGE LANE 16' 4" 1' 4" ARCHITECT FRANK UELLENDAHL 16x8 VENT EXT'G WINDOWS TO REMAIN EXT G WINDOW 123 CENTRAL AVENUE f- - - - - - - P.O.BOX316 GREENPORT, NY 11944 �, TEL• 631-477 8624 I F- EXISTING S D CO I C OWNERS W CRAWL SPAC o 0 6'-8" 6'-$" THEODORE P RABBIS I � do DEBBIE WOGAN i' I I 11 3 PENDANTS 993 PARK AVENUE I I — MORSO 6143 I I 11 I I ABOVE ISLAND cl— NEW YORK, NY 10028 o of I WOOD BURNING 4 x6 ISLAND TEL 917-509-7476 / /�J c WI 1 FIREPLACE I I I - - - - - - r I 3 / 1 o n 3 �II� I I I - _ x 12x8 F.J.016"O.C. oC-CD �� . _ . _ . —. �I _. _ ._ . _. _. j. _. _. _ . _ _ _ o DW II _ . _ 1 . w R-30 Insulation � oI I I I 6x6 POST I — I �g��� Et c i 1 \ x DEN FARM SINK .� a �; I N PROPOSED _ �I 1= CATHEDRAL CEILING I I I I CATHEDRAL CEILING I I LIVING ROO CRAWL SPACE N -- _� �I IJ I I I I I I I I W I I I I hood above I I + � o C, � �u� u u 36 u x —I ► N 3 ® ® 36" REF. I L — — — — — ® ® �' NEW C13 � 6'-0" I CASEMENT W/p Z PANTRY CD 3 o N ACCESS DOOR N 0 o W TO PARTIAL BASEMENT N F 4DX52 DATE: 12/11/2020 EXT'G WINDOW SCALE: 1/4 = 1 -0' PROPOSED NEW WDH2O36 FLOOR PLAN & N FOUNDATION PLAN ' NEW WALL DWG. NAME ' EXISTING WALL KITCHEN WINDOW A-3 ®� DWG. NO yINTERIOR ALTERATIONS AND MINOR AR 21 AWNING ROOF CONSTRUCTION ADDITION © 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT a IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION e WDH 1862 DOUBLE-HUNG SHINGLES TO MATCH EXISTING ROOF 9 5/8" CDX PLYWOOD SHEATHING so Ts RESIDENCE FWH 6068 APLR 2x8 ROOF RAFTERS @ 16 O.C. w/ R-48 CLOSED CELL FOAM INSULATION (FILLED CAVITIES) 1x6 WOOD PLANKS ON CATHEDRAL CEILING AND WALLS <D ORIENT, NY ROOF OVERHANG AND TRIM TO MATCH EXISTING 330 VILLAGE LANE ARCHITECT WALL CONSTRUCTION o WK 123CENTRAL AVENUE WEST ELEVATION 1 x6 WOOD PLANKS, HORIZONTAL INSTALLATION P.O.BOX 316 SCALE: 1/4' = 1'-0' 2x6 STUD WALL @ 16" O.C. cmGREENPORT, NY 11944 I R-23 STONE WOOL INSULATION 2x6 STUD WALLS o 631-477 8624 I R-13 BAIT INSULATION IN EXISTING WALLS OWNERS 1/2" CDX PLYWOOD SHEATHING THEODORE P HARRIS EL t WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY & DEBBIE WOGAN BEVELED CEDAR SIDING, PAINTED TO MATCH EXISTING o 17-9 993 PARK AVENUE ALL EXTERIOR TRIM TO MATCH EXISTING NEW -ooze TEL 17-509-7476 3 RIDGE STRAPS EACH RAFTER PAIR FLOOR Y ,� 14 (2) 1.75"x9.25" LVL RIDGE BEAM " 8 WIDE WOOD PLANKS, STAINED TO MATCH EXT'G FLOOR ASPHALT SHINGLES TO MATCH EXT'G ROOF TO ALIGN WITH PANTRY ROOF 3/4" T&G PLYWOOD SUBFLOOR, NAILED AND GLUED 48 COLLAR TIES @ 64" O.C. 2X8 R.R. @ 16" O.C. " w/ R-48 CLOSED CELL INSULATION 2x8 FLOOR JOISTS @ 16 O.C. � R-30 STONE WOOL INSULATION HURRICANE CUP EA. RAFTER l CRAWL SPACE FOUNDATION " NAILED AND GLUED—— ———— — 3/4 SUBFLOOR, F 2x8 F.J. @ 16" O.C. N +, ,. ....:. C, Rl 38 STONE WOOL INSULATION • •• �• • • � • • '. . .. .. . ' •• •• •' ' 2x6 TREATED SILL ffi :: ,• + . . . . :.'. :::: :•' •;:;:•:•:•.•: 2 CONCRETE RAT SLAB ON :'_'.•••:.•:•'• +`•`•`�'•'•'+'•' ' ' 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL . , . . .. ,. . ,,... ♦..,,.i . cc>4L `• ' '' ` ••` • `` ` ' '' ' 8 POURED CONCRETE OR CMU WALL WITH #5 VERTICAL p •:+:.:+::+++:+ +.++♦:++++ :+++++:+::++ A ��• ` • ` •"• � •' ••' • ' • • • " ' DEN EXTENSION ..,. . .., , ... . ... r. ... ... .+.+ � REBARS @ 24 O.C. •'�`� `' ' •••+ ++ +'•'•'•'•'•'� 1'-4" x 8" POURED CONCRETE FOOTING WITH e 4 4! :;.+. ♦ ♦ f f f. . . . + . f .. . . L� I.L. 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING N ,. .+ . ES '•' " , 1/2 X12 ANCHOR BOLTS @ 46 O.C. N ^ 2x8 F.J.@16" . W/ R-30 INSULATION 2" RIGID FOAM INSULATION ON INTERIOR WALL (optional) i BITUMINOUS DAMPPROOFING TO GRADES DATE: 12/11/2020 CRAWL SPACE SILL SEAL AND COPPER TERMITE SHIELD o SCALE: 1/4 = 1-0 o CROSS SECTION E r WEST ELEVATION 242412 FOOTING REQUIRED UNDER CROSS SECTION o DWG. NAME NEW 6x6 POST SUPPORTING RIDGE BEAM UNLESS POST CAN BE SECURED ON EXT'G SCALE: 1/4' = 1'-o' A-4 FOUNDATION (VERIFY IN THE FIELD) ®� DWG. NO INTERIOR ALTERATIONS o CC AND MINOR ADDITION ICE SHIELD UNDERLAYMENT 8 REQUIRED - 24" FROM EDGE TYPICAL NE IP RESIDENCE t ORIENT, NY RAFTER TO TOP PLATE 330 VILLAGE LANE SIMPSON H2A HURRICAN LATERAL AND SHEAR CONNECTION ARCHITECT CLIP NAILED. FROM PROVIDE 8d COMMON FOR 8 FT WAIL HEK;Hf RAFTER TO STUD. - NAILS ® 4" O.C. AT RE � FRANK UELLENDAHL 4-8d COMMON NAILS TOENNLED TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ) REQUIRED o 123 CENTRAL AVENUE 5 - 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE P.O.BOX 316 4 GR APA RATED PLYWOOD TO 1 TEEL UPLIFT STRAP CONNECTION REQUIREMENT 63131 NY-477 8624 62 PLA OWNERS PLATE. TO TOP OF TOP ROOF TO WALL FOR 14 FF ROOF SPAN THEODORE P HARRIS 5-8d COMMON NAILS IN EACH END OF & DEBBIE WOGAN 1-1 4' X 20 GAGE STRAP OR HURRICANE CUP 993 PARK AVENUE / NEW YORK, NY 10028 TEL 917-509-7476 UPLIFT STRAP CONNECTION REQUIREMENT Y WALL TO FOUNDATION (2) 1 1/4" WIDE - 20 GAGE FOR 14 Ff ROOF SPAN .1 METAL STRAPS AT DOORS FOR 5-8d COMMON NAILS IN EACH END OFNc �`�' <<c�y A HEADER TO STUD CONNECTION 1-1/4" X 20 GAGE STRAP AND FOUNDATION TO STUD CONNECTION PROPOSED 1 1/4^ WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT i 1 ST FL ADDITION E1�AL STRAP MAXIMUM. CONNECTION RESISTING LATERAL & SHEAR LO ACQ SILL PLATE Z . TOP OF OUNDATIO 5/8; ANCHOR BOLT ® MAX. 72: O.C. OR '�`' P= 1 CD 1/2 ANCHOR BOLT ® MAX. 46 O.Ccl- j ZN = WRAP + NAIL STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT ( 4 - 4d NAILS ) CONNECTION RESISTING UPLIFT s AROUND SILL PLATE 9 AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE R.O. FOR 8'-0" SLIDING DOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES a METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS 8 m MM 5 - 8d NAILS ' 11 ` 9 N NAIL SHEATHING TO SILL PLATE M N 85 N 8d NAILS ® 4" O.C. NN rj `= CRAWL SPACE" 2 x 6 ACQ SILL PLATE p a.• D p, b i a D (2) #4 REBARS i ALUMINUM TERMITE FLASHING ; ° c D a ° D ° ° ' a .D ° e D:• �a DATE: 12/11/2020 2" RIGID INSULATION 1/2^ X 12" A.B. ® 46^ OC. D D D a :D a : ° o SCALE: N.T.S. ', w/ 3"0"0/16" FENDER WASHER. i e' e ° D . eD D ; p o s'a' 2" CONC. sLA ;�;� (max. 12" from end of sill plates) a •• o• e :e. , . e CRITICAL PATH D• 3a 8 P.C.FOUNDATION ;' • a D ' a (� ° D• • a °. Y CONNECTORS W/ 1 -4 X 8 CONT. FTG. p �o i D♦ p SECTION ' �� (3) #4 REBARS ° a eD ° ° F_pL''E Y \TI®N °' CONNECTIONS N W. NAME �a DWG. NO A-5 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH g FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM 0 y INTERIOR Joint Description Nail Sizes Nail Spacing F ALTERATI ONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED o AND MINOR DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING } W. ADDITION BETTER' X Rafter to Top Plate Toe—nailed) — all Height: 10 ft, Spacing 16' O.C. (Table 3.3A) 4 — 8d per rafter Q 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' Ceiling Joist to Top late (,Toe—nailed n/ per joist 9 MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ratttter (Fa nailed) n� each lap Ceiling Joist La ov r Partitions Face—nai ed) n/a each lap a 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face—nai ed) n/a per tie EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter (o —nailed 2 — 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End—nai ed) 2 — 16d each end NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING RESIDENCE 4. ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED Top Plate to Top Plate(Fa nailed) 2 — 16d per foot WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Top Plates at)ntersections)�ce—nailed) 4 — 16d joints each side ORIENT, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud ((Face—nailed 2 — 16d ° 24 o.c. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges 330 VILLAGE LANE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 24 stud ! ARCHITECT 2 — 16d per 2x6 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0' O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — t6d per 2x8 stud CD FRANK UEII.ENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1 .2 per foot o 123 CENTRAL AVENUE 6. DOUBLE FRAMING AROUND ALL OPENINGS skylights, 9 T, NY X 944 stairs etcFR OR AS NOTED ON DRAWINGS.( FLOOR FRAMING m 316 GREENPORT, NY 11944 TEL.• 631-477 8624 Joist to Sill Top Plate or ider (Toe—nailed) 4 — 8d per joist � OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe—nailed 2 — 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—Haile 2 — Sd each end THEODORE P HARRIS Blocking-to Sill or Top Plate ( Toe—nailed) 3 — 16d each block & DEBBIE WOGAN Leder Strip to Beam (Fac —nailed 3 — 16d each joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED 993 PARK AVENUE WITH °RATED GALVANIZED METAL CONNECTORS BY Join on Ledger to earn Toe—Haled) 3 — 8d per joist Band Joist to Joist End—nailed) 3 — 16d per last o NEW YORK,NY 10028 'TECO OR APPROVED EQUAL Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot TEL 917-509-7476 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING Y BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4' o.c.,perimeter zone V D A ALL EXTERIOR NAILS SHALL BE GALVANIZED. other a el,6 2o.o.cedges or 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" Diagonal°Boar,4 Sheathing ° of panel Leo 0 o.c. EXTERIOR EDGES AND 6 d ® 12' o.c. 1 x 6 or 1 x 8 2 — 8d per support INTERMEDIATE 1° x 10" or wider 3 — 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d T edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING ' 0 CONNECTORS BY 'TECO' OR APPROVED EQUAL FOR Structural Panels 8d 6" edge / 12' field 11 TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CUPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16' 6d 3' edge / 6' field a CONNECTIONS. 1== 25 / 32 8d 3 edge / 6 field s � 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL Gypsum Wallboard 5d 7; edge / 10" field M PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND ardboard 8d 6 edge 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED " g / " AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels 8d 6 edge / 12 field STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Diagonal Board Sheathing 12 BEARING POINTS AT A MINIMUM. 1; x 6' or 1" x 8' 2 — 8d per support l o HANDLING, STORAGE, AND ERECTION OF 1 x 10" or wider 3 — 8d per support Z COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. Structural Panels 14. All MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2' DIA. 1" or less 8d 6" edge / 1;" field r2� DATE: 12/11/2020 GALVANIZED MACHINE BOLTS @ 120 O.C.. greater than in 10d 6' edge / 6 field o SCALE: N.T.S. Diagonal Board Sheathing z 1; x 6' or 1° x 8" 2 — 8d per support 3¢ FRAMING NOTES 12 • 12 12 12 1 x 10 or wider 3 — 8d per support 1AILING SCHEDULE OR: TRUSSLOK CONNECTORS BY 'FastenMoster ® 16" O.C. Nailing requirements are based on wall sheathing nailed 6'on—center at the panel ed e. If wall sheathing is nailed N 3 on—center at the panel edge to obtain higher shear capacities nailing requirements or structural members shall N DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. o z When wall sheathincL is continuous over connected members , the tabulated number of nails shall be permitted to "� E be reduced to 1 — i8d nail per foot. �� A-6 16' 16' ®� DWG. NO