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��Q�c�UEFt1L��oG� Town of Southold 11/15/2017 P.O.Box 1179 53095 Main Rd ©4,y0 �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39336 Date: 11/15/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 905 Willis Creek Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-10-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2017 pursuant to which Building Permit No. 41625 dated 5/10/2017 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: SCREENED PORCH CONVERTING TO LIVING SPACE ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Driscoll,Kean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41625 11-06-2017 PLUMBERS CERTIFICATION DATED 11-14-2017 rad Piecffh ed Signature o�gUi�co TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 41625 Date: 5/10/2017 Permission is hereby granted to: Driscoll, Kean 905 Willis Creek Dr Mattituck, NY 11952 To: construct addition and alterations to existing single-family dwelling as applied for per Trustees approval. At premises located at: 905 Willis Creek Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-10-3 Pursuant to application dated 5/4/2017 and approved by the Building Inspector. To expire on 11/9/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $270.40 CO -ALTERATION TO DWELLING $50.00 Total: $320.40 Builh' �nsor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. April 26, 2017 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 905 Willis Creek Drive Mattituck House No. Street Hamlet Owner or Owners of Property: Kean & Bridget Driscoll Suffolk County Tax Map No 1000, Section 123 Block to Lot 3 Subdivision t�Harbor view at Mattituck Filed Map. 8377 Lot: 17 Permit No. LII 05 Date of Permit. Applicant: Robert E. Herrmann, En-Consultants Health Dept. Approval: N/A Underwriters Approval: N/A Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50-00 4Apcant Signature pF SOUK,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ® ® �® roger.richertCa)-town.southold.ny.us l�c®uff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Driscoll Address: 905 Willis Creek Drive city,Mattituck st: New York - zip: 11952 Building Permit#: 41625 Section: 123 Block: 10 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30A Emergency Fixture Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Range Hood, 1- GFCI Circuit Breaker. Notes: Inspector Signature: Date: November 6, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex .�• "Telephone(63 t)765-1802 54375 Main Road _ Fax(-_631)765-95-12 P.O.Box 1179 Southold,New York 11971-0959 BUH DING DBPARTAIENT 2D F9`, ?ICE VIR TOWN OF SOUTHOLD ,w NOV 15 2017 `FOWS OF SOITY9HOLD -CERTIFICATION - Date: 1l �14-1 -1 - Building Permit No. tools Owner: J>1r'i 5Co (Please print) Plumber. Brad Pi e-cu c-h (Please print) h4 I certify that the solder used in.the water supply-system contains less-than_ 2110 bf I _ lead. = (Plumbers Signature) I. Sworn to before me this Novcm ber - day of 13 2011 SUSAN A.RIT10 Notary Public,State of New York No.01 R16183459 oualitied in SuffolkMarch 17y2020 Commission Exp Notary Public,�i��faL/�° County SOUlyolo TOWN OF-SOUTHOLD-BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Z., DATE ��° INSPECTOR ` OF SOUT�oI � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [_ '] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION �-{ [ ] FRAMING / STRAPPING [ FINAL A01#vl �' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK .01 iG C t C_ f✓'Y � t (tea�✓ u loo" Or CO i N u, eta I N,cJA-*,—O DATE 0 O ?-- ANSPECTOR SOblyolo �'�COUM'1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �l � INSPECTOR�c- Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com July 14, 2017 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Driskoll residence—905 Willis Creek Drive Mattituck, NY Dear Mr. Verity: A visit was made to the above referenced property to evaluate the ongoing construction for the kitchen renovation. Based on our observations and to the best of my knowledge, the framing, strapping, insulation and plumbing for the renovation appears to be constructed in conformance with the building plans and in accordance with the Building Code of New York State. Please call me if you have any questions. Very Truly Yours, A. ndon, P.E. DD OCT 10 2017 TOWN OF S0UTIaOLD J-P,- 3 NT'ER ENTURpRISES9 INC,, jb 675 Elton Street,��r�he��, October 11, 2017 D [7p'( 'U V D OCT 1 2 2017 BUIUL DING DEPT. RE: 905 Willis Creep Dr Mattituck Driscoll Residence 'OWN OF S®iJ'YHOLD To Whom It May Concern, The above referenced house was insulated as follows: Insulate over framed masonry floor with 4%" R-30 closed cell foam, Insulate exterior walls with 2" closed cell foam and 3%" fiberglass R-25, Sound deaden all interior walls with 3" mineral fiber, Sound deaden between floors with 6" mineral fiber, Low expansion foam at windows and doors, Fire caulk all penetrations as per code. If you require any additional information please call me. Sincerely, i Kenneth Brauner got ME • r. t STATE • r / FA . ' ►� All ap VIN M 91 pl, 76 —'\ n :J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans x TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 / Survey x SoutholdTown.NorthFork.net PERMIT NO. �O Check Septic Form N.Y.S.D.E.C. Trustees x C.O.Application x 5116Flood Permit Examined 2011 Single&Separate Storm-Water Assessment Form x xx Contact: Approved S v 20� Mail to: En-consultants, 1319 Disapproveda/cNorth Sea Rd., Southampton, NY 11968 .1 If t" a- Phone: 631-283-6360 tl mft�\flfg 2Dr-\\DV I-- 5 B ' ding Ins for MAY - 42011 APPLICATION FOR BUILDING PERMIT 13UILDINGDEPT- Date April 26 20 17 TOWN Of SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. Robert E. Herrmann, En-Consultants (Signature of applicant or name,if a corporation) 1319 North Sea Rd., Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Robert E. Herrmann, En-Consultants, Agent for Owner Name of owner of premises Kean and Bridget Driscoll (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 905 Willis Creek Drive Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 10 Lot 3 �,Subdi'vision Harbor view at Mattituck Filed Map No. 8377 Lot 17 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable): New Building Addition *Alteration x Repair Removal Demolition Other Work *Convert existing enclosed screened porch with a first story addition to habitable (Description) 4. Estimated Cost N/A Fee space. (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front see survey Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front see survey Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front see survey Rear Depth 10. Date of Purchase 10/16/16 Name of Former Owner Patrick Scollard & Kevin Scollard, Co-Trustees 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13.Will lot be re-graddd?YES NO x Will excess fill be removed from premises?YES NO x Driscoll 19 Broadway 14.Names of Owner of premises Kean & Bridget Address Malvern, NY 11565 Phone No. 516-445-0081 Name of Architect Condon Engineering PC Address Mattituck Phone No 631-298-1986 Name of ContractorNorth Fork woodworks Address Southold Phone No. 631-298-7900 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Robert E. Herrmann, En-Consultants being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swoj to"fore me this j aC�0 Aday of r-I/ 20 17 lits-� Ut&;_.1 — —L Notary Public ANNE ILLIONS SiAaf Applicant Notary Public, State of New York No. 01 IL5084744 Qualified in Suffolk Couniv Commission Expires q`8/90/7 �oF ur Michael J.Domino,President so Q`� Town Hall Annex j John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders co Southold,New York 11971 Glenn Goldsmith �O Telephone(631) 765-1892 A.Nicholas Krupski ��COU Fax(631)765-6641 f BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8964A Date of Receipt of Application: January 26, 2017 Applicant: Kean & Bridget Driscoll i SCTM#: 1000-123-10-3 Project Location: 905 Willis Creek Drive, Mattituck i Date of Resolution/Issuance: March 22, 2017 Date of Expiration: March 22, 2019 Reviewed by: Glenn Goldsmith Project Description: Replace in the same footprint) an existing ±11'x16' � p ) 9 enclosed screened porch with a first story addition for habitable space. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated January 24, 2017, and stamped approved on March 22, 2017. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees 11/14/2017 12:37 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 Michael J.Domino,President fjf SOUTyO Town Hall Annex John M.Bredemeyer III,Vice-President h0 lQ 64376 Routc 25 P.O.Box 1179 Charles J.Sanders 41 41 Southold,New York 11971 Glenn Goldsmith Ga + Telephone(631)766-1.892 A.Nicholas Krupski O Fax(631) 766-6641 Mm 7- BOARD OF TOWN TRUSTEES NOV 1 -.� TOWN OF SOUTHOLD 4 2017 CERTIFICATE OF COMPLIANCE TO 1"6'T`d OF S(),Za11 " 0 3 # 1418C Date: November 14, 2017 THIS CERTIFIES that replacement(in the saine footprint)of an existing;.+/-11'x16' enclosed screened porch with a first story addition for habitable s ace At 905 Willis Creek Drive Mattituck Suffolk County Tax Map#1000-123-10-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 26, 2017 pursuant to which Trustees Administrative Permit#8964A Dated March 22, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement(in the same footprint) of an existing+/-11'x16' enclosed screened porch with a first story addition for habitable space. The certificate is issued to Kean& Bridget Driscoll owners of the aforesaid property. Authorized Signature SO��� Town Hall Annex 3 Y 0 6 7 - 54375 Main Road COD - P.O.Box 1179 ® �� ro er.riche Southold,l`TY 11971-0959 D APR 12 2017 BUILDING DEPARTMENT ENDING DEPT. 'NOWT OF SOUTHOLD TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REC�UESTED BY: (�IT� Date: Company Name: —i�u� E' S� -nc c is Name- -- License No.: ��0-11 Address: 3-)-o Ke-A-V&-t?S f 0Sv✓l ffv t.� W_ Phone No.. i Yf2 q JOBSITE INFORMATION: (*Indicates required information) *Name: PI-5611( *Address: Zo S' VL/I (c 1.s ('/I(_2fK /fir' /41 /'Ti 7uc- �c ILI-y *Cross Street: *Phone No.: 9 )w Permit No.: L1 11,a Tax Map District: 1000 Section: Block- ��- Lot 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) e & FF Akl� (Please Circle All That Apply) *Is job ready for inspection: YES I NO Rough In Final *Do you need a Temp Certificate: YES I NO Tamp Information (if needed) *Service Size: 'I Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION — 4?- 82-Request for Inspection Form 70}_l FC) �sttrra<zil Scott A. Russell '°�°sUFFQ`' SUPERVISOR Box w YORK 911971 pyo ' Town of Southold Y MAY - 42017 CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET BUILDING DEPT® (TO BE COMPLETED BY THE APPLICANT) TO •OE SOIMOLD.. - — —. ... _. _...._... .._ _ . . . 2017 ... . .. . .. .. .... .. . .. ..... . .. . . t -- ---- ------vols--�•rnls-rl�oa�cr—Ir7vo�—n-r�Y—or-z�c—z�o�owm�c--.._..-__--.-.-- ----- ! Yes Vo (CHECK ALL THAT APPLY) t ❑(x A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; ❑[] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E]E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [X]❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ x E. Site preparation within the one-hundred-year floodplain as depicted on.FIRM Map of any watercourse.. ❑[] F. Installation of new or resurfaced impervious surfaces of I,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building DepartmenLwilh your Building Permit Application. APPLICANT (Property O ner,Design Professional,Agent,Controdor,Other) S.C.T.M. ": 1000 Date - niArhl NAME Robert . Herrmann, En-Consultants,Agent 123 10 �3'- 4/26/17 Section block LLi " " .• FOR BL)ILDING DLP WFi- tEN,I'1.:A" �ontici Infmrmuu•x 631-283-6360 — Reviewed By Dale- Proherty_Address / Location of Conyaiuc(ton Work ^905 Willis Creek Drive, Mattituck Appiowd for processing Building Permit Stormwater Management ageent Control Plot)i Not Required r�Slrrm�'alcr P�l,uwgcnic,Y, Control Plan.s Pc^yuired— �� (Forward to Fn_emftnng Depaitrnen( for Review) o CC�C�d[M- 1 l PPLICAN r I �1 •c r, J4^,f 1;.;,1,trot...uc.l ..gt•.c,Cnh.cty Ctotd 1000 C11.t�..0 1S=rR 236 � -`oaf— x'15 A ppyy n( Stormwater Management r-ontrol Plan CHA;� TMST 2097 Section Block Lot z S M C P -Plan Requirements: Provide 01 copy of the Building Permit Application Date. , * The applicant must provide a CempletelExplanation and/or ReasatMMGODEM all Information that has been Required by the following Checkli i IOWN OF SOUTJ60LD i P, =-• c cle Not Less rhat 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel ;^o;! .,,ng ,,el;,, YES NO NA If you need additional room for expl" ations, Please Provide additional Paper. '-aca o•. C �crtotlon of Property Boundaries l !L'`t� C r- �a:t,ra e� Man Made Features within 500 L.F. I �I th I; Utl va'y as required by 236-17(021. 1 t.,o•_at'^g Soil Characteristics&Depth to Ground Water. t[� A� )g ,& Area c- Proposed Land Disturbance, I I i _.t :5 :';; S -'roposed Contours of the SltC (Minimum Z Intcrvsis) 11 l ! � �L 12 le LII L-0 C a t al. .t a:; existing& proposed structures,rc2ds, l "'= '•'ays, rJe :2i!�s, drainage improvements&utilities, I� fides G F inish Floor Eievations for all existing$ o � C-:7S { l 3 Dear log: ` ;ro osed Swimming Dol and discharce ring. c o!: of orocosed Sail Stockplie Area(s). G to- oposto Consirucnon EntranceiStaging'Area(s). -7k 51:011y, LUMTRU15— L 21*.00sed concrete washout area(s). Shall include but not be limited to: prososee eros on 2 sediment control measures. L A w ell maintained Cohstruction Firitrancp 1:7rcarol P!-,-must includeCalculatlonsshowing I "' '' •a,: „ , cvemenis ai a sized to capture,store,and Infiltrate —acked Silt 1 "i` !r: ! om;ll impe-o:,s surfaces generated by a two(21 Inch e •:r;t i _ DRAINAGE INSPECTIONS ARE REQUIRED � j. �_.,.•h;Sett p;, , __for si.rrnwzter pracuccs are required f r a G a pprmal Contact n1g at`c �C;�{ls_hell iinclude bL`t not e - _ E - b.. limited to: i ,• ... ', -•r �' i.'a:.__ E, Slit: '.cces� "1 Installed to LI S`.!'t:Ctu!*eS leg catch basins,trench drains,etc.) -C==• ^2 S '1C`• i'ea :t.¢. `;7fiitration basins swales etc.) ' ' ' . I '.� ! :f'•-tl�i' NI "i' USE ONLY�.�E: .. . .-•--- --•-�l' --_.._._. _::::•.•::•r,.::.ce:_.�:a:::-::rt::r-•— -�.:-::. _. _- -•- ` l Additional Information i `� is Required. 1 ® Stormwater Mana-emei?t Control Plan is Not Complete. fzlI Stormwater Manageme t Control Plan is Complete. q �� SMCP has been approved by the Engineering Department "'i , I� Town Hall Annex �� Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P.0. Box 1179 rA ; Southold, NY 11971-0959 . BUILDING DEPARTMENT NOTICE OF UTILEATION..OF TRUSS TYPE CONSTRUCTION, PRE;-ENGINEERED. WOOD CONSTRUCTION AN01OR TIMBER CONSTRUCTION Date: April 26 2017 Owner:.- Kean and BYidae prj s=11 Location of Property: 909 Wi�n�ll•R C'YPPk �nY VP_� Matti 1-lick Please take notice that the (check applicable line): New residential structure . Addition to existing residential structure Rehabilitation to.an existing.residential structure to be,constructed or performed at the subject prooerty•reference above will utilize (check,applicable line): Truss type construction(17) ; Pre-engineered wood oonstr•t 6tion TW) Timber construction (TC) in the following location(s) (check applicable line): Floor frarming, including'gitders and beams (F) Roof framing(R) , Floor and ro raming (FR) Signature: =^^,� Name ( rson submitting this form): ••�vc.t c,V�(,Y Capacity (check applicable line): Owner Owner representative TrussResReg15.d0cx Effective 1/1/2015 EN-CONSULTANTS April 26, 2017 D 1EC[E0V[2DD Town of Southold Building Department MAY - 4 2017 Town Hall,53095 Main Road Southold,New York 11971 BUILDING DEPT. Re: Kean&Bridget Driscoll TOWN OF SOUTHOLD 905 Willis Creek Drive,Mattituck,NY SCTM#1000-123-10-3 Dear Building Department: In regard to the above referenced property, enclosed please find the following: 1. One building permit application; 2. Four(4) sets of stamped plans prepared by Condon Engineering,P.C. dated 4/18/17; 3. Two(2) surveys prepared by Nathan T. Corwin III, L.S. last dated 4/20/17; 4. Two(2) original signed Reschecks; 5. Copy of the Southold Town Trustees Administrative Permit,No. 8964A; 6. Fully completed Notice of Utilization of Truss Type Construction,Pre-Engineered Wood Construction and/or Timber Construction; 7. Fully completed Stormwater Management Work Sheet; 8. Fully completed Consent to Inspection form; and 7. Fully completed Application for Certificate of Occupancy I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. ' Sinc a y, Ro .Herrmann Coastal Management Specialist /ai Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283 6136 www.enconsultants com environmental consulting SURVEY OF AGS L� LOT 17 P OF HARBOR VIEW AT MATTITUCK O`fv FILE No. 8377 FILED AUGUST 21, 1987 SITUATED AT MATTITUCK TOWN OF SOUTHOLD R,4 SUFFOLK COUNTY, NEW YORK �'S9°00 S.C. TAX No. 1000-123-10-03 tea. H�--1 SCALE 1"=30' L MARCH 31, 2003 H MAY 2,2003 ADDED CONTOUR LINES L JANUARY 6,2008 UPDATE MAP SEPTEMBER 26,2012 UPDATE SURVEY �i MARCH 9, 2014 RE-TOPO WASHOUT AREA T/\ MAY 16,2016 UPDATE SURVEY AUGUST 4,2016 ADD PROPOSED FENCE JANUARY 24,2017 ADDED NOTE FOR SCREENED PORCH REPLACEMENT AREA = 46,083 sq. ft. (TO TIE UNE) 1 0$8 aC 1� J CERTIFIED T0: N DRAINAGE AREA BRIDG KEAN D. E. ISCOLL DRISCOLL $ FIRST AMERICAN TITLE INSURANCE COMPANY CONTOUR MORTGAGE CORPORATION WIDE ��'k ' 10'LKWAY 6 8?' Lp NOTES- _ 13 EoUNS 1 ELEVATIONS ARE REFERENCED TO N A.V D. 1983 DATUM "E o2 c5� EXISTING ELEVATIONS ARE SHOWN THUS 5J7 - EXISTING CONTOUR LINES ARE SHOWN THUS: -———-5-———- ' F..FL- nFLOOR FIRST EID G GEL- FIROR TO - TOP OF BUU(HFM N ' 1 O. .9 - so.OM of BuUO'm 1 TW - TOP OF WALL B W - BaROM OF WN1 y 2 AREA OF DISTURBANCE IS 2,750 sq. ft. cel T � ^ Lor EXISTING LOT COVERAGE OVER v p I s x'".84 O \ UPLAND AREA (42,857 sq ft) DESCRIPTION AREA Y. LOT COVERAGE r N C, �°c` �� 2Ra•e•• f a \1 Gac'�cn EXIST HOUSE 2,134 sq. ft. 5.0% 8 �?� Qct �� M P 4y• y EXIST FRONT PORCH 63 sq. f1. 0-1Y. 5 V s .\r r• AryBP� 12, �4,}`1+ro _•fig• EXIST REAR PORCH 493 sq f1. 1 2% � rAge •J' \' "L 'b, \ NS ° 110\ S`O TOTAL EXISTING 2,690 sq. ft. 6,37 �s"oyQ 'aR o' •4 a• e ft;�'�.�\ �,}E pp0.�w��ER� 9 � m t�1tP�'" WN51J}C` s� OGN /s• 0 a�U5� LOT i6 m.. .'�Y�o ' PANE. Ndl °9pP" • �A 16o aof q0°� \ \e3, 1 I I I 1 �4 �� vutES`y5 •�`�A'N � v 1y3 a\,}E. +a.T \\ � /jJl ——�,<�� 9 ry �t�e�10�b,y T \<If 4 APPROVED BY a—\$,�j�`���\� �/���i /// �" G BOARD OF ITzUSTEES TOWN OF SOUTHOLD \ i ' '—: �-- N 5 DATE mAgcgL 2212017 ,, 1 � 24 .IA 1Fp ped"GO- 42 ll \\\ a�'o�n\\ OJ 00 f E _ _ NFs pry Fl r' 1,- , / IJ l= !' --l1 ems\\ 5?1 jJ5 D�' p`'� I M1 2 6 2017 5 Sou1'v�d Icwn ) BY, co`M°"us sounwT ,�° ELAO S SUlT4NTSNNptEy I oNFA1Ep 58.29' 1 TB yyTyL TOW SILL BUL%HF?D PREPARED IN ACCORDANCE WITH THE MIVUAUM DEEP ROLE' OR WILLIS CREEK ��C° E TITLE P�Rµ�°P�o TOLE A.ACj nqj 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 09 EY IS A VIOLATION OF Nathan Taft Corwin III E CT72Or THE NEW YORK STATE EDUCATION LAW THECOPIELANDS OF THIS SURVEY MAP NOT OR INC Land Surveyor SED SEAL�SHPIL INOTOBS CONSIDERED TO BE A VALID TRUE COPT CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THEPERSON FOR WHOM THE SURVEY PREPARED,AND ON HIS BEHALF TO THE SUOOeSSOr TO Stanley J.Isaksan,Jr.LS IS TITLE COMPANY,GOVERNMENTAL AGENCY ANO Joseph A Ingegno LS LENDING THE ASSICNEESIC OF THED LENDING INEON 4 OR- Titfe Surveys—Subdmslons — SIt6 Plans — Construction Layout TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED Ar AND OR MAILING ADDRESSR EASEMENTS OF RECORD,IF 1566 Mon Rood ANY,NOT SHOWN ARE NOT GUARANTEED James158POrt, New York 11947 P O Box 16 Jamesport,New York 11947 TYPICAL LEACHING POOL APPROVAL OF STORMWATER MANAGEMENT COWROk PIAN -T n Cod pt r'736 Date: q g 7 5 •ISP=��er�_ - - 1 - = . ria Ai - t- =M•x Approved by: caNunr[00T[R- [LKR[TL ouwrtr—. YYuc QQ� . INur� I—� —IL 17(ZA INAGiE R� PITCNm nla ve',f s� a � lrAmrucN D❑OO� w ` I �_ AlRPDNr DOO�7 s a, / B 7 �I ,6Nax['. 74-/ I�IILL15 � �3�`'�•E/G Ic. W�LKhI _ � 11, at,cku Pt Alie � Fr Al SITE 0 § YYIx wcNlNe � 1 ryI' ` "e7 G R E A T P E C O N I C Z 7 / I bi A Y LU r , ® Q 0 G Uy OROOR0IURLR ['Yi.PENETaATION - W 1NTO vp01N,TR.TA L1NDE1¢yacoLlND 4TILIT-( , / I W L(ER nu M/IT[111AL TO K OL,nN/ a.NO lno OR.vaL • bF�YIGE- 20OA✓IP \ / U Z 11AM AN.,RAVEL - EL ECT IZAG TELEPHONE! _L,�o ' T� _R09.¢glft45EDIPfENT CONTROLS uh10ER4RalANC,'W,�•TeR RVEhlsv'f Y RECTANGULAR SEPTIC TANK �� ` V gp,svlG( cONNFGT To o , , Shall include but not be limited to: � D - • Uy.1MLIN ITY W/�TER �r6TEM 1 ' I A well maintained Construction Entraa�ce, ~ PITCp17BFo 5/.IJITT^1= ,1 e II4 1 I Wire Backed Silt Fencing, stabilization & a I-goo q..L. OE.1 T'IG TAIJK I�Ntt- - i I S.a FT.DV.w14 Fr DEEP Seeding of exposed and/or inactive soils. ® L6�u-IiIJgfzaoLa -U `'-` O I-0F'T Dt�r 4 p-r Pr-'Fp�pUTUad�, L L T w Ex19l WM01J LFiC44IHC4 1'&L- 1 2 6Ua— / LPLP �G 2 76117E DitAINAGE INSPECTIONS'ARE REQUIRED _ L•2NIe4W / Contact TOS Engineering at 765-1560 befo TO WAOe Tom; Backfill,OR Provide Engineer's Certification ONYNET 1'YYL,•Wil. - r r 4110, P�-r.IN4, V4-,-LLL. _ that the drainage has been'installed to Cod 6 G aC_> TOP Tl+l t.l-•T 11.4' - / / 1 R / ^+B , IRLcYic. `•' P?ra_ %'1 4R Irl a�F A .A-01A.AP• n[r r 11 - . L; 'k.T.i. ,.Y; , -f'� -r M V7 fL YIN. ,D.. - X ITENEO V�%r PROVLO NK � � G- / -- r+• `.moi . I,:S; / /� ' �7 SITE DATA <. BTinPe..d T>;R L.E•Lal-Irleq `t^125:2 •• _ __ _ tl / ) �J o°>a SCT M Al 1000-123-103 DP+.II+I C�Ea VF 6L.. -1.r., ��.,• . -., - _ T ) / PROPERTY: 805 Willis Creek Drive I.P; 8PT Dr,r4r7 DEGP lo,! "J, w ! � 9 TW pyo I I �, p .rim - � ` i � I ADDRESS MettrluL*NY 11952 �w �^J'o� 4 ' f25T/•twlleJe� y.IrLL.Le -I° X,' ( OWNER: Patrick Seollard lbr6 eea.71/MWSILe ': I�` ) 1 129 Staford/Wehue «' ► \ ) Garden Clry,NY 11530EXISTINut F.Leei-Ir! ZONING AgrkwkuralC servarlon(A C) FNE W SToW�I WI.TE.R- 9p�.IwLaq E; 14 �` I p tanaec SYSTEM: 6pT Plh..4 FrMMp \ —� -_/ N Q1TE 10472 acras t!•.ND LEfCIJ1Jfi ri7DL.6 1 PCF" N O AREA S HoulaLs coRl-IER- 4 TDT.o1- I ce1.1N El.TEo Tb IaDI••11•l9tbLr19 \`"��� l I SURVEYOR: Pecomc Swveyors,PC Southold,NY 11971 � �1 o Fi. {4LfT'TLaAe • �\ Ii i hca-6'lo"W 11 (cense#LS 49616 c aF Dated February 16,1990 ! fi 7.1 I l 1 -" r �/�� NOTES: -Elevations shown aro based on National INT-+p4arw SPECIES IAHDS�PN[i�L ZED �\ 1!N• ,( GeodBhc Vertical Datum of 1929 _public water Is avalLable to the site Projecl No 9915 I'1 P•.•L¢ ���-- -The eof wells and cesspools shownh ereon eon are from field observaLons Drawn By. UT�D • �P.,YAC and of.hpm data obtained from others Checked By TS F I HEALTH 'I am famtliar with the standards Date R 4.93 _7 DEPT for approval and consWctlon of / ___Z--_G Ga�n1MUN1-(Y IN FOizt. •-r 1ci1J ---- - �o + SEAG STATEMENT subsurface seN res len esal systems Scale '� — H for shale fermly resklences and I 3'90 pM• Fo �/ ll•1!/-9 vnU abltle conditions set 1 --_ '/ Sheet Title m forth thweln on the permit to ' construct SITE 2 7-•ML'••' C{Ar.17f.EL Ila' W P��\ `__--J/F/ SIGNED: 8tPLAN SITE Patrick 6.•(J1N4 PpT"- arDETAILS L px- T�ti11� Z IE.+b.e I:aIJIJD eLw+14' IE +74• tib' Ft f<Iu-ao z�/pq 2- �^� c> ITE. PL_,.ai�l � 2•FAI Sheel Na T LAM Io PT 4,4, p Fr __ ,JoTE. PQoI�E.P-TY I-I.a•D PrElo ia..ApPRovwL FIZD✓le SEPTIC Pt20FILE gyp( PE'IG -TlY6PE- F1_ IT/0/9147 9my9ilG/90o�r�o D SEP-76B(i G�� D". rop /c/I4D/91 r-I TDWN OF SOUTHOLD -—Lir J0,0-POWIJ x.20 of-79We-TE.H0 PERMIT 32 'J9�-$ 4/aa/99 t. - REScheck Software Version 4.6.3 Compliance Certificate Project Driscoll Residence Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 905 Willis Creek Drive John Condon Mattituck, NY 11952 Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 0 0 - 4 0 0 0 JJLN 00`0 Envelope Assemblies Gross Area Cavity Cont. U Perimeter Wall 1:Wood Frame, 16" o.c. 540 25.0 2.0 0.047 17 Comment: 2" closed cell foam withy R-13 unfaced batts Window 1:Wood Frame:Double Pane with Low-E 130 0.310 40 SHGC: 0.34 Door 1:Solid 40 0.310 12 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 18 42.0 1.0 0.024 0 Comment:7"closed cell foam on slab below Compliance Statement: The proposed budding 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirement t 'n t check Inspection Checklist�Arll_7 John) CondonD t Name-Title Signat Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Pagel of 9 .l f 0 REScheck Software Version 4.6.3 Inspection checklist N/" Energy Code: 2015 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 &Re .ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the ❑Not Observable U :building envelope.Thermal ❑Not Applicable ; envelope represented on construction documents. ; 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for { [PR3]1 ;lighting and mechanical systems. ❑Not Observable v :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 Isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ion loads calculated per RCCA 1 Cooling: Cooling: !❑Not Observable ' I Manual J or other methods : Btu/hr Btu/hr :❑Not Applicable approved by the code official. ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 2 of 9 a. ►= ,, ?' ',ry}"';'`` G' ' ` . : •'�„`-,i--, 'r�"'t c',<c•;;1.,,,,: ;, na:,° = + �'°''” Foundation,Inspection Complies? Comments/Assumptionsv,,,, protective covering is installed to ;❑Complies [F0,11]?,It-.;,}protect exposed exterior insulation E Does Not i ;ty,.`;r'I.,Viand extends a minimum of 6 in.below ❑Not Observable; ,I grade. ❑Not Applicable 403:9 „ ;Snow-and ice-melting system controls ❑Complies rFnl2]2_ i installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 3 of 9 .D r f Section - -Plans Verified° Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, :Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values [FRI]1 ; ;❑Not Observable ;❑Not Applicable 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, ; ' 402.3.6, EI Observable 402.5 I ; ;❑Not Applicable [FR2]1 ' U 303.1.3 ;U-factors of fenestration products JOComplies [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 ❑Complies ; [FR23]1 installed per manufacturer's El Does Not v instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 ;is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ' v ;or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code ❑Not Applicable ; ;limits. ' 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 isealed at housing/interior finish ❑Does Not sand labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable a❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not CID) ;>=3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and ❑Not Applicable l return ducts in other portions of pP ;the building insulated >= R-6 for ,diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.3.5 ;Building cavities are not used as ❑Complies ; [FR15]3 ;ducts or plenums. ❑Does Not l� []Not Observable ; ❑Not Applicable 403.4 I HVAC piping conveying fluids R- R- 1❑Complies ; [FR17]2 above 105°F or chilled fluids ;❑Does Not u below 55°F are insulated to>_R- ' '❑Not Observable ; 3 ; ;❑Not Applicable 403.4.1 !Protection of insulation on HVAC _ ❑Complies [FR24]1 piping. I _ ❑Does Not (� ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ❑Complies [FR18]2 _>R-3. ;❑Does Not U ; ; ;❑Not Observable ;❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 4 of 9 i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 5 of 9 .,1 � 1 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not U provided. ' ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ElWood ;E] Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the v ,underside of the subfloor, or floor ❑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 ;E] Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation : :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: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 6 of 9 Se Fbon Plarns Verified Field Verified Com Iles? . Comments/Assum tions # .: Final Inspectionn-provisions-- p p '&Req.ID ' Value Value', 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F[3]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 [FI17]1 ach in Climate Zones 1-2, and :013oes Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]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 tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. ; 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ftz ;❑Does Not ;either: Rough-In test:Total ; ❑Not Observable f leakage measured with a ;❑Not Applicable pressure differential of 0.1 Inch ;w.g. across the system Including ; 1 ;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 1 including the manufacturer's air 1 ; ;handier enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of IE]Does Not ;design airflow. ❑Not Observable ' ❑Not Applicable 403.1,1 `Programmable thermostats ❑Complies (FI9]2 l installed for control of primary -❑Does Not ,heating and cooling systems and JE]Not Observable ' initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 )'Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. IE]Does Not ; -]Not Observable Y ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 asystems have automatic or ❑Does Not ,accessible manual controls. ❑Not Observable 3 _ I ❑Not Applicable 403.6.1 iAll mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy ❑Not Observable ;and air flow limits. , i[]Not Applicable r 403.2 ;Hot water boilers supplying heat - , ; _ ❑Complies [F126]2 through one-or two-pipe heating []Does Not ; systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable ; temperature. ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.5.1.1 Heated water circulation systems ❑Complies 1 [F128]2 have a circulation pump.The ❑Does Not )system return pipe is a dedicated ' Jreturn pipe or a cold water supply []Not Observable pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are }not present.Controls for ; !circulating hot water system ;pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and j no demand for hot water exists. , 403.5.1.2 4 Electric heat trace systems ❑Complies [F129]2comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that 10Complies [F130]2 have recirculation pumps that 1,❑Does Not !pump water from a heated water 1 supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a 1 demand recirculation water ,system. Pumps have controls ; that manage operation of the ; pump and limit the temperature I of the water entering the cold f water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not j B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat I recovery units<3 psi for ❑Not Applicable t�individual units connected to one y or two showers. Potable water- side pressure loss of drain water I heat recovery units<2 psi for individual units connected to ¢ Ithree or more showers. j 404.1 ;75%of lamps in permanent `❑Complies (FI6]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable ' Does not apply to low-voltage lighting. i` ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not v , ❑Not Observable ❑Not Ap_J plicable 4013 Compliance certificate posted. ❑Complies [F[7]2 i ❑Does Not i ❑Not Observable I f❑Not Applicable 303.3 ,Manufacturer manuals for - •I❑Complies [FI18]3 :mechanical and water heating ❑Does Not ;systems have been provided. 1 ❑Not Observable 1 []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Enginee ring\STRUCTURAL\Driskoll-NFWW\Driscol1.rck Page 8 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 04/18/17 Data filename: D:\Condon Engineering\STRUCTURAL\Driskoll-NFWW\Driscoll.rck Page 9 of 9 SURVEY OF L O T 17 MAP OF HARBOR VIEW AT MATTITUCK ON FILE No. 8377 FILED AUGUST 21 , 1987 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 123- 10-03 s9�8o SCALE 1 "=30' �I MARCH 31 , 2003 L MAY 2, 2003 ADDED CONTOUR LINES �{ JANUARY 6, 2008 UPDATE MAP L SEPTEMBER 26, 2012 UPDATE SURVEY MARCH 9, 2014 RE—TOPO WASHOUT AREA MAY 16, 2016 UPDATE SURVEY AUGUST 4, 2016 ADD PROPOSED FENCE `f 1 JANUARY 24, 2017 ADDED NOTE FOR SCREENED PORCH REPLACEMENT APRIL 20, 2017 ADD FLOOD ZONES AREA = 46,083 sq. ft. (TO TIE LINE) 1 .058 OC. CER TIFIED TO: N AREA KEAN D. DRISCOLL On DRAINAGE Sao BRIDGET E. DRISCOLL FIRST AMERICAN TITLE INSURANCE COMPANY / % CONTOUR MORTGAGE CORPORATION WIDE NOTES: gWAY 10 L / , 0 S1 o J� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Zm ./ Fp25 EXISTING ELEVATIONS ARE SHOWN THUS:5-0 I — — —— — / PAPE EXISTING CONTOUR LINES ARE SHOWN THUS: —5 — — —— ' F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR / » E T.B. - TOP OF BULKHEAD \ B'B. _ BOTTOM OF BULKHEAD TOP OF WALL B.W. - BOTTOM OF WALL \ 2. AREA OF DISTURBANCE IS 2,750 sq. ft. \ 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482 H Ok� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); eF[ LOT 17 \ y 9 BASE FLOOD ELEVATIONS DETERMINED vN t G��.e<o \ r�� ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD �� v eF4GC.. ak��Re \\ �' ����, WITH AVERAGE AND AREASSPROTECTEDS THAN 1 FBYTLEVEESOR ITFROMA1% ANNUALINAGE S LESS THAN SQUARECHANCE FLOOD. 0�0+0} �k ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. qK' Qj coat G QR. ` . e �e \ - ,�P 0 Ary e *\ _'a i \ CTS a s\\ e � '00 Q\p�ON C C�a P° EXISTING LOT COVERAGE OVER 4 ► .\ ���`� ���� UPLAND AREA (42,857 sq. f t. nyc E_ DESCRIPTION AREA % LOT COVERAGE eg�oG� QGa PNP���P EXIST. HOUSE 2,134 sq. ft. 5.0% EXIST. FRONT PORCH 63 sq. ft. 0.1% EXIST. REAR PORCH 493 sq. ft. 1.2% ODII LOT %-!k4 TOTAL EXISTING 2,690 sq. ft. 6.3% 114.7 4.7 F F�do° � \ 83, I I�I �+ BJ�Q c 160 8.p OOF Qo G� \ \13.9 Sz B �y /,�Q� a\GY,6 3.9 6-6x� = 1 I 14.7 �\��� //// / �� 0��1P�� NO 0 zzXAo Ix4.5 s .7 v o Ix 1 \ 4. / 14@ x1.1 14.6 I �/// .3y / *12. '1 1 \\ \\\x/ X11 0 G XB'D _ ' 9.5 �� X 1.3 / / / 7 LO 1J 1:11 1x1� %/ T�� / // i /OJy�� � N 9cz 61 G 9 CN'M6N� / G0�oEL oP b1b, / \ /4.2 �o too o to���R 1' \ TB 7 PVA OS�NG Lill \ tXA.I�c FLAG SII r r PQ CD TIDAL w FLAG S 84-20'16 Q " W SOU BY EN-Cp SU TANTS,N A AS DELINEATED 55.29' MEMBER 10, 2015 re TB. SILL BULKHEAD PREPARED IN ACCORDANCE WITH THE MINIMUM VINYL LOW ��� ����� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ���� BY THE L.I.USE AND APPROVED AND ADOPTED O�� FOR SUCH USE BY E NEW YORK STATE LAND ��p TITLE ASSOCIATION. t., /aFP t�, AXF-1 6 0�?_� ,R Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION ' TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 72LA OF THE NEW YORK STATE LAW.W. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 Anderson D P481l2'x4'-013/16' c9� Framing Notes" (5)2X6 POST(BEARS ON FOUNDATION BELOW) EX.FLITCH BEAM ABOVE The contractor is to verify all measurements in the field and any discrepancies are to be brought to the r-------J ' ' `------ attention of the Engineer prior to construction. i i i i I Anderson TW20510-3 I 9 I i i I i I i�i 4 ---J�---- ."� L------_A. J-------J----.--- j l 1 1 a Wood Framing I I a j 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: II X.2X10 FJ @ 16'O.C. I =X.2X10 FJ C 16'O.C. N Fb=825 psi Kitchen ( Q Fv=95 psi 12 M Fc perp=625 psi I I+ ----Q-I M E=1,600,000 psi Q-----�`----- p ; Ex. Screened Porch 2 2. All Laminated Veneer Lumber is to have the following minimum specifications: 1 ' :X Nese Kitchen W i " � 6 �_= r1 '1'� Fb=2,900 psi I ,M 4:7- Fv=290 psi M Perp=650 psi si 1�v �—EX.WALL TO BE REMOVED I E=2,000,000 psi zan 1 3. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: o w :(5) �-NEW 3'-0'X 6'-8'DUTCH DOOR Fb=975 psi (2)2X12 HDR. (2)2X12 HDR. ' (2)2X12 HDR. i Fv=175 psi 2X6 POST(BEARS ON FOUNDATION BELOW) E=1,600,000 psi Fc perp=565 psi I ------ —�/�— 4. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in SIDING TO MATCH EXISTING accordance with the manufacturers specifications. , i Laund2 5. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in accordance with the manufacturers specifications. I 6. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12.O.C. field). I 7. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. 0 Anderson GW145 8. Blocking is to be installed at all point load bearing points. Anderson TW26510-3 9. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 FIRST FLOOR PLAN AND SECOND FLOOR FRAMING PLAN Stainless Steel. EW 3'-0•x 6'-s"DUTCH DOOR SCALE:1/4*=1'-01" 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. PARTIAL SOUTH ELEVATION 12. Contractor to coordinate boxing out of framing for all mechanical,plumbing and electrical equipment with SCALE:1/4"=V-0" the architect,subcontractors and engineer. (5)2X6 POST FROM ABOVE i SIDING TO MATCH EXISTING ci Design Loads: EXISTING FLOOR TO REMAI 0) rn W -Roof-Live Load-30 psf Based on ASCE-7 and LU Pg=25 psf per Figure R301.2(5) rn W -Dead Load-15 psf a EX.P.C.SLAB BELOW -2nd Floor -Live Load-40 psf Ul 11 N -Dead Load-15 psf 111 Anderson Anderson Anderson -1 st Floor -Live Load-40 psf AOAS NOTED -Dead Load-15 psf 4'-81/2'x 4'-413!16' Anderson TW20510 3 CW145 P CW145 r" /�' .- EX.FOUNDATION DATE: EB.P.r, l e� -Wind Loads-130 mph-ASCE-7 FEE:�I �'�: I qh=41.1 psf(Exposure D) NOTIFY BUILD'NG DEloi,,,T AT Roof C&C Loads: 765-1862 P ;"yt TO 4 M FOR THE -43.2 psf(Zone 1) FOL!_^'.'Jf"JC IP1S'E^ .�P�iv: -71.1 psf(Zone 2 j (5)2X6 POST FROM ABOVE 1. FO'..J; D� ,Old - "'btd RCQU:^_D -106.9 psf(Zone 3) F";FI POUP:ED ,., Wall C&C Loads: 2. RQUGf-I - F RAtti"+' " F, Ft l'tpBIPiG -50.4 psf(Zone 4) 3. INSULATION -60.6 psf(Zone 5) PARTIAL EAST ELEVATION FIRST FLOOR FRAMING AND FOUNDATION PLAN 4. BEN COM LET''^rnr.,�t. M,usT THIS BUILDING IS DESIGNED AS AN ENCLOSED SCALE:1/4'=1'-0" SCALE: 1l4"-1-0" ALL CO?dSTRUCTION S'-��;i.L MEET THE STRUCTURE. - REQUIREMENTS OF THE`ODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper COMPLY WITH ALL CODES OF Association Wood Frame Construction Manual for One and Two Family NEW YORK STATE & TOWN CODE-Dwelling Units-High Wind Addition and ASCE 7. AS REQUIRED AND CONDITIONS OF DRAINAGE INSPECTIONS ARE REOUIRED SIMPSON TSPZ STRAP Contact TOS Engineering at 765-1560 before SIMPSON SDWC15450 -. Backfill,OR Provide Enetlneer's Certification WITH E COAT _SOI #8tt;��t" t�� 1 1%BOARD that the drainage has b^^n installed to Cade. Op 5B•0 X 12"LONG GALV.ANCHOR BOLTS AT 28•O.C.MAX.,12- SIMPSON TOWN TRUSTEES SIMPSON LSTA36 MAX.FROM CORNERS WITH A SIMPSON BP5/8-3 BEARING PLATE LVL BEAM (SEE PLAN FOR SIZE) 8" 16" STRAP 2-SIMPSONH4ZSTRAPS PLUMBER CERTIFICA 70111VREVISIONS 5/8.0 BOLTS ON LEAD CONTENT BEi u�c NOTE: CERTIFICATE OF OCCU ANCY PROVIDE 2 STRAPS EACH SIDE FOR WINDOW - 0'F Iq OCCUPANCY OR SOLDER USED IN WA ER HEADERS OVER 5 LONG. USE IS UNLAWFUL SUPPLY SYSTEM? CAN 10T co EXCEED 2,110 OF I% Li 'AD. 1 ,, N TYPICAL WINDOW AND DOOR HEADER WITHOUT CERT(FlulgT; 3 " TYPICAL WALL AND SILL STRAPPING DETAIL �.: A36 STEEL FLITCH PLATE STRAPPING DETAIL EACH CORNER NTS OF OCCUPANCY PLUMBING (SEE PLAN FOR SIZE) NTS ALL PLU^.781'JO Vl'/',STE FLITCH BEAM DETAILS ELECTRICAL &WATER LIN1ESEN_ N.T.S. INSPECTION REQUIRED TESTING BEFORE Scale:AS SHOWN Condon Engineering, P.C. DRI SCOL s RESIDENCE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York StateCREEKDE Education Law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road MATTITUCK, NEW YORK direction of a licensed Professional Engineer,Architect,or land Surveyor,to atter any Drawn by:JJC MattituCk New York 11952 Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is / altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his1her (631)298-1986 (631)298-2651 Fax NOTES AN D seal and the notation*Altered by"followed by his/her signature and the date of such Date:4/18/2017 WWw.Condonen ineerin .Com alterations,and a specific description of the alteration. g g SPECIFICATIONS