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HomeMy WebLinkAbout40363-Z 'f Town of Southold 11/13/2018 P.O.Box 1179 , 53095 Main Rd Southold,New York 11971 1 # CERTIFICATE OF OCCUPANCY No: 40036 Date: 11/9/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 950 Red Fox Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-1-23.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2015 pursuant to which Building Permit No. 40363 dated 12/21/2015 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 INCLUDING PARTIALLY FINISHED BASEMENT WITH BATHROOM AND WRAP-AROUND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Hou,Victor of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40363 11-25-2016 PLUMBERS CERTIFICATION DATED 10-19-2018 1 Jo Del Vec hio Atho ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40363 Date: 12/21/2015 Permission is hereby granted to: Hou, Victor 1 Liberty Piz New York, NY 10006 To: Construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 950 Red Fox Rd,Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-23.1 Pursuant to application dated 11/9/2015 and approved by the Building Inspector. To expire on 6/21/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,470.80 CO -ADDITION TO DWELLING $50.00 Total: $1,520.80 ABn % or Form No.6 DD TOWN OF SOUTHOLD APR 7 2018 BUILDING DEPARTMENT TOWN HALL 765-1802 / BUILDING DEPT. —Aj?PLICATION FOR CERTIFICATE OF OCCUPAP""V TOWN OF SOUTHOLD This application must be fio- ' in by typewriter or ink and submitted to the Building—-partment with the following: A. For new building or new ,,she: � 1. Final survey of property 'th accurate location of all buildings,propert 'nes,streets,and unusual natural or topographic features. 2. Final Approval from Healt,. ept. of water supply and sewerage-dis ..al (S-9 form). 3. Approval of electrical install a n from Board of Fire Underwriters 4. Sworn statement from plumber\ofmpleted hat the solder used in stem contains less than 2/10 of 1%lead. 5. Commercial building, industriamultiple residences a d similar buildings and installations,a certificate of Code Compliance from archineer responsible f the building. 6. Submit Planning Board Approvleted site plan rf irements. B. For existing buildings (prior to A )non-confo; mg uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property shonerty liPPV,streets,building and unusual natural or topographic features. 2. A properly completed application and conseiAo i�►bpect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the rF ns therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dw/$.2 lli $ 00, dditions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory $50.00, dditions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-exilding- , 10.00 3. Copy of Certificate of Occupancy-4. Updated Certificate of Occupancy-5. Temporary Certificate of Occupancential$15.0rVommercial$15.00 I Dat Y l 1 L l 1$ New Construction: V/ u� (— 91d or Pre-existing Building:_ (check one) Location of Property House N ) Street Hamlet Owner or Owners of Property w c. Suffolk County Tax Map Nc y000, Section 4 3 �1 Block Lot Subdivision G� J Filed Map._ Lot: Permit No. 1.I (0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (ch ck one) Fee Submitted: $ 5� App ica t Signatu e *pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .Old �o roger.riche rt(c�town.southoId.ny.us OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Victor Hou Address: 950 Red Fox Road City: Mattituck St: New York Zip: 11952 Building Permit#• 40363 Section: 106 Block: 1 Lot: 231 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vue Electric License No: 5230-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 24 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 43 CO Detectors Sub Panel A/C Blower Range Recpt 30A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt30A Emergency Fixture Time Clocks Disconnect 200A Switches 38 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 3- Exhaust Fans, 1- Paddle Fan, 10 ft. Plug Mold, 34 Assorted Light Fixtures, 4- GFCI Circiut Breakers, Nates: 8- ARC Fault Circuit Breakers. Inspector Signature: � -e� Date: November 15, 2016 0-Cert Electrical Compliance Form.xls *pF SOUr�,o� Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959fly� ou�m, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �° " `�'19 Building Permit No. V0 3�� Owner• Ltvim 4 J,&v (Please print) Plumber: }'j t�. ' MI 4 31-7,t 9 -471 � (Please print) Kte v/fue- /vcw aIi+.-jJ .-% It t," �v7b1 �.1�h t,P Ve< lead. d Irl I certify thayhe solder usethe water supply system contains less tan h2/10 of I% Signature) Sworn to before me this day ofOchom20__L,� 30UNIAN DAG Notary Public -State of Ne,,J York " P!0 01DA6315731 Notary Public, _Coun J` (3rialified in Kings County " PL'C,)mmission Expires Dec 1, 2018 11 .T. T.D Jennifer Leuba 366 Broadway 9C New York, NY 10013 917-670-5563 Building Department Town of Southold Town Hall Annex PO Box 1179 Southold, NY 11971-0959 950 Red Fox Road—Mattituck/ Plumber's Solder Certificate /Permit 40363 Dear Sir/Madam, I am enclosing the Plumber's Solder Certificate in connection with Permit 40363. I had to sign it as the homeowner, hope this suffices. We renovated years ago, and apparently our contractor left a few loose ends, such as getting the final C of O. We received a letter from the Building Department in September outlining what still remains to be done. Very sorry, we had no idea there were these loose ends. The plumber who did the work on the renovation was John Del Vecchio, of J&B Enterprise Plg. & Htg.,161 Pawnee Avenue, Mastic, NY 11950 (tel: 631-729-6714). I've talked to John and he told me the pipes were not all plastic, but that they are up to code, lead-wise. I sent him the Solder Certificate soon after I got the town's letter and asked him to submit to the Building Department. I've called him several times since and emailed, but haven't heard back so am sending it in with my signature. Please let me know if there is anything more we need to do with this Certificate. We still need to arrange the inspection of the smoke and carbon detectors so I'll be in touch about that, I hope next week. Thank you. V)uba D / i ':D � Z N W j A f ncnYOU N 3 rn 20 xChS ARCH o �N a'� r o Z 9 D J Building Department Town of Southold OCT 3 0 20,13 Town Hall Annex P.O. Box 1179 , -t =>t� g prTIT. Southold, NY 119711-0959, ;' a`T,D Re: Permit# 40363 950 Red Fox Rd. Mattituck, NY 11952 Attn: Building Inspector Per your conversations with my client Jennifer Leuba of 950 Red Fox Rd. Mattituck, NY Due to the dissolved nature of the construction firm "Weslek Woodworking Inc."formerly run by Ian Weslek who performed the work at the Red Fox Rd under permit#40363 back in 2016. My client now has no means of contacting him in order to resolve the issue and have him hand in the"plumbing Solder Certificate"to obtain a C/O. With that, in light of the unforeseen circumstances with the contractor, as the RYA Architect for the job please accept the following signed/stamped solder certificate as a formal sign off on the plumbing work done to date. I can personally attest to the best of my knowledge through multiple site visits, inspection of work performed and many photos of record,that the plumbing work was preformed according to code using proper solder material containing less that 2/10 of1%of lead as required. Please see following signed certificate. If there are any questions please feel free to contact me. �cerely, Greg W,Tietjen,A.I.A. P.O. Box 1162 Bridgehampton, NY 11932 (631)903-2281 i OF SDUlyol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS:- DATE EMARKS:DATE d-2- •��- INSPECTOR '� rsf s 0 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION I ZIFO�U/NDATION IST ROUGH PLUMBING I FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLAnN CAU�� REMARKS:- F DATE--3 ANSPECTOR f4f soly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N TOF /IF NDATION I ST ROUGH PLUMBING OUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 'T�J- ag,i x #Fw - DATE L+ - INSPECTOR �o��OG SOUTyolo ��'YOOU1fIV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: lW �C DATE ( INSPECTOR Of SOUry�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [V]/OUGHl PLUMBING [ ] FOUNDATION 2ND [ 1 1 SOLATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �� yZ' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R,,06GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Qt &vv i 0 I S I DATE V INSPECTOR OF SOUlyolo lJ� � • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: «�L KC DATE f �� �� INSPECTOR 400 OF SOUTyo f # TOWN OF SOUTHOLD BUILDING DEPT. `��ourrtr � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATI [ ] FRAMING / STRAPPING [vi40FINA L *//, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: VH 0 (YIMVv�Y�' �NI�-iOA �mko Lwa��- on or wv-" W-S, DATE INSPECTORXU N tea,• C y x t» O O Z O p O Qy Date: October 21, 2016 Project: 950 Red Fox Road, Mattituck, NY 11952— Building permit#40363 Attention: Southold Building Department From: Robert Young Architects Re: Additional information required for certificate of occupancy To whom it may concern, We confirm that the insulation at all the walls,floors and roofs was installed pursuant to New York State residential code. If you have any questions, please do not hesitate to give us a call. Sincerely, Robert Young,AIA, Principal at Robert Young Architect, PLLC I DD OCT 2 7 2016 BUILDING DEPT. TOWN OF SOUTHOLD mow( ME �. RPM%W.111►. gin IVA 1 s, 4h, NE Owl LIM- x t p- W -- / /l.. .J .AtI//G MM . • r `. u 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 TEL:(631)765-1802 FAX:(631)765-9502 Planning Board approval 2 Survey SoutholdTown.NorthFork.net PERMITNO. J Check Septic Form N.Y.S.D.E.0 Trustees C.O.Application Examined 20 ;� Flood Permit P j Single&Separate Storm-Water Assessment Form NOY 9 2015 i I contact: i Approved 20 Disapproved a/c L W Phone: �i, Expiration Building t ector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 11/5 ,20 15 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. e.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 1S 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. (Signature ofpticant or name,if a corporation) Box 200 Speonk N.Y. 11972 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Narne of owner of premises_ Jennifer and Vctor Leuba (As on the tax roll or latest deed) If a i nl' 4 co ti ,signature of�uly authorized officer pt.Ll4. Pres. (N aIfand title of corporate officer) Builders License No. 29649-h Plumbers License No. Electricians License No.:a —✓N Other Trade's License No. 1. Location of land on whichproposed work will be done: 950 Red Fox Road ' House Number Street Hamlet County Tax Map No. 1000 Section 10B Block 1 Loth_ Subdivision Filed Map No. 1000 Lot 106 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy residence b. Intended use and occupancy rescidence 3. Nature of work(check which applicable):New Building Addition x Alteration x Repair Removal Demolition Other Work 4. Estimated Cost 450,000.00Fee (Description) (To be paid on tiling this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 47 Rear 47 Depth 43.7 Height Number of Stories Dimensions of same structure with alterations or additions: Front 47 Rear 47 Depth 43.7 Height Number of Stories 1 story 8. Dimensions of entire new construction:Front 47 Rear 47 Depth 43.7 Height Number of Stories_ i story 9. Size of tot:Front 65 Rear ?65 Depth ?069 10.Date of Purchase Name of Former Owner it/m/5 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO x Will excess fill be removed fi-om premises?YES_NO x 14.Names of Owner of premises Jennifer and Victor ill@ss 950 Red Fox Road phone No. 9176705563 Name of Architect Robert young Achitects Address 526 w 26 st n.y.,n.y Phone No 212 687 6940 Name of Contractor Manuel&Contracting Inc. Address Box 200 8peonk N,Y 11972 Phone No. 831 828 1181 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.is this property within 300 feet of a tidal wetiand?* 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) a3 COUNTY OF� Dk I 1 l��il being duly swom,deposes and says that(s)he is the applicant LLZI MCD=` (Name of individual signing contract bove named, (S)He is thehC��^ (Contractor,Agent,Corporate Officer,etc.) 2 C s of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; �j that all statements contained in this application are true to the best ot'his knowledge and belief;and that the work will be Zz = performed in the manner set forth in the application tiled therewith, 1p a� C7 E Sworn to before me this O day of_ U Notary Public "Applicaut Scott A. Russell ,��°sIFFIZ'r ST01PLIM[WAXIElk- SUPERVISOR � 2 IM[A\NA\G1EM1EN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold NOV 23 2015 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INIVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yea No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00 B. Excavation or filling involving more than 200 cubic yards of material ;i within any parcel or any contiguous area. JZ]❑ C. Site preparation on Slopes which exceed 10 feet vertical rise to i;; 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i 00 E. Site preparation within the one-hundred-year floodplain as depicted Map y� on FIRM Ma of an watercourse.; li! F. Installation of new or resurfaced impervious Surfaces of 1,000 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 Department witFyour Building Permit Application. S.C.T.M. 1000 Date: APPLICA Property Owner.Design Professional.Agent.Contractor.Other) I! u District NAME. /1-5 t06 - r;« Section Block Lot FOR BUILDING DEPARTMENT USE ONLY **** Contact Informati t: T6-ph—\­b0 i Reviewed By: Property Address / Location of Construction Work: _ _ _ _ _ _ _ _ Date_ --— _�s_ y50 q Fox 1•�W�,� /J Approved for processing Building Permit. �t G/ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. �(J (Forward to Engineering Department for Revie\N.) i FORM SMCP-TOS MAY 2014 — --' APPLICANT. x• b CHAPTER 236 (Property Owner,Design Professional Agent,Contractor,Other? S.C.T.M. 1— O Q 106 Of 23-1 Stormwater Management Control Plan CHECK LIST r1 "�� � ����`"" I`. �— Section Block Lot `r �Z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 765=2?S-4 Date: S Ids * The applicant must provide a Complete Explanation and/or Reason rot-not providing ` all Information that has been Required by the foiiowing Checklist! nature I JA Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§M-1702), t e o: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground WaterA well a onstruetion Entrance e. Limits of Clearing& Area of Proposed Land Disturbance. Wire Backed1 Fencing, stabi f. Existing& Proposed Contours of the Site IMI011IL11»z lme[Wais) Seeding of exposed g. Location of all existing& proposed structures, toads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. D o0 j. Location of proposed Soil Stockpile Area(s). /y /O 50. lh'-'y k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). mmlma4 CtM64e M. Location of all proposed erosion&sediment control measures. 2. Stormvater Management Control Plan must include Calculations sho%%ing that the storm%Nater improvements are sized to capture,store,and infiltrate DRAT NAGE INSPECTIONS ARE REQUIRED on-site the run-off from all impervious surfaces generated b,,a two V)inch rainfall/storm event. at:765-1560 before 3. Details&sectional Drams ings for stormwater practices are required for approval Baekfill, eR Provide Engineerps Certification Items requiting details shall include but not be limited to: that the drainage Has been installed to Code. a. Erosion&Sediment Controls. b. Construction Entrance& Site Access. c Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins.swales,etc.) - --------- ----- **** FOR ENGINEERING DEPART ENT USE ONLYi M Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By- — — — — — — — — — — — — — — — — — — — — — — — — i Stormwater Management Control Plan is Complete. Date: i! L3 /S SMCP has been approved by the Engineering Department. FORM " SWCP eck List -TOS MAY 2014 Town Hall Annex 4 Telead phone(631)765-1802 575 P.O.Box 1179 G� • ro er.richert IO UARQ 5 QZ Southold,W 11971-0959 N11 p BUI DING DEPARTENT N O V 1 4 2016 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BUILDING DEPT. TOWN OF SOUTHOLD REQUESTED BY: owV.�,, �, `tu 4, f- �v Date: i t 1►eq t� Company Name: -A v;LA'0.L, T-6L� W-S (Q k - Name: License No.: Address: 3 G s v k H �— Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Uwwv> �v,h,�� �e�6a ,a , V z�v- w *Address: so A'tF.:-x P-4 *Cross Street: *Phone No.: 71-7- 6 7 5 562 Permit No.: 3 e ya 3 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) c. At V3 i (Please Circle All That Apply) s job readfinspection:y or nspecon: *Ib 6"0 Rough In *Do you need a Temp Certificate: YES I Temp Information(If needed) *Service Size: 1 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 132-Request for inspection Fofm cr��urfocx�, . Town Nall Annex "telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 y Southold.NY 11971-0959 BUILDING DEPARTMENT NOTICE OF U 1U !Q ,0F TR--U S. - 9 0 3TRU QN ME-FN GN EKED 'Wt�C n 0 S RUC I0N QR• I B N UG'7 ICIN Date: 015 Owner: Jennifer and Victor, i.eaba Location of Property: 950 Redd Fox Road Please take notice that the (rhedk appljpable line): New residential structure •' X Addition to existing'residential structure X Rehabilitation to.an.existing:resldentlal structure to be constructed or performed at the gubje�t Omoe' rty-refsrdnce above will Utilize (check applicable line): Truss type construction.(- T) Pre-engineered d cons!!coon( ►) Timber construction(TC) In the followirig location(s)(check applicable line): Floor framing, indudirig giftless and bdatms(F) Roof#ming'(R) 1 Floor and roof framing (FR) Signature Name (person submitting this form): Philip Manuele Capacity(check applicable line): Owner X Owner representative TrussResReg15.d0cx Effective 1/1/2015 4295 Vanston Road, Cutchogue, NY 11935, USA Aug 18th, 2014 Southold Building Dept Southold Town Hall Annex (By Hand) CC. Estate of Frank Wills c/o Mrs. Jeanne Merkel— Executor PO Box 371 Mattituck, NY 11952 i Subject: Certification of Improvements at 950 Red Fox Road, Mattituck, NY 11952, SCTM # 1000-106-01-23.1 Reference: Survey by John Gallagher LS dated 10/08/2013 Gentlemen, I offer the following comments regarding the condition of the property. Location I understand that the subject property was purchased as a vacant lot in the early 1960's and the original house and the septic system were immediately constructed near the top of the bluff. During the 1970's the house was moved further south to its current position, more than 200ft from the top of the bluff. The present home contains the usual living space and, two bedrooms, one bathroom and a semi-finished den in the basement. The first floor is equipped with electric base-board heating to support year round living. Drinking water Service The dwelling shares the potable water well with the house on the adjoining property to the west (SCTM#1000-106-01-21.1). The water chemistry was sampled on 06/12/2012 and all 290 parameters tested were within the approved limits set by the NYS Department of Health. Septic system The septic system consists of a cesspool and an overflow cesspool as was typical in those days. When the house was moved to the new location 107ft south of the septic system the existing sewer line was re-routed from the septic system to the new dwelling position. On Oct 5th, 2013, a test hole was dug to a depth of 17ft below grade. Two feet of white sand followed by 15ft of yellow sand were encountered. Ground water was not encountered, which is understandable since grade is approximately 90ft above sea level. Continued overleaf On March 28, 2014 Morris Cesspool serviced the system and their report is attached. I discussed the report with the contractor and he confirmed that the system was successfully emptied and is working satisfactorily. Correction of existing deficiencies Inspection of the dwelling found the following deficiencies that I understand the Estate has agreed to correct: • Entry/egress steps will be constructed outside of each of the active sliding glass doors. The steps will generally conform to the profile of lin rise and 9in depth, hand rails will be added if the number of steps at any location exceeds three. • The roof of the ancillary building will be repaired Energy conservation The following benefits accrue to this 1970's home. • There is no attached garage • The basement entry is by a conventional door at grade in an exposed foundation masonry wall. • The basement exterior walls are insulated on the inside in the traditional manner • The home is not equipped with central air-conditioning and relies on natural ventilation for cooling during the summer Conclusion The location compares favorably with other homes in the area. To the best of my knowledge the house has been well constructed and is in accordance with the NYS building codes in effect at time of construction. Yours sincerely, Seal �ECF NEW Robert Barratt PE Tel 631 734 2730 * i Email: robertbarrattAwtonline.net 0, -- 950 Red Fox Road, Mattituck, NY 11952 1000-106.-1-23.1 r 2 Precast Cesspools First Located as Shown Second is an overflow tank that comes out from the $' t East Side of the Main Cesspool. Picture as of 03-28-2014 Confirmed by Morris Cesspool Service, Inc. 2760 Yennecott Dr., Southold, NY 11971 rr .,tet..<, 4 .;�) ''� h .• 4.w.o•: _ „""f'. cp p y . s Y aF 7, J + p["5: � jtth�; $' � �\ ^'W" ) tiK � F0. •y+, . 6 y P i - . '�, ., . r?{ .. .. ,•�... t.1dt`wdn.:4'. .. W"=1�.... lu°T'. -`+ili3':::-,' - ` MORRIS CESSPOOL SERVICE INC. INVOICE 2760 YENNECOTT DRIVE SOUTHOLD,NY 11971 13 811 (631)765-3300 INVOICE DATE SALESPERSON , rZ i y- SOLD TO: SHIPPED TO: (if ath.,thanSOLD TO) F �f,7A7� POA 7/ 19AN fid' L- 9 YOUR ORDER NO. DATE SNIPPED: SHIPPED VIA F.O.8 POINT TERMS OUANTITY DESCRIPTION UNIT PRICE TOTAL rLl �7 if) o LU ALL PAST DUE ACCOUNTS WILL BE CHARGED 1 Yi%PER MONTH MINIMUM CHARGE$.50. 7"4166 ORIGINAL n>-� Southold Town Building Department � yi1FFOt,tCp" P.O.Box 1179 Permit#: 40363 53095 Main Rd • 'S Southold,New York 11971 Permit Date: 12/21/2015 o! (631) 765-1802 Expiration Date: 6/21/2017 _"liftParcel ID: 106.4-23.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/10/2018 Applicant: Lou, Victor Location: 950 Red Fox Rd,Mattituck Work Description: ADDITION/ALTERATION Construct additions and alterations to existing single-family dwelling as applied for. A FEE OF $735.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Hou, Victor Address: 1 Liberty Plz New York,NY 10006 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 Y" 50 h I n << f,7� THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department y,1fF04c�� P.O.Box 1179 �A off. Permit#: 40363 53095 Main Rd : Permit Date: 12/21/2015 {t7 Southold,New York 11971 (631) 765-1802 Expiration Date: 6/21/2017 Parcel ID: 106.4-23.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/14/2018 Applicant: Lou, Victor Location: 950 Red Fox Rd,Mattituck Work Description: ADDITION/ALTERATION Construct additions and alterations to existing single-family dwelling as applied for. A FEE OF $735.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Hou, Victor Address: 1 Liberty Plz New York,NY 10006 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. 0New York State Insurance Fund Workers'Compensation&Disrrbilitl�Bene Specialists Sime 1914 DEC 15 2015 - 8 CORPORATE CENTER DR,3RD FLR,MELVILLE.NEW YORK 11747-3-129 Phone:(831)758-4300 �I CERTIFICATE OF WORKERS' COMPENSATION INSU ANCE AAAAAA 582641199 MANUELE CONTRACTING INC P 0 BOX 200 SPEONK NY 11972 POLICYHOLDER CERTIFICATE HOLDER MANUELE CONTRACTING INC TOWN OF SOUTHOLD BUILDING DEPT P O BOX 200 PO BOX 11719 SPEONK NY 11972 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12242 359A 153289 11/06/2015 TO 11/06/2016 12/14/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO,2242 359-4 UNTIL 11/06/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. 1F SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 111/0612016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PHILIP MANUELE,PRES OF MANUELE CONTRACTING INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORX--STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/Mww.nysit.com/cert/certva1.asp or by calling(888)875-5790 VALIDATION NUMBER:60324538 U-26.3 ® CERTIFICATE OF LIABILITY INSURANCE DATE 015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certiflcate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: SPECIALIZED INSURANCE&SERVICES PHONE - 67 FAXIs AIC. 631-758-6781 204 RTE.112 ,io0ae : SRU@SPECIALIZEDINSURANCE.COM PATCHOGUE,NY 11772 Auto-Home-Business-cycle-etc. INSURE S AFFORDING COVERAGE MAIC 0 _ INSURER A:ATLANTIC CASUALTY INSURANCE CO 42846 INSURED INSURER B: MANUELE CONTRACTING INC INSURERC: 193 OLD COUNTRY ROAD INSURER 0: PO BOX 200 INSURER E: SPEONK NY, 11972 INSURER F COVERAGES CERTIFICATE NUMBER: 6,226 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AOD B POLICY EFF POLICY EXP LIMBS T POLICY NUMBER MM MMIDDIYYYY OENERALLIABILnYL068018491 9/0312015 9/03/2016 EACH OCCURRENCE s 2,000,000 COMMERCIAL GENERAL LIABILITY N N PREMISES(Ea occurrS 100,000 A CLAIMS-MADE a OCCUR MED EXP(Any one on) $ 10,000 PERSONAL 8 ADV INJURY $ _ 2000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/0P AGG $ 2,000,000 X JFCT POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED IN LE Lt 11T ANY AUTO BODILY INJURY(Per person) S AUTOS ALLOWNEO SCHEDULED BODILY INJURY(Per amt) S NON-OWNED PROPERLY DAMAGE $ HIRED AUTOS AUTOS Per accident S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTIONS WORKERS COMPENSATION WCSTATULIMIT• I OTRH AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOMPARTNERJEXECUTIVE ( ) NIA E.L.EACH ACCIDENT S OFFICEWMEMSER EXCLUDED? (_J (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ H yyeess descn" under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddlOonal Remarks Schedule,If more space Is rertulred) CARPENTRY-CONSTRUCTION OF RESIDENTIAL PROPERTY NOT EXCEEDING THREE STORIES IN HEIGHT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OFUE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPT THE EXPIRA DATE. THEREOF, NOTICE WILL BE DELIVERED IN ACCORDAMIAH THE POLICY P VISIONS. PO BOX 11719 AK 1_0110� SOUTHOLD NY, 1.1971 AUTHO PRE T a ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1 V I SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOMEIMPROVEMENT CONTRACTOR LICENSE NNE SHAWN P KRUK NAME This certifies that the BUSNE5 ABS 1 e'UTE IMPROVEMENT INC bearer is duy Was licensed by the L—..N b. ID-1,.,a County of Suffolk 27823-H 11/1711999 ce,m...a,.. 'AT'wT 1 1101/201 7 �a3 63 Ac R® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 02/03/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Louis Blangiardo JSM Brokerage Inc. PHONE 631 765-2777 FAX 631 765-2776 LAIC No Ext): ( ) (A/C,No): ( ) 15400 Main Road E-MAIL ADDRESS. louis@jsmbrokerage.com INSURER(S)AFFORDING COVERAGE NAIC q Mattituck NY 11952 INSURER A PREFERRED CONTRACTORS INSURANC INSURED INSURER B Absolute Improvement Inc. INSURER P O BOX 446 INSURER D INSURER E Laurel NY 11948 INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR' POLICY EFF i POLICY EXP S D POLICY NUMBER MM/DD/YYYY MM/DDNYYY LIMITS 'X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE JCI OCCUR DAMAUE TO RENTED PREMISES(Ea occurrence) $ 50.000 _. MED EXP(Any one person) $ 5,000 A X j PC73275-MA-07 10/09/2015 '!, 10/09/2016 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident AUTOS AUTOS ( ) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYYIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE! $ !If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Leuba Beach House,950 Red Fox Rd,Mattituck, NY 11952 Southold Town is included as Additional Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold Town ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD MNew York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 Phone-(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 11^^^^^ 010859603 ABSOLUTE IMPROVEMENT INC PO BOX 446 LAUREL NY 11948 POLICYHOLDER CERTIFICATE HOLDER ABSOLUTE IMPROVEMENT INC SOUTHOLD TOWN PO BOX 446 54375 ROUTE 25 LAUREL NY 11948 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12082317-5 233752 08/15/2015 TO 08/15/2016 2/3/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 2082 317-5 UNTIL 08/15/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/15/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. SHAWN KRUK(PRES)OF ABSOLUTE IMPROVEMENT INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www nysif com/cert/certval.asp or by calling (888)875-5790 VALIDATION NUMBER: 1009020594 REScheck Software Version 4.6.0 Compliance Certificate Project Mattituck Beach House — -- Energy Code: 2010 New York Energy Conse a6t ' Location: Suffolk County, New York 2015 '� Construction Type: Single-family I'. D�� 16 J. Project Type: Alteration J Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 950 Red Fox Road Jennifer Leuba Robert Young Architects Mattituck,NY 11952 526 west 26th street suite 616 New York,NY 10001 2126876940 mtomic@ryarch.com Compliance: Compliance: 2.1%Better Than Code Maximum UA: 618 Your UA: 605 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 GrossCavity Cont. . Assembly or R-Value R-Value . Door UA Perimeter U-Factor Floor 1:Slab-On-Grade:Heated 186 15.0 0.655 122 Insulation depth:6.0' Ceiling 1: Cathedral Ceiling 741 30.0 0.0 0.034 25 Ceiling 2: Flat Ceiling or Scissor Truss 856 30.0 0.0 0.035 30 Impact Rated Skylight:Wood Frame:Double Pane with Low-E 11 0.450 5 Wall 1: South wall Great Room:Wood Frame, 16"o.c. 279 23.0 0.0 0.055 10 Window 7 : Impact rated fixed window system: Metal Frame with Thermal 72 0.360 26 Break:Double Pane with Low-E Door 1 : solid wood door:Solid 18 0.460 8 Wall 2 :West wall Great Room:Wood Frame, 16"o.c. 206 23.0 0.0 0.055 8 Door 2 : Impact rated swing door: Glass 17 0.290 5 Door 3 : Impact rated Sliders OX:Glass 51 0.360 18 Wall 3 : North wall Great Room:Wood Frame, 16"o.c. 345 23.0 0.0 0.055 6 Window 8 : Impact rated fixed window system: Metal Frame with Thermal 52 0.360 19 Break:Double Pane with Low-E Door 4 : Impact rated Sliders OX: Glass 192 0.360 69 Wall 4 : East wall Great Room:Wood Frame, 16"o.c. 15 23.0 0.0 0.055 1 Wall 5 : North wall Master Bedroom:Wood Frame, 16"o.c. 129 23.0 0.0 0.055 4 Door 5 : Impact rated sliders OX: Glass 50 0.360 18 Project Title: Mattituck Beach House Report date: 12/02/15 Data filename: YAPROJECTS\2015 projects\15509 Red Fox Rd\500 Project Administration\507 Pagel of 2 Rescheck\RFR house.rck Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Wall 6 : East wall Bedrooms:Wood Frame, 16"o.c. 372 23.0 0.0 0.055 16 Window 1 : Impact rated awning:Wood Frame:Double Pane with Low-E 19 0.310 6 Window 2 : Impact rated picture unit:Wood Frame:Double Pane with Low-E 45 0.300 14 Window 3 : Impact rated casement:Vinyl Frame:Double Pane with Low-E 18 0.310 6 Wall 7 :South wall bedrooms:Wood Frame, 16"o.c. 202 23.0 0.0 0.055 10 Window 4 : Impact rated casement:Wood Frame:Double Pane with Low-E 14 0.310 4 Wall 8 :West wall bedrooms:Wood Frame, 16"o.c. 181 23.0 0.0 0.055 9 Window 5 : Impact rated awning:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 6 : Impact rated picture unit:Wood Frame:Double Pane with Low-E 12 0.300 4 Basement Wall 1B :South Wall:Solid Concrete or Masonry 215 0.0 15.0 0.046 10 Wall height:8.2' Depth below grade: 7.2' Insulation depth:8.2' Basement Wall 26:West wall: Solid Concrete or Masonry 215 0.0 15.0 0.046 10 Wall height:8.2' Depth below grade:7.2' Insulation depth:8.2' Basement Wall 3B :North wall:Solid Concrete or Masonry 277 0.0 15.0 0.218 60 Wall height:8.2' Depth below grade: 7.2' Insulation depth:0.0' Basement Wall 46:East wall:Solid Concrete or Masonry 15 0.0 0.0 0.218 3 Wall height:8.2' Depth below grade: 7.2' Insulation depth:0.0' Basement Wall 5B:North wall:Solid Concrete or Masonry 112 0.0 15.0 0.046 5 Wall height:8.2' Depth below grade: 7.2' Insulation depth:8.2' Basement Wall 66 : East wall:Solid Concrete or Masonry 359 0.0 15.0 0.060 14 Wall height:8.2' Depth below grade:0.0' Insulation depth:8.2' Window 9 : Impact rated casement:Wood Frame:Double Pane with Low-E 56 0.310 17 Door 6 : Impact rated fixed and sliding units:Glass 71 0.320 23 Basement Wall 7B :South Wall:Solid Concrete or Masonry 172 0.0 15.0 0.050 8 Wall height:8.2' Depth below grade:6.0' Insulation depth:8.2' Window 10 : Impact rated awning:Wood Frame:Double Pane with Low-E 3 0.310 1 Basement Wall 813:West wall:Solid Concrete or Masonry 174 0.0 15.0 0.050 9 Wall height:8.2' Depth below grade:6.0' Insulation depth:8.2' 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 Name-Title Signature V V Date Project Title: Mattituck Beach House Report date: 12/02/15 Data filename: Y:\PROJECTS\2015 projects\15509 Red Fox Rd\500 Project Administration\507 Page 2 of 2 Rescheck\RFR house.rck ' DEC - 7 ?� j Z _t• o z f , Date: December 3rd, 2015 Project: 950 Red Fox Road, Mattituck, NY 11952 Attention: Amanda Nunemaker, Southold Building Department,Town Hall Annex From: Robert Young Architects Re: Building permit—Additional information Please see below additional information regarding the project located at 950 Red Fox Road, Mattituck, NY 11952. • The frame size dimensions of window 105B at Bedroom RM-109 are 26"wide X 53 1/8" high,clear opening dimensions are 20 1/2" wide X 47 5/8" high which meet the requirements for egress window.See attached A900.1 Window Schedule. • All framing techniques and methods in the project are conform to the SSTD 10 code. • All deck areas are located less than 30 inches above grade and therefore do not require guards.See drawings A300.1 and A301.1. • Based on the two reports attached from Robert Barratt and Morris Cesspool,we confirm that the existing sanitary system is adequate and working satisfactorily. • See on drawings DM100.1, DM101.1,A100.1,A101.1 revised legend. Please find enclosed a revised copy of the Rescheck compliance certificate, a copy of Robert Barratt's report from August 18' 2014 and Morris Cesspool report from March 28th 2014 regarding the sanitary system and (4)copies of the following architectural sheets: G101.1 DM100.1 DM101.1 A100.1 A101.1 A300.1 A301.1 A900.1 If you have any questions, please do not hesitate to give us a call. Sincerely, I Robert Young,AIA, Principal at Robert Young Architect, PLLC 1 � � n � c V C, n Date: December 14th, 2015 Project: 950 Red Fox Road, Mattituck, NY 11952 Attention: Amanda Nunemaker, Southold Building Department,Town Hall Annex From: Robert Young Architects Re: Building permit—Additional information Please see below additional information regarding the project located at 950 Red Fox Road, Mattituck, NY 11952. • We confirm that Bedroom #109 meets requirements for ventilation of the NYS Residential Code applicable in the town of Southold. • We confirm than more than 25%of the total livable square footage of the existing structure remains,therefore the project is not to be considered a demo as per definition within the Town Code. If you have any questions, please do not hesitate to give us a call. Sincerely, Robert Young,AIA, Principal at Robert Young Architect, PLLC �� DEC 1 s 205 ,�J, 50'-O" MIN. p BUTSUFFICIENTTO KEEP a SEDIMENT ON SITE 1 TEST 50RING � DUG BY LAND SURVEYOR 1 DATE: OCTOBER 5, 2013 �6 � f W 6 3°21'10", ELEV. 92.0O,o' Q o Uj � 8 2 O LL w O = WHITES z N SAND o 1 CONSTRUCTION ENTRANCE: - FOUNDATION OF COMPACTED - O 3/4" STONE BLEND OR N,Y. STATE D,O.T. APPROVED R.C.A. FILL To 18" Nfm) ABOVE EXISTING GRADE FOR DRAINAGE. 1 WIR16NT LINDA ROAD ffl or CL AY O YELLOW PLAN VIEW _ _._.___-_. SAND w � w CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED CONE T1ON 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R,CA FILL TO eNTRANce 1 ,1 HAY BAIL AND/ORI 11,0, SILT FENCING 18"(min)ABOVE EXISTING GRADE FOR DRAINAGE. W � � a NO WATER ENCOUNTERED EXIsrING GRADE > CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE f , S 13'042'10" E to - - - - 10160.260' - RIO H T e � FRAMED • p I STORY d` Now A TOP • "' o IN L O N G eLUPa .. ISLAND \\ I ° .s ° / n 42-1,510 S O U N D •'y ;, �> l�0°5211011 W Z 10 t4. • g, SO .120 —� �-° J ( "'"'' O 13 92 LO LO ~ / ' �VOA& S0 O -! N 12055'30" W 236.1160' N 20°12 2 1(oS,0g0 O_ °20'40 DIRT ORIVISWAY SITS FLAN ,4 SCALE: I" = 40'-0" ,1 HEIGHTOF Red Fox Road Pralnage Calculations - - - - - - - RFABRIC \ — LI (�9 of cL�ARINa _— — — W 16" W MIN. 1°0P'. . • 6"- — 71'x32' ■ 864 of n I °=1 '\ Z 16'x20'■ 300 sfyIK dllc. 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MAX 2' eaw ` f �.��� +� SHED •4 R N O N \ / s 120 `b'DRYWW DRAWN BY: JF 92. w wo I / � s�,�� awru■rn■mm.r O 1 1/8/2015 I °y M"eio NCE N O N 1205 30 W236, 160SCALE: EE PLAN S I'•t � =------------------- j SHEET NO: (GROUND WATER rn LEACH I NG POOL TYPICAL SECTION N.T.S. PARTIAL SITE FLAN � SCALE: 1" ■ 20'-0" i SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o � SCTM# 1000-106-1 -23.1 AREA= 132,310 Sq.ft. (to tie line at average 3.04 Acres. high watermark.) Y 9 NOTE: ® =concrete monument �� �AeA�`rye / COASTAL EROSION HAZARD LINE WAS TAKEN FROM _ Q THE COASTAL EROSION HAZARD AREA MAP, PHOTO # 59 533 83; SHEET 2 OF 49• ELEVATIONS &CONTOUR LINES ARE REFERENCED TO NAVD 1988. 0 e, 7. 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A ANN G�(,q \ e`, GR�GOR / ll n O 0 0500 '' i VQ�� / S A VIOLATION OF SECTION 7209 OF NEW YORKTATD ALTERATION OR ADDITION TO THIS E COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS' \\ INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUION GUARANTEES OR CERTIFICATIONS ARE JOHN GAL LAC H E R NOT TRS.UNDERGROUND TO ADDITIONAL INSTITUTIONS A SUBSEQUENT OWNERS.UNDERGROUND UTILITIES AND POLE LOCATIONS ARE NOT GUARANTEED.EASEMENTS AND/OR SUBSURFACE STRUCTURES LAND SURVEYOR RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY.THE OFFSET DIMEOPERTY UPDATED: OCTOBER 21 2015 (contour lines) LINES ARE FOR WNHEREONFRPOSEANOM THE STRUCTURES EEFOTHERRNOT 59 FLORENCE DRIVE LINES ARE FORA SPECIFIC PURPOSE AND USE THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, MANORVILLE N.Y. 11949 UPDATED: SEPTEMBER 17, 2015 (coastal erosion hazard line) POOLS,PATIOS,PLANTING AREAS,ADDITIONS TOBUILDINGS AND OTHER UPDATED: APRIL 7, 2015 NONTRUCTION.NO CERTIFICATION IS MADE AS TO THE EXISTENCE OR NON-EXISTENCE OF EASEMENTS OR RIGHTS-OF-WAY AFFECTING THIS EASE ENTS (631) - 874 - 0400 SURVEYED: OCTOBER 5 2013 PROPERTY.THE LOCATIONS N NLYIFCOPIOR FTHEINSTR M N RECORD ARE SHOWN HEREON ONLY IF COPIES OF THE INSTRUMENTS ARE PROVIDED TO THE SURVERYOR. ARCHITECT STRUCTURAL ENGINEER GENERAL CONTRACTOR ISSUE DATE H0U %r'*D% E ROBERT YOUNG ARCHITECT PLLC FISCHETTI ENGINEERING MANUELE CONTRACTING INC BUILDING PERMIT SET 2015/11/04 526 West 26th Street, Suite 616 1725 Hobart Road 183 Old Country Rd #200 �� ELEC71RIC,A1 950 RED FOX FOAD New York, New York 10001 Southold, NY 11971 Speonk, NY 11972 J!,',11-PECTION REQUIRED Tel: 212-687-6940 Tel: 631-765-2954 Tel: 631 926 1151 MATTITUCK, NY 11952 Fax : 212-924-9865 Fax : 631-6114-3516 ,'r r 1/ cM AS , TE �� F '- CARD;!4G REQUInE B. r DATE: 0- FEE:j By. NOTIF ELDI"�G DEPART,., AT 765-1802 8 AM TO 4 FM FOR THE PLUMBED GENERAL NOTES: SUMMARY EXISTING CONSTRUCTION: NORTH ARROW DRAWING SYMBOLS DRAWING LIST � FOLLC!".rIRG IN'�'Er;T!O,es: O/1JLE,g(j �'�)�,Jj 1. FOLRIDATION - Tl'>'O REOU'RED BEACH HOUSE REVISION MATRIX CERTiFIC.1 TE OF ., 1. THIS CONSTRUCTION DOCUMENT ILLUSTRATES THE PROPOSED SINGLE FAMILY RESIDENCE 950 RED FOX ROAD X BUILDING SECTION ENTRY GALLERY ROOM NUMBER FOR POURED CO^i^RET Y TITLED:BEACH HOUSE,950 RED FOX ROAD,MATTITUCK,NY 11952 MATTITUCK,NY 11952 M �AX.X U) 2. ROUGH - FRAh,Qt,,,G � PLIJIM21NG SOLDER U,SEC is -214 3. lP�'JULP.TIOP� UPPLY S "' 2. THIS CONTRACT DOCUMENT IS COMPRISED OF ALL DOCUMENTS IN THE DRAWING LIST AND THE REAL NORTH r FULL SPECIFICATIONS TO WHICH THESE GENERAL NOTES ARE SECONDARY. TAX MAP REF: 1000-106-1-23.1 (A100) 4. FINAL - CONSTf UCTIO�J MUST EXCEEDi1G �;t= ZONE:R40 X ALL COPD ���LE�:: �'^%\41.0. 3. THE AIA DOCUMENT,A-201, LATEST EDITION,"GENERAL CONDITIONS OF THE CONTRACT FOR X ELEVATION KEY WR WINDOW DESIGNATION ARCHITECTURAL CONSTRUCTION"SHALL PREVAIL WHENEVER APPLICABLE. r Nit �, r 0 TIO,.: ! L MEET THE � Rr:::OUiRE'�'cNTS C .=1"NF 'ODES OF NEW LOT AREA=132,310 SQFT (3000 COVER-GENERAL NOTES • YORK STA-1E. NOT RE!)POIv,121E FOR F�RN;aT FRQCEED- 4. ALL WORK SHALL CONFORIM TO THE RESIDENTIAL CODE OF NEW YORK STATE(RSNYS),2010 EXISTING GROSS FLOOR AREA= 2893 SQFT EDITION,N.F.P.A.101 LIFE SAFETY CODE,F.E.M.A.AND E.P.A.REQUIREMENTS,AND THE CODE OF FIRST FLOOR- S FL SQFT SITE PLAN NORTH X WALL SECTION KEY G001 WALL TYPES+STRUCTURAL NOTES • r• R 7 r"U` "`� ,'' "' zJr,VEY UTHOLD OR THE MOST CURRENT VERSION AS OF THE COMMENCEMENT OF (G100) -------�� 0'-0"A.F.F. G002 CONSTRUCTION DETAILS DIAGRAM • DESIGN OR CO'�,�1 r UCTION EhRORs. OF F011(�i °,:*JN LOVED. THE TOWN OF SO BASEMENT- LIVABLE SPACE 566 SQFT+UNFINISHED AREA 869 SQ FTj CONSTRUCTION,AS WELL AS,ALL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. THE POINT ELEVATION G103 PLUMBING RISERS • HAS BEET°�APPROVED. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THIS NUMBER OF BEDROOMS: 2 G101 SITE PLAN • PROJECT PRIOR TO START OF ANY WORK. COMPLY WITH ALL CODES OF NUMBER OF BATHROOMS: 1 FULL,1 HALF DM100 DEMO PLAN-BASEMENT • 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND DM101 DEMO PLAN-FIRST FLOOR_ • NEW YORK STATE & TOWN CODES CONFORMANCE TO ALL APPLICABLE CODES,AS WELL AS OBTAINING ALL REQUIRED INSPECTIONS, DOOR DESIGNATION DM102 EMO PLAN-ROOF PLAN AS REQUIRED AND CONDITIONS OF APPROVALS AND CERTIFICATES OF OCCUPANCY,COMPLETION/COMPLIANCE AS REQUIRED FOR THIS PROJECT AS ILLUSTRATED/DESCRIBED HEREIN. SUMMARY NEW CONSTRUCTION: A10CONSTRUCTION PLAN-BASEMENT - • A1011 CONSTRUCTION PLAN-FIRST FLOOR 0 Min v� i 6. AT LEAST ONE COPY OF THE COMPLETE CONSTRUCTION DOCUMENTS SHALL BE KEPT AT THE a WALL TYPE AI02 CONSTRUCTION PLAN-ROOF PLAN • - a eri JOB SITE FOR REVIEW BY THE ARCHITECT AND/OR OWNER. PROPOSED GROSS FLOOR AREA=3,171 SQFT SobT-Hon To Yi SfiEES FIRST FLOOR- 1597 SQFT A300 BUILDING ELEVATION • 9. PROVIDE FIRE-STOPPING AT ALL CONCEALED SPACES OF STUD WALLS/PARTITIONS(INCLUDING BASEMENT- LIVABLE SPACE 566 SQFT+UNFINISHED AREA 1008 SQ FT A301 BUILDING ELEVATION _ FURRED SPACES)AT CEILING AND FLOOR LEVELS,SOFFITS,DROPPED CEILINGS,AND • E TOP/BOTTOM OF STAIR STRINGER SPACES.PROVIDE NON-COMBUSTIBLE FIRE-STOPPING AT NUMBER OF BEDROOMS: 2(NO CHANGE) A400 BUILDING SECTIONS • OPENINGS AROUND VENTS,PIPES,DUCTS,CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR DRAINAGE INSPECTIONS ARE REWIREDLEVEL. INSTALL AS PER BUILDING CODE AND/OR BUILDING OFFICIAL REQUIREMENTS. NUMBER OF BATHROOMS: 3 FULL A900 EXTERIOR WINDOW&DOOR SCHEDULE • Contact TOS Engineering at 765-1560 before 12. ALL EXPOSED FLASHING,(ROOF EDGES,SCUPPERS AND DOWNSPOUTS TO BE ZINC.APPLY Backfill,ORProvide Engineer's Certification CAULKING/SEALANT AS PER GENERALLY ACCEPTED BUILDING STANDARDS. STRUCTURAL that the drainage has been Installed to Code. 13. ALL NEW WINDOWS AND GLASS DOORS TO MEET REQUIREMENTS OF NYS RESIDENTIAL BUILDING CODE&ASCE FOR\WIND BORNE DEBRIS. slop STRUCTURAL-BASEMENT PLAN CCUPANCY OR 5101 STRUCTURAL-FIRST FLOOR PLAN • 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING GALVANIC SEPARATION AND/OR ADEQUATE BUFFER MATERIAL(AS PER GENERALLY ACCEPTED STANDARDS)TO PREVENT -5400 STRUCTURAL-BUILDING SECTIONS • USE IS UNLAWFUL METAL-TO-METAL CONTACT VNHENEVER METALS USED ARE DISSIMILAR IN PHYSICAL PROPERTIES WITHOUT CERTIFICATE (EX.:COPPER-TO-ALUMINUM IS NOT PERMITTED). 16. CONTRACTOR SHALL PROVIDE FORCED-AIR GAS HEATING AND COOLING SYSTEM.SAID SYSTEM TO MAINTAIN 72 DEGREE INTERIOR TEMPERATURE AT 15 DEGREE EXTERIOR �D RCH H 1 MPH'WIND VELOCITY. OF OCCUPANCY '�,�''� � H.YO TEMPERATURE WIT 5 17. ALL PLUMBING WORK TO HAVE PERMITS AND BE INSTALLED AS PER PERTINENT CODE(S). ALL LINES SHALL BE"LEAK TESTED",AND CORRECTED IF NECESSARY,PRIOR TO SHEETROCKING. # 18.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PLUMBING FIXTURES PRIOR f Y TO THE CONSTRUCTION OF PARTITIONS BEHIND SUCH FIXTURES. 0 02666 19.THE CONTRACTOR SHALL INSTALL INTERIOR PARTITION WALLS,SUSPENDED OR FURRED CEILING AS SPECIFIED ON DRAWINGS.NOTIFY THE ARCHITECT TO CONFLICTS WITH PIPING, • - ATF of DUCTWORK ETC. 20. ALL ELECTRICAL WORK SHALL BE AS PER APPLICABLE ELECTRIC CODE. GENERAL CONTRACTOR SHALL PROVIDE LIGHTNING PROTECTION DEVICE(S)AS REQUIRED BY PERTINENT R-4 R CODES. R-80 21. DO NOT SCALE DRAWINGS! WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. O DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS SUPERCEDE THOSE SHOWN ON SMALLER R-80 R-`10 R , SCALED DRAWINGS. J R-4O 11 R-SO RR 22. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL REPORT TO ARCHITECT ANY DISCREPANCIES OR OMISSIONS WHICH WOULD AC R-$0 LI R-40 INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. / C R-80 23. THE CONTRACTOR SHALL PROVIDE ALL SUBMITTALS SUCH AS SHOP DRAWINGS,PRODUCT Mil LIARCHITECT: O Im DATA OR SAMPLES TO THE ARCHITECT AND/OR OWNER FOR APPROVAL BEFORE COMMENCEMENT ROBERT YOUNG ARCHITECT PLLC OF THE WORK. ALL SUBMITTALS SHALL BE IN TRIPLICATE TO THE ARCHITECT AND/OR OWNER. R-ei 526 West 26th Street, Suite 616 CONTRACTOR SHALL REVIEW SUBMISSIONS PRIOR TO SUBMITTAL AND SHALL NOTE APPROVAL OF --- AC SAME. PROJECT SITE: 950 RED FOX ROAD, MATTITUCK R40 R40 , - LI New York, NY 10001 24.CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND AC www.ryarch.com 7:212.687.6940 SUPPLIERS. 25. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE BEST ACCEPTED PRACTICES AND, R-80 R-40 ENGINEER:IF APPLICABLE,AS PER MANUFACTURER'S RECOMMENDATIONS. B ` 26.WHERE MANUFACTURES''NAMES AND PRODUCT NUMBERS ARE INDICATED ON THE DRAWINGS . FISCHETTI ENGINEERING IT SHALL BE CONSTRUED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE 1725 Hobart Road STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT R-80 , La Le FOR APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL. ""° HB HD R-80 R`°L, Rd0 t" Southold, NY 11971 � - Tel: 631-765-2954 27.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL R-8 R-80 R-40 Ro, B R-80 WORK DURING CONSTRUCTION AGAINST DISTORTIONS AND OFF ALIGNMENTS ACCORDING TO B Rio AC Fax : 6131-614-3516 CODES AND STANDARDS OF GOOD PRACTICE. e .. B - R-8O -(, R-80 (IAB t' R10 R-sa 28.WHEN THERE IS CONFLICT ON THE DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATION R-4O Le R 40 THE BIDDER SHALL BID THE IMORE EXPENSIVE METHOD OF CONSTRUCTION.REFER TO ARCHITECT R 40 FOR CLARIFICATION OF THE CONFLICT BEFORE ORDERING MATERIALS OR BEGINNING R-80 R-40 ! CONSTRUCTION IN THE AREA THE CONFLICT INVOLVES. AC � M, R-80 R a0 R-40 29. THE ARCHITECT,ROBER-T YOUNG ARCHITECT,PLLC IS NOT RESPONSIBLE FOR ON-SITE R-�0 8 R-40 /, (� R-40 R-80 ASBESTOS(NOR ABATEMENT THEREOF),NOR IS HE/SHE LIABLE FOR FRIABLEIAIRBORNE Hv ASBESTOS FIBER(OR ANY OTHER TOXIC MATERIALS)OR ITS AFFECT ON THE HEALTH OF ANY OCCUPANT/OWNERNVORKERtSNISITORS/ETC.OF THE PROPERTY,THE PROJECT SITE OR NEIGHBORING SITES. Rj0 30. THIS CONSTRUCTION DOCUMENT IS THE PROPERTY OF THE ARCHITECT, ROBERT YOUNG Ac ARCHITECT,PLLC AND SHAUL REMAIN SO WHETHER THE PROJECT IS EXECUTED OR NOT. MODIFICATION AMENDMENT'TO THIS DOCUMENT IS NOT PERMITTED. ANY AND ALL -401 R-40 INFRINGEMENT WILL RESULT IN LEGAL PROSECUTION. R-s0 31.THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITHPROJECT: f THE BUILDING CODE. - 0 R-40 950 RED FOX ROAD 32.THESE DRAWINGS HAVE[BEEN PREPARED BY OR AT THE DIRECTION OF THE UNDERSIGNED MATTITUCK, NY 11952 AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,INFORMATION,AND BELIEF, THEY MEET THE REQUIREMENTS OF THE:BUILDING CODE. _ PROD#: 15509 33.ALL NEW WORK SHALL COMPLY WITH NEW YORK STATE ENERGY CODE. 34.ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING SECTION DRAWING: 27-529 FOR FLAME SPREAD RATINGS. / COVER SHEET DATE: NOVEMBER 4TH,2015 SCALE: NTS PAGE NUMBER: 1 OF 18 R-400 DRAWN BY: MARINA TOMIC G1000 0 Robert Young Architect,PLLC,2015 � ISSUE DATE BUILDING PERMIT SET 2015/11/04 WALL TYPES NO DESCRIPTION PLAN REMARKS fy PARTITION TYPE 1: NEW FRAMING Al 2x4 WOOD STUD @ 16"O.C.WITH NEW FIBER BATT IN O STUD SPACE AND NEW 5/8"INTERIOR GWB ON BOTH SIDES. ' N `t ry " NAILING SCHEDULE V DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND W ROOF FRAMING: CURRENT SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL - NAIL FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Z PARTITION TYPE 2:INT.PLUMBING WALL JOINT DESCRIPTION QTYSPACIING NOTES - EXT. BALCONIES 60 A 2x6 WOOD STUD @ 16"O.C.WITH 1/2"DUROCK ON WET RAFTER TO 8'WALL:3-8d COMMON( EACH DECKS 40 SIDE OF STUD WITH A THINSET TILE FINISH. DRY SIDE _ TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL ATTICS w/o STORAGE 10 OF STUD WALL TO BE 5/8"GWB CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL ATTICS w/STORAGE 20 \, co TO TOP PLATE 10'WALL:4-8d COMMONJOIST DESIGN LOAD CALCULATIONS 10 (O CEILING JOIST TO AS PER TABLE 3.7 EACH FACE (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 _ PARALLEL RAFTER WFCM-SBC LAP NAIL ROOMS(OTHER THAN SLEEPING) 40 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ROOMS(SLEEPING) 30 OVER PARTITION WFCM-SBC LAP NAIL STAIRS 40 COLLAR TIE AS PER TABLE 3.4 EACH FACE GAURDRAILS ANY DIRECTION) 200 TO RAFTER WFCM-SBC END NAIL n/ WALL TYPE 3: NEW FRAMING DIMENSION OFMATCH ADJACEWOOD NT UD TO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA L1� � EXTERIOR MATCH ADJACENT FRAMING BLOCKING EACH TOE O 3 CLEAR CEE)AR T&G SIDING,BUILDING PAPER,3/4"CDX 2-8d COMMON PLYWOOD SHEATHING ON EXTERIOR SIDE OF WOOD STUD @ TO RAFTER END NAILGROUND 16"O.C.WITH FIBER BATT,AIR&WEATHER BARRIER, 5/8" RIM BOARD 2-16d COMMON EACH END WEATHERING TERMITE DECAY T HAZARDS I SEISMIC FROST WINTER ICESHIELD FLOOD INTERIOR GWB ON INTERIOR SIDE. TO RAFTER END NAIL SNOW SPEED DESIGN W LINE DESIGN UNDERLAYMEN fy LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ED °D W NY5 < r WALL FRAMING: MODERATE SLIGHT TO - _ NAIL NAIL 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE JOINT DESCRIPTION QTY SPACING NOTES 2-16d COMMON TOP PLATE TO PER FACE NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W INTERIOR TOP PLATE FOOT SEE NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 STUD TO 24" FACE SEE NOTES: 1 (BOTH FIELDS) STUD 2-16d COMMON 24" NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD FOUNDATION NOTES: WIND FRAMING NOTES HEADER TO 16"O.C. FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 1).The General Contractor and Mason to review plans,elevations,details and notes to 1). RIDGE-TO-RAFTER ASSEMBLY: HEADER 16d COMMON( ALONG EDGES NAIL determine intended heighits of finished floor(s)above typical grade. 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END NOTES When a collar tie is used in leu of a ridge strap,the number of 10d common nails required PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL _ 2).All footings to rest on uindisturbed(virgin)soil. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BOTTOM PLATE TO: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. G�'5 EREpa PER FACE NAIL Q.� pBERt FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NOTE: 1,2 1). For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 3). Provide 1/2"expansion joint material between concrete slabs and abutting 2). RAFTER-TO-WALL ASSEMBLY: END JOIST OR BLOCKING concrete or masonry walls occuring in exterior or unheated interior areas. Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in the 4 foot perimeter edge zone attachments required shall be used. GZ accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FLOOR FRAMING: t~rte o 4).Any new concrete walls being attached to existing concrete structure shall or trusses shall be attached to the wall top plate and the wall top plate shall be attached to NAIL NAIL 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 4 r be installed with#5 re-barn, 18"long at 12"o.c..Use approved epoxy for installation. 3. he to the wall stud with uplift connections. Roofs overhanging the rake side of the building JOINT DESCRIPTION Q-n, SPACING NOTES For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. , % ?6662 shall be connected with uplift connections in accordance with table 3.3c. JOIST TO: PER TOE 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 5). Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 4-8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. 3).WAI L-TO-WALL ASSEMBLY: 9 P 9 � NEW Y to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Wall studs above and studs below a floor level shall be attached with uplift connections in BRIDGING EACH TOE 6"maximum lifts(layers). 2-8d COMMON WALL SHEATHING REQUIREMENTS FOR WIND LOADS: accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO JOIST END NAIL 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 8x16 cast iron foundation vent for every 150 sq.ft.of area. accordance with table 3.3. TO JOIST 2-8d COMMON END NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current 4).WALL ASSEMBLY TO FOUNDATION: BLOCKING TO: EACH TOE 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS). 3-16d COMMON NOTE:2 FOR PANEL FIELD "' r N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over Fiat wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift SILL OR TOP PLATE BLOCK NAIL - INTERIOR ZONE 8d COMMON @ 6"3-16d COMMON O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 the below grade portion of exterior walls prior to backfilling. connectors.Steel straps shall have a minimum embedment of 7 inches in concrete LEDGER STRIP EACH FACE - et �' • � `" foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under TO BEAM JOIST NAIL." f" i t .!: I 8). Drainage as required Iby current N.Y.S. Residential Construction Code. the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOIST ON LEDGER PER TOE FRAMING NOTES spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, NOTES bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ARCHITECT: anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all BAND JOIST 3-16d COMMON PER END ROBERT YOUNG ARCHITECT PLLC 1).All framing techniques and methods as prescriptive design of current SBC High Wind corners. TO JOIST JOIST NAIL 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Edition Wood Framing Construction Manual. 526 West 26th Street, Suite 616 BAND JOIST TO: PER TOE NAIL be used. 2-16d COMMON New York, NY 10001 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with www.ryarch.com 7:212.687.6940 Douglas Fir. ROOF SHEATHING: G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 9 attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c.in the field,and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel JOINT DESCRIPTION NAIL NAIL 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c.unless noted edges and 10"o.c. in the field shall be in accordance with the length requirements specified QTY. SPACING 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ENGINEER: otherwise. in table 3.15a-b. STRUCTURAL PANEL 8d AS PER TABLE 3.8 NOTE: FISCHETTI ENGINEERING WFCM-SBC 4). Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 1725 Hobart Road Bearing wall headers to(have(2)jack studs and(2)full length studs on each side of all Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate CEILING SHEATHING: EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Southold, NY 11971 openings. LVL headers to have(3)jack studs and(2)full length studs on each side of length adjustment factors in table 3.16. NAIL NAIL Tel: 631-765-2954 openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall JOINT DESCRIPTION Qom, SPACING 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. FaX : 631-614-3516 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7). INTERIOR SHEARWALL CONNECTIONS: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. and blocking where applicable. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when GYPSUM 5d COOLERS 7" O.C. EDGE 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. interior shearwalls are used. Sheathing and connections shall be in accordance with WALLBOARD 10"O.C.FIELD 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 2.4.4.2 and 2.2.4 respectively. anchors where applicable to all connecting joists. WALL SHEATHING: 6). Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JOINT DESCRIPTION NAIL NAILHeader and/or girder connections shall be attached with uplift connections in accordance QTY. SPACING as required by current NYS Residential Code-FIREBLOCKING REQUIRED Floors to have ceramic the installed shall be verified for proper load capacity unless noted Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) with table 3.5.Window sill plates shall be have steel connectors in accordance with table STRUCTURAL AS PER TABLE 3.9 and to form an effective fire barrier between stories,and between a top story and the roof space. on plans. 8d COMMON Fireblocking shall be provided in wood-frame construction in the following locations. 7). Provide 2-1-3/4"thiclk microfams(height to match floorjoists)around stairwell and/or 9). CATHEDRAL CEILING ASSEMBLY: PANELS WFCM-SBC other access openings unless otherwise noted(typical). Where a ridge is to be used as a structural beam,the rafters shall either be notched and 7/16"OSB 3"Ol.C. EDGE 1). In concealed spaces of stud walls and partitions, including furred spaces,at the ceiling and floor anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge PLYWOOD 6d COMMON 6"O.C. FIELD levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 8).Dormers running up roof rafters are to be supported by double rafters on either side along the open ceiling part of the building.Connections to the ridge and wall shall be be GYPSUM 7" O.C.EDGE using parallel rows of studs or staggered studs. where applicable unless(otherwise noted. attached with the above requirements. WALLBOARD 5d COOLERS 10"O.C. FIELD PP 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 9). Provide blocking/brid ging in floor joists at 8'0 o.c..Use solid blocking in floorjoists FLOOR SHEATHING: 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces PROJECT: under all bearing walls. DECK AND COVERED PORCH NOTES: JOINT DESCRIPTION NAIL NAIL under stairs shall comply with current N.Y.S.Residential Code. 95U RED FOX ROAD 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. QTY. SPACING 4).At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of MATTITUCK, NY 11952 1"OR LESS 12"O.C.needed. All fasteners, hangers and anchors to be galvinized or stainless steel. STRUCTURAL PANELS 8d COMMON 6"O..C. EDGE flame and products of combustion. 2).Girders for deck joists to be bolted to each post with washers and nuts. FIELD 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S.Residential Code. PROJ#: 15509 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir Girders on concrete piers shall be anchored with proper steel connectors anchored CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. NOTES: 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. DRAWING: 12). Unless otherwise notted use 3/4"thick T&G PTS Fir orAdvantech plywood subfloor Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. Footings Shall be 3 ft. THESE NOTES ARE ONLY TO BE REFERRED T0,IF WALL TYPES adhered with PL400 adhesive and screwed to floorjoists.Finished floor to be installed below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. MENTIONED IN SCHEDULE NOTES ONLY. STRUCTURAL NOTES over subfloor as per manufacture's instructions. 4). Deck joists to have blocking at 8'0 o.c.. 1). Nailing requirements are based on wall sheathing 5).A minimum of 10 inch flashing shall be installed between the building and ledger. nailed 6"on-center at theanel edge.If wall sheathing 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts P g g is nailed 3"on-center at the panel edge to obtain higher DATE: NOVEMBER 4TH,2015 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building where needed. shear capacities, nailing requirements for structural to have regular 1/2"sheettrock.All walls to be taped and finished. P 9 q SCALE: NTS 6).Concrete piers shall be a minimum 6"above grade. members shall be doubted, or alternate connectors, 18 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored such as shear plates, shall be used to maintain load path. PAGE NUMBER: 2 approved equal. to girder(s). DRAWN BY: MARINAA TOO NIC 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 2).When wall sheathing is continuous over connected 15).All sill plates and woiod in contact with concrete to be pressure treated.Sill plates to members,the tabulated number of nails shall be permitted be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. to be reduced tot -16d nail per foot. G1001 ®Robert Young Architect,PLLC,2015 rt ISSUE DATE BUILDING PERMIT SET 2015/11/04 WIND LOAD PATH CAND CONSTRUCPON- DETNL D USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD 0 CRIPPLE STUD BOTTOM PLATE 0 o RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATHTUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SI 0SP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADSS ALL OPENINGS LSTA12 1-1/4'x12' 20ga. STRA APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 0 EACH RAFTER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGSRT3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD Ll THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING SNAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW /DOOR BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEP SP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD 0 NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— I —CONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4%24" 20ga. STRAP DAJACK STUDS LL RESISTANT METAL MESH OPENINGGS PROVIDE HEMMED EDGE AT OPENINGSOF1/ NCH I ONTIN. SOFFIT / EXT. PLYWOOD INDIMENSION. 1 ON INSTALL 4'0" O.C. FLASHING TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN Al 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLAR CONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS QED AF? 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOREACH RAFTER SOFFITED EAVE DETAIL •<<C• THY y/�• ON ALL OPENINGS KEEP ROOFING NAILS OUT ��� 0�R DU, c OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES * ; \ BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME � EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING �•Q 02666ti A,-t� SHINGLES AT BASE AND MIN. 4 INCHES THROUGHOVENTATHING T�OF—�� WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING " 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0e., •. .� .� FLOOR JOIST DEP SP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS ^'�'� `• ,� INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 8" LSTA36 1-1/4%36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLI CATION PRE—MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 2' ARCHITECT: CONNECT EACH FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSF� HEADER TO BE SUPPORTED WITH AFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. ROBERT YOUNG ARCHITECT PLLC INSTALL 4'0" O.C. CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKA & REDUCE BUMP OUTS 526 West 26th Street, Suite 616 PLATES PO EACH STUD New York, NY 10001 www.ryarch.com T:212.687.6940 DBL. SILL PLATE O TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS i ENGINEER: CONC. SLAB GASSKETNE 2x6 /2x8 CONTINUOUS WOOD PLATE FISCHETTI ENGINEERING TYP. CONC. FOUNDATION n 6 MIL. POLY �i, BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR GRANULAR FILL \ 1725 Hobart Road 6MIL POLY ON EXTERIOR 1/2 DIA. BOLTS @ 48" o.c. STAG. v STEEL COLUMN Southold, NY 11971 � D n CONC. SLAB ° a� ° a A o D ° \ ROOF JACK STEEL BEAM Tei: 631-765-2954 ° C A 4" x 1/4" x 8" STEEL Fax : 631-614-3516 COMPACT FILL 8� TOP AND BOTTOM PLATE a / • a z ° D' " FLOAOSHINGLATS WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o ° ,^ �_ CONC. FTG. o ° a Q°o ° G P USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT ° o AN BOLT CONNECTION L 8 ^ � ^ (USP LBPS58 OR BP583) � 3" STEEL COLUMN REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR B LT DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS T ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC NEED WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIE 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL � SUBFLOOR CONC. S//LAB DOOR FRAME PROJECT: COMPACTOFIL/LJM DOORGE (3 JOIST 950 RED FOX ROAD USE 2X8 STEEL BEAM MATTITUCK FOR BLOCKOUT , NY 11952 W/ 6X6AWMM � SLOPE PROJ##: 15509 P.T. PLATE 1/2" AIR SPACE < < °' 7v1e 2' 4"DRIVEWAY --� (WITH HAJNNAILI GNP PLATE FT NEEDED) AT END AND o 7 ° e , ' Tp BE APROX. 1 2" OR HIGHER THAN DRAWIING: ES OF WOOD o STEEL BEAM TO ALLOW FOR SHRINKAGE cc ^ o BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED )GRADE CONSTRUCTION DETAIL DIAGRAMS 6X6 W.W.M. 12„ SUBFLOOR MIIN. n, A , ----_NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM Q� EINFORCING BAR , c REINFORCING BAR SII ° a °•o - 11=II JOIST SHEET METAL / 30 FELT UNDER BEAM AT POINT n ° e STEEL BEAM DATE: NOVEMBER 4TH,2015 DRAIN TILE- 1��•1 oe ;° # I '-a /� °—a °, a ° Illl�lil� 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _iii— a - -iT—i i i °a ° ° \ PLATE (BOLTED TO BEAM) SCALE: NTS ° SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. TRIEINEORCEABOOTING WITH BEARING I#4 REINFORCING AND CBARS.NS. '^ PAGE NUMBER: 30F 18 REINFORCE WITH (2) #4 REINFORCING BARS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN BY: MARINA TOMIC BEAM POCKET G002 ®Robert Voung Architect,PLLC,Mir, ISSUE DATE BUILDING PERMIT SET 2015/11/04 EXG BUILDING VENT ROOF EXG BUILDING WASTE CEILING MASTER BATHROOM RM-107 , BATHROOM � IIIIIII! I II I I ! i II' I! i I I l�illll ! I ' i, III VIII , I!I II:I RM-108 - IIIIIII ! l Illi III• it IIII u KITCHEN I I I II ' II 'll I•!�. 1 1/2 I II lil I I Ili I II I II RM 102 1 1 I I II I I. II I I III 'I I II II',l ' ,I ili lil I� '1, 'il ' i � 'lull IIIIIII, II I I IIIi i I 'il I 'i, I. ,il I lil' iIII I I !'I IIIIII I ,il� l�. I I !�•Ill il' I, I;I II iI ILII , I i' II i II I I •i jll li! n 11 11 11 n 'i I',III III IIII li II i � i'I -,I! ! � 1 1/2 11/2 11/2 11/2 11/2 11/2 1 1/2 1 1/2 RELOCATED SINK — �I — III � — �! I I !I II RELOCATED RELOCATED C ATED R,EL CATED DW WC I i � I. 1I1 I I I - T WC I I I RELOCATED LAV NEW LAV RELOCATED LAV RELOCATED I'llI II G II I GARBAGE I DISPOSAL ill, II •III 'II, I II I I I NEW SHOWER RELOCATED SHOWER FIRST FLOOR 2.. I'I I''I'I -- _ II I II I 4" Illi — II I -1 I _ 411 2.. 2" 2.1 2.1 2' l III Ili I I ----------------------- I I � _ 1 I CEILING 4�� j --- _ I,I�'i'IiI I'III � Ili �� A ---- " n ! ----- 4 PLUMBING RISER DIAGRAM 3 NOTES: )LO- �. 1. NEW(1) SINK ON RE-LOCATED ROUGH. oG�c 2. NEW(1) WASHER OIN RE-LOCATED ROUGH. l l l I l • ! dill 1 'I " " " " IIIIII ' �,II - PLUMBING RISER DIAGRAM 5 NOTES: PLUMBING RISER DIAGRAM 4 NOTES: II II; ;II'll!I lull !II,I II II �I 1. NEW(1) LAV ON RE-LOCATED ROUGH. 1. NEW(1) LAV AND ROUGH. � , , 2. NEW 1 W.C. ON RE-LOCATED ROUGH. 2. NEW(1) LAV ON RE-LOCATED ROUGH. l,' I i I I'I� IIII l 'll I I � 1 1 2 �� 6662 ( ) If n il' ll'Ill II :, ! III ll) O 4 � 2 I'; Ill III IIIIII l illii�li ; �llll I ; I! ,.' i 11 l I I!II I I I I I / 3. NEW(1) SHOWER AND ROUGH. 3. NEW(1) W.C. ON RE-LOCATED ROUGH. / 1 I �F�EV�I 4. NEW(1) SHOWER ON RE-LOCATED ROUGH. PLUMBING RISER I I BATH DIAGRAM "3" I I r. RM-003 I I � f LAUNDRY ROOM PLUMBING RISER I - RM-005 DIAGRAM "4" I e'° I'. PLUMBING RISER - „ „ L _ � J ARCHITECT: " DIAGRAM 5 ROBERT YOUNG ARCHITECT PLLC 1 1/2" 1 1/2" o-1 1/2" v--1 1/2" — ___ - -- - - _ — _ - - - 1 1/2 REPLACED) REPLACED — — — — — — — — — — — — 526 West 26th Street, Suite 616 WASHER DRYER I New York NY 10001 NEW LAV NEW WC REPLACED I www.ryarch.com T:212.687.6940 I I I ENGINEER: NEW SHOWER I FISCH ETTI ENGINEERING BASEMENT �„ 2" �� I I 1725 Hobart Road - Southold, NY 11971 2.. 2.. Tel: 631-765-2954 4„ 4111 l Fax : 631-614-3516 4" I I %- I I I PLUMBING RISER DIAGRAM "1" NOTES: PLUMBING RISER DIAGRAM "2" NOTES: 1. NEW(1) LAV AND ROUGH. 1. NEW(1) SINK AND ROUGH IN SAME LOCATION. 2. NEW(1)W.C. AND ROUGH. 4�� 2�� 1. NEW(1)WASHER AND ROUGH IN SAME LOCATION. 3. NEW(1) SHOWER AND ROUGH. 1. NEW(1) DRYER AND ROUGH IN SAME LOCATION. O -1 4. NEW(1)TUB ON RE-LOCATIED ROUGH. 5. PROVIDE HOT& COLD SHUT-OFF VALVES AT LAV. ' `I 6. PROVIDE HOT& COLD SHUT-OFF VALVES AT SHOWER. PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 PROJ#: 15509 SEPTIC SYSTEM I TO EXISTING SE PLUMBING RISER - -DIAGRAM L-2"- - - - - - - - DRAWING: PLUMBING RISERS DIAGRAM PLUMBING RISER O DIAGRAM "1" NOTE SLOPE 4" PER FOOT PITCH TO DRAIN DATE: NOVEMBER 4TH, 2015 SCALE: NTS PAGE NUMBER: 4 OF 18 J DRAWN BY: MARINA TOMIC G003 ®Robert Y_g Arch,t.tL PLLC,2015 ISSUE DATE BUILDING PERMIT SET 2015/11/04 I. _ BUILDING PERMIT SET-REVISION 2015/12/03 \ LINDA ROADLJJ f- z ? ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 EXISTING CONCRETE WALL TO REMAIN EXISTING MASONRY WALL TO REMAIN EXISTING WALL TO REMAIN ---- EXISTING TO BE REMOVED DEMOLITION NOTES : • REMOVE ALL INTERIOR DOORS+ HARDWARE. • REMOVE ALL INTERIOR CASINGS AND BASEBOARDS. • REMOVE ALL WINDOWS AND EXTERIOR DOORS. REMOVE ALL WOOD PLANKING ON WALLS AND CEILINGS. • REMOVE FLAT CEILING JOISTS AT BEDROOMS AT FIRST FLOOR. • STRIP EXISTING FLOOR ON 1ST FLOOR AND BASEMENT FLOOR&PREP FOR RE—FINISHING. GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL ELEMENTS OF THE EXISTING CONSTRUCTION THAT ARE NOT SCHEDULED TO BE REMOVED. 2. EXISTING KITCHEN CABINETS AND APPLIANCES TO BE REMOVED AS NOTED ON DRAWINGS. CONSULT WITH OWNER REGARDING DISPOSAL, RELOCATION OR RE-USE 3. CAP ALL UN-USED GAS AND PLUMBING LINES AS REQUIRED. 4. SAVE ALL DECORATIVE LIGHT FIXTURES AND 01 m DISCUSS DISPOSAL WITH OWNER. 01 m m li m III iii 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 01 STRUCTURAL INTEGRITY OF THE SITE THROUGHOUT DEMOLITION. 6. CEASE OPERATIONS IMMEDIATELY IF A II T-0" 2'-81/2" STRUCTURAL ELEMENT APPEARS TO BE IN - - - - - - - - - - - - DANGER OF COLLAPSE. NOTIFY OWNER, — — — — — — — — — — — ------ ARCHITECT AND, IF APPROPRIATE,AUTHORITY G\SSERE� I HAVING JURISDICTION. Q�' �'o H 0 BERT f I LOWER WINDOW SILLS 10G ti 7. THE ARCHITECT, ROBERT YOUNG ARCHITECTS 1° PLLC, IS NOT RESPONSIBLE FOR ON SITE ASBESTOS(NOR ABATEMENT THEREOF), NOR IS „cn,{ THE ARCHITECT LIABLE FOR AIRBOURNE \� i ASBESTOS FIBER(OR ANY OTHER TOXIC 0 / MATERIALS)OR ITS EFFECT ON THE HEALTH OF 6662 0 ANY OCCUPANT/OWNER/WORKERS/VISITORS/ �N `�� ETC.,OR THE PROPERTY,THE PROJECT,OR m m NEIGHBORING SITES. w n 8. G.C.TO FIELD VERIFY ALL DIMENSIONS& — ----- m KI m EXISTING CONDITIONS ••" - u 9. CONSULT DRAWINGS PRIOR TO DEMOLITION. - '" PROBE AND LOCATE ALL STRUCTURE, PLUMBING, ��•� � � �_ VENTILATION AND ELECTRICAL RISERS. "" b• 'I __ ___________ ______ 10.CONTRACTOR TO REMOVE, STORE AND ARCHITECT: ----------------- REINSTALL APPLIANCES SCHEDULED TO BE RE-USED. ROBERT YOUNG ARCHITECT PLLC REMOVE I I 526 West 26th Street, Suite 616 WALL PARTITION ii New York, NY 10001 \ ° www.ryarch.com T:212.687.6940 ENGINEER: FISCHETTI ENGINEERING 1725 Hobart Road Southold NY 11971 I •I ------ I I Tell: 631-765-2954 � I I Fax : 631-614-3516 • � I I � I I I I I • 1 I I / I I N I I � I I — 0) I I I I REMOVE BRICK HEARTH PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 O BASEMENT PLAN PROJ#: 15509 SCALE:1/4"=1'-0" DRAWING: DEMO PLAN BASEMENT DATE: DECEMBER 3RD,2015 SCALE: 1/4"=l'-O" PAGE NUMBER: 6 OF 18 DRAWN BY: MARINA TOMIC DM100ml ®Robert Young Am Mea PLLC,2015 2 ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 EXISTING MASONRY WALL TO REMAIN EXISTING WALL TO REMAIN --- EXISTING TO BE REMOVED DEMOLITION NOTES : • REMOVE ALL INTERIOR DOORS+ HARDWARE. • REMOVE ALL INTERIOR CASINGS AND BASEBOARDS. • REMOVE ALL WINDOWS AND EXTERIOR DOORS. REMOVE ALL WOOD PLANKING ON WALLS AND CEILINGS. • REMOVE FLAT CEILING JOISTS AT BEDROOMS AT FIRST FLOOR. • STRIP EXISTING FLOOR ON 1ST FLOOR AND BASEMENT FLOOR&PREP FOR RE-FINISHING. REMOVE BRICK STEPS REMOVE WOOD STEPS GENERAL NOTES .................................. I I I - 1. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL r ---------------------------� I I i ELEMENTS OF THE EXISTING CONSTRUCTION I I I I THAT ARE NOT SCHEDULED TO BE REMOVED. I I I I I I 2. EXISTING KITCHEN CABINETS AND APPLIANCES TO BE REMOVED AS NOTED ON DRAWINGS. x --------- CONSULT WITH OWNER REGARDING DISPOSAL, R I I ii6!!___ — RELOCATION OR RE—USE N II II N 3. CAP ALL UN-USED GAS AND PLUMBING LINES AS II f4 _T_ N REQUIRED. IN III I I N N 4. SAVE ALL DECORATIVE LIGHT FIXTURES AND DISCUSS DISPOSAL WITH OWNER. NI I I I I NI n o f i i i i a i 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING I I I N I STRUCTURAL INTEGRITY OF THE SITE - -� I I N I I I REMOVE WALL PARTITIONTHROUGHOUT DEMOLITION. I I i i it i i i --------------------------I-, I I III I I 6. CEASE OPERATIONS IMMEDIATELY IF A _______-- STRUCTURAL ELEMENT APPEARS TO BE IN REMOVE PAVED FLOOR I i i -i DANGER OF COLLAPSE. NOTIFY OWNER, ! �STERFp \ L--- _____-- ==a_____� --- n� ARCHITECT AND, IF APPROPRIATE,AUTHORITY - ---- HAVING HAVING JURISDICTION. __�, iQ- �pBERTH � -------------- I ----- rT— —1 _j i ---------- ROBERT YOUNG ARCHITECTS ..i r✓2 I I I z7. THE ARCHITECT, �`� h I / I I � PLLC, IS NOT RESPONSIBLE FOR ON SITE EXISTING BRICK FIREPLACE TO REMAIN xu, I I I 9 ` I '` ASBESTOS(NOR ABATEMENT THEREOF), NOR IS -y , \ _--_-___J REMOVE BRI( IK HEARTH AND _____J i �- -, r---------- THE ARCHITECT LIABLE FOR AIRBOURNE " ' ASBESTOS FIBER(OR ANY OTHER TOXIC X26662 II r WOOD STOVE 0,�. II I I MATERIALS)OR ITS EFFECT ON THE HEALTH OF NEW YOFL REMOVE ALL KITCHEN MILLWORK,FIXTURES, I I I I REMOVE BRICEIC�IVALL AND ANY OCCUPANT/OWNER/WORKERS/VISITORS/ ____ FITTINGS, FINISHES AND APPLIANCES. --- ---------- ---------- PATCH BRICKS �T FIREPLACE -----------I "`� I ��„i I I ETC., OR THE PROPERTY, THE PROJECT,OR ,, I I I I REMOVE FLAT CEILING. I I ,'� I i NEIGHBORING SITES. G.C.TO FIELD VERIFY L1 REMOVE ALL FIXTURES FITTINGS AND FINISHES. 8 EXISTING COND ONS ALL DIMENSIONS& �- a ----Z____________________J 9. CONSULT DRAWINGS PRIOR TO DEMOLITION. --- -I I I ��� �� I I ,'� III PROBE AND LOCATE PLUMBING, i ----�7----- \----- VENTILATION AND ELECTR CAL RISERS. }:) -- ----------� x-ID r r I � ` i i i i -g ' 10. CONTRACTOR TO REMOVE, STORE AND ARCHITECT: L_____ REINSTALL APPLIANCES SCHEDULED TO BE L-------------------- RE-USED. ROBERT YOUNG ARCHITECT PLLC '----- ----J I I 526 West 26th Street, Suite 616 I I „ New York, NY 10001 I I I I i i ry � I wwMnr.ryarch.com 7:212.687.6940 I I L____ I REMOVE WALL PARTITION r I I --- I REMOVE WOOD STEPS I ENGINEER: III REMOVE CONCRETE STEP i t 1 i i ii i FISCHETTI ENGINEERING 1725 Hobart Road Southold, NY 11971 1_4''� II ” Tel 631-765-2954 ----- I I III ' Fax, : 631-614-3516 REMOVE ALL FIXTURES, FITTINGS AND FINISHES. I I I I I I I I r T' I I PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 PROJ#: 15509 DRAWING: DEMO PLAN O FIRST FLOOR PLAN FIRST FLOOR SCALE:1/4"=1'-0" DATE: DECEMBER 3RD,2015 SCAILE: 1/4"=1'-0" PAGE NUMBER: 7 OF 18 DRAWN BY: MARINA TOMIC DM10101 0 Robert Young Architect,PLLC,2015 ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 EXISTING CONSTRUCTION TO BE REMOVED — J EXISTING CONSTRUCTION TO REMAIN DEMOLITION NOTES : • REMOVE ALL INTERIOR DOORS+ HARDWARE. • REMOVE ALL INTERIOR CASINGS AND BASEBOARDS. • REMOVE ALL WINDOWS AND EXTERIOR DOORS. REMOVE ALL WOOD PLANKING ON WALLS AND CEILINGS. • REMOVE FLAT CEILING JOISTS AT BEDROOMS AT FIRST FLOOR. • STRIP EXISTING FLOOR ON 1 ST FLOOR AND BASEMENT FLOOR&PREP FOR RE-FINISHING. GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL ELEMENTS OF THE EXISTING CONSTRUCTION THAT ARE NOT SCHEDULED TO BE REMOVED. F 2. EXISTING KITCHEN CABINETS AND APPLIANCES I TO BE REMOVED AS NOTED ON DRAWINGS. I F- — — — — — — — — — — — — — — — — — — - CONSULT WITH OWNER REGARDING DISPOSAL, RELOCATION OR RE-USE I I 3. CAP ALL UN-USED GAS AND PLUMBING LINES AS REQUIRED. I I I I 4. SAVE ALL DECORATIVE LIGHT FIXTURES AND DISCUSS DISPOSAL WITH OWNER. I 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING I I STRUCTURAL INTEGRITY OF THE SITE THROUGHOUT DEMOLITION. I I I I 6. CEASE OPERATIONS IMMEDIATELY IF A \ I STRUCTURAL ELEMENT APPEARS TO BE IN \�; - DANGER OF COLLAPSE. NOTIFY OWNER, I _ L — _ I ARCHITECT AND, IF APPROPRIATE,AUTHORITY EO ARC HAVING JURISDICTION. ��\�O��aT H, yoG hi>t�` I Q- I \ I 7. THE ARCHITECT, ROBERT YOUNG ARCHITECTS PLLC, IS NOT RESPONSIBLE FOR ON SITE t ASBESTOS (NOR ABATEMENT THEREOF), NOR IS ,( THE ARCHITECT LIABLE FOR AIRBOURNE ASBESTOS FIBER(OR ANY OTHER TOXIC 026662 MATERIALS)OR ITS EFFECT ON THE HEALTH OF � �Q ANY OCCUPANT/OWNER/WORKERS/VISITORS/ N � ETC., OR THE PROPERTY,THE PROJECT, OR NEIGHBORING SITES. I REMOVE SHINGLES ROOFING THROUGHOUT 8. G.C.TO FIELD VERIFY ALL DIMENSIONS& \ / I EXISTING CONDITIONS I \ I 9. CONSULT DRAWINGS PRIOR TO DEMOLITION. REMOVE GUTTER SYSTEM THROUGHOUT PROBE AND LOCATE ALL STRUCTURE, PLUMBING, I VENTILATION AND ELECTRICAL RISERS.� I i — — — — — — — — — — — — — — — — — 10.CONTRACTOR TO REMOVE, STORE AND ARCHITECT: REINSTALL APPLIANCES SCHEDULED TO BE RE-USED. ROBERT YOUNG ARCHITECT PLLC I I 526 West 26th Street, Suite 616 New York, NY 10001 I I www.ryarch.com T:212.687.6940 I I ENGINEER: I I FISCHETTI ENGINEERING i I 1725 Hobart Road I Southold, NY 11971 I I Tel: 631-765-2954 I I Fax : 631-614-3516 I I I I i I I I I I I I I I I I I I I I I I I I — I I I I PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 PROJ#: 15509 DRAWING: ROOF PLAN DEMO PLAN 0 1 SCALE:1/4"=1'-0" ROOF DATE: NOVEMBER 4TH,2015 SCALE: 1/4"=1'-0" PAGE NUMBER: 8 OF 18 DRAWN BY: MARINA TOMIC DM102 0 Robert Yoerg&d1ftd,PLLC,2015 ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 [—� EXISTING WALL NEW CONCRETE WALL NEW WALL CONSTRUCTION NOTES: — — — — — — — • NEW 1 3/4"PAINT GRADE SOLID INTERIOR DOORS+ HARDWARE THROUGHOUT. • NEW FINISHES THROUGHOUT. • NEW INTERIOR CASING AND BASEBOARDS, 3/4"X 11/2" SQUARE PROFILE THROUGHOUT. • NEW WINDOWS AND EXTERIOR DOORS THROUGHOUT I • NEW WOOD FLOOR THROUGHOUT U.O.N. I I I I I I NEW DECK ABOVE GENERAL NOTES 1. G.C.TO LAY OUT ALL WALL FINISH TO FINISH LOCATIONS ON SITE POST DEMOLITION FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO NEW 8"FOUNDATION WALL WITH 8"x16"FOOTING THE COMMENCEMENT OF FRAMING. 2. WATERPROOFING TO BE INSTALLED WALL TO WALL AND UNDER ALL PANS, CABINETS, FIXTURES,APPLIANCES AND RELATED ITEMS. WATERPROOFING MUST RETURN UP WALLS AT LEAST 6"AND UP TO THE CEILING AT SHOWERS NEW CONCRETE RETAINING WALL AND TUB RIMS. I 3. ONLY LOW VOC PAINTS AND FLOOR FINISHING MATERIALS SHALL BE UTILIZED. USE WATER BASED PRODUCTS WHEN AVAILABLE AND PROVIDE PROPER VENTILATION. 'z' UNFINISHED BASEMENT ` oos I ROOM 004 ' I I I I ' G�S�ERED q �pg_RTLr_ 005 G2 el L 7%/ 07 -� ' II - - - - - - - - - - - - - 026662 0 MECH/LAUNDRY jj 005 A Li j HALLWAY BATH %! ," - - 002 1 003 5"X-2114- 8'-71/4" ARCHITECT: ROBERT YOUNG ARCHITECT PLLC 526 West 26th Street, Suite 616 oos New York, NY 10001 I - www,.ryarch.com T:212.687.6940 I I I ENGINEER: I FISCHETTI ENGINEERING _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1725 Hobart Road Southold, NY 11971 REC ROOM M Tel: 631-765-2954 ooh. CD o2s Fax : 631-614-3516 N O N EXISTING CONCRETE RETAINING WALL REPLACE EXISTING STAIRS. WOOD TREADS AND RISERS TO MATCH FLOORING I I -- - _ - — PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 BASEMENT PLAN oo, PROJ #: 15509 O SCALE:1/4"=1'-0" DRAWING: CONSTRUCTION PLAN BASEMENT DATE: DECEMBER 3RD,2015 SCALE: 1/4"=l'-O" PAGE NUMBER: 9 OF 18 DRAWN BY: MARINA TOMIC A10001 0 Robert Young Archilert,PLLC,2015 ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 EXISTING WALL NEW IPE STEPS NEW WALL 11"TREADS,6"RISERS CONSTRUCTION NOTES: • NEW 1 3/4"PAINT GRADE SOLID INTERIOR DOORS+ HARDWARE THROUGHOUT. • NEW FINISHES THROUGHOUT. • NEW INTERIOR CASING AND BASEBOARDS, 3/4"X 1112" SQUARE PROFILE THROUGHOUT. • NEW WINDOWS AND EXTERIOR DOORS THROUGHOUT • NEW WOOD FLOOR THROUGHOUT U.O.N. ZNEW IPE DECK o ' GENERAL NOTES 1. G.C.TO LAY OUT ALL WALL FINISH TO FINISH LOCATIONS ON SITE POST DEMOLITION FOR _ ARCHITECTS REVIEW AND APPROVAL PRIOR TO THE COMMENCEMENT OF FRAMING. r _ 02B 02A - -' - -- - - - - - - - - - - - 9 — — — — 2. WATERPROOFING TO BE INSTALLED WALL TO WALL AND UNDER ALL PANS, CABINETS, 'iF7 FIG— FIXTURES,APPLIANCES AND RELATED ITEMS. WATERPROOFING MUST RETURN UP WALLS AT I 301 1 110 I LEAST 6"AND UP TO THE CEILING AT SHOWERS 8.0 I I I I I AND TUB RIMS. l i I I I 3. ONLY LOW VOC PAINTS AND FLOOR FINISHING MATERIALS SHALL BE UTILIZED. USE WATER 114 I I I I I I I BASED PRODUCTS WHEN AVAILABLE AND i t i t DINING I PROVIDE PROPER VENTILATION. I I I I 103 CL I I LIVING I I I I MAI ITER BEDROOM 104 106 I II II II I I NEW OUTDOOR SHOWER I I I I I I 1o96 0 I — - - I I I F- G�gTEREo ---i I r — I I `o y F 109A G I fi EW IPE STEPS I - - - I I 2 m NI I I I i i a 102 I ,� I I C� 11 TREADS,6"RISERS KITCHEN � ---�-i I I I I I � I I I I X-71/4" 9'-5 5/8" 01I r� I I I o I I I L J I I 9'-4" 2 I O,c�s662 .� ------------------------------------- I I 12'b1/2 II 115 MUDROOM I I ENTRY I I -- " 101 'II - I I 100 MASTER BATH 108 M I ANTRY REF CL /j 107 w `_ 1 -- _-- ARCHITECT: 101 101 B, vo;- 526 _ CL ,, 107 ROBERT YOUNG ARCHITECT PLLC West 26th Street, Suite 616 ll � www..ryarch.com T:212.687.6940 bo BATH HALLWAY \\ 2 106 - ZNEW IPE DECK -7 I 105 108 ENGINIEER: N LO 0 110 FISCIHETTI ENGINEERING 1 1725 Hobart Road / Southold, NY 11971 - CL I 2 - - Tel: 631-765-2954 N 105B� Fax : 631-614-3516 I BEDROOM STAIRS 109 110 0 c1 l)IPE STEPS 11"TREADS,6"RISERS I 1osA REPLACE WOOD TREADS AND RISERS ON EXISTING STAIRS I I N CL I I I I I I I I -- -� I PROJECT: - _ I 950 RED FOX ROAD MATTITUCK, NY 11952 L _ 103 104 — J - - _ _ _ _ _ _ _ — - - - - - _ -- _ - - - - - - - - - PROJ4: 15509 DRAWING: CONSTRUCTION PLAN O FIRST FLOOR PLAN SCALE:1/4"=l'-O" FIRST FLOOR DATE: DECEMBER 3RD,2015 SCALE: 1/4"=l'-O" PAGE NUMBER: 10 OF 18 DRAWN BY: MARINA TOMIC A101ml ®Robert Young ArdY(ecl,P1-1-C,2015 ISSUE DATE LEGEND BUILDING PERMIT SET 2015/11/04 EXISTING CONSTRUCTION NEW CONSTRUCTION CONSTRUCTION NOTES: • NEW 1 3/4"PAINT GRADE SOLID INTERIOR DOORS+ HARDWARE THROUGHOUT. • NEW FINISHES THROUGHOUT. • NEW INTERIOR CASING AND BASEBOARDS, 34"X 1%2" SQUARE PROFILE THROUGHOUT. • NEW WINDOWS AND EXTERIOR DOORS THROUGHOUT • NEW WOOD FLOOR THROUGHOUT U.O.N. INTEGRATED GUTTER AT NEW ROOF GENERAL NOTES 1. G.C.TO LAY OUT ALL WALL FINISH TO FINISH LOCATIONS ON SITE POST DEMOLITION FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO THE COMMENCEMENT OF FRAMING. 2. WATERPROOFING TO BE INSTALLED WALL TO WALL AND UNDER ALL PANS, CABINETS, — — — — — — — — — — — — / FIXTURES,APPLIANCES AND RELATED ITEMS. / WATERPROOFING MUST RETURN UP WALLS AT L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LEAST 6"AND UP TO THE CEILING AT SHOWERS / AND TUB RIMS. 3. ONLY LOW VOC PAINTS AND FLOOR FINISHING MATERIALS NEW METAL 12 BASED PRODUCTS WHEN AVAILABLE AND ROUND GUTTER SYSTEM I / , r / / �� PROVIDE PROPER VENTILATION. NEW STANDING SEAM METAL ROOFING THROUGHOUT i E / OF S�R C`rU / / I SKYLIGHT AT KITCHEN _ I a, / 294 / �Z66s2 Q' I I I / I I i I € �+kit f i I ► L4 I I ; ARCHITECT: NEW METAL W ROUND GUTTER SYSTEM ROBERT YOUNG ARCHITECT PLL.0 526 West 26th Street, Suite 616 New York, NY 10001 I I www.ryarch.com T:212.687.6940 I I ENGINEER: I I FISCHETTI ENGINEERING _ I 1725 Hobart Road Southold, NY 11971 I f Tel: 631-765-2954 I I IFax : 631-614-3516 I I I I I I I I NEW METAL 12 ROUND GUTTER SYSTEM I I I I i I I I I I I I I I I i I I PROJECT: 950 RED FOX ROAD IMATTITUCK, NY 11952 PROJ#: 15509 DRAWING: CONSTRUCTION PLAN O ROOF PLAN ROOF SCALE:1/4"=V-0" DATE: NOVEMBER 4TH,2015 SCALE: 1/4"=V-0" PAGE NUMBER: 11 OF 18 DRAWN BY: MARINA TOMIC Al 02 0 Robert Young Architect,PLLC,2015 ISSUE DATE BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 _ 13'-11" — TOP OF RIDGE 12 6[7' _ 9'-5 1/2" 12 h 10'-4" — TOP OF RIDGE 12 a 3 TOP OF RIDGE 4.5� NEW STANDING SEAM METAL ROOFING SYSTEM THROUGHOUT i i II _�_._4 i � � METAL'l2 ROUND GUTTER SYSTEM ! ! "\ NEW IMPACT RATED WINDOW SYSTEM 1X4 CLEAR WESTERN RED CEDAR VERTICAL SIDING,TYPICAL o i NEW 1X4 IPE DECKING i N 1D3 Too CLAD ALUMINUM HORIZONTAL PANEL X01 101 X01 STUCCO I \ TO MATCH WINDOW FRAME \ i \ - NEW IMPACT RATED WINDOW SYSTEM CO LJI0 0" -- --- � IHLIIHM I W HHN o \ N N �G\STERp-�\ Q� �pBERT �O G m cn 0 OF�ss62 SOUTH ELEVATION NEW YOB 0 1 SCALE:1/4"=1'-0" r rr ARCHITECT: ROBERT YOUNG ARCHITECT PLLC 13'-11" — _ — . _ — . — . - - - . _ TOP OF RIDGE 526 West 26th Street, Suite 616 New York, NY 10001 www.ryarch.com T:212.687.6940 9'-5 1/2" _ TOS P OF RIDGE — ENGINEER: NEW STANDING SEAM METAL ROOFING SYSTEM THROUGHOUT FISCHETTI ENGINEERING 1725 Hobart Road OUTDOOR SHOWER: Southold NY 11971 SOLID WESTERN RED CEDAR FRAME o METAL 12 ROUND GUTTER SYSTEM AND DOOR CLAD IN1X4 CENTERMATCH - 1X4 CLEAR WESTERN RED CEDAR VERTICAL SIDING,TYPICAL Tel: 631-765-2954 T&G CLEAR WESTERN RED CEDAR 10�+' io2B , Fax : 631-614-3516 NEW IMPACT RATED SLIDING DOORS I I I NEW IMPACT RATED WINDOWS STRUCTURAL CORNER 1X4 IPE DECKING TO BE CLAD WITH ALUMINUM TO MATCH WINDOW FRAME NEW IPE STEPS p'-0" \ FFL I I i CV N PROJECT: 950 RED FOX ROAD MATTITUCK, NY 11952 PROJ#: 15509 DRAWING: EXTERIOR ELEVATIONS 02 WEST ELEVATION SCALE:1/4"=1'-0" DATE: DECEMBER 3RD,2015 SCALE: 1/4"=1'-0" PAGE NUMBER: 12 OF 18 DRAWN BY: MARINA TOMIC A300 ■ 1 0 Robert Young Architect,PLLC,2015 ISSUE DATE j BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 h13'-11" — . . — . — . — . — . — . . — - TOP OF RIDGE 12 / �6 _ 10'-4" i TOP OF RIDGE , — . . . 12 a 3 �2q oza 03 03s NEW STANDING SEAM METAL ROOFING SYSTEM THROUGHOUT i METAL 12 ROUND GUTTER SYSTEM 1X4 CLEAR WESTERN RED CEDAR VERTICAL SIDING,TYPICAL o STRUCTURAL CORNER TO BE CLAD WITH ALUMINUM 110 N 111 112 113 TO MATCH WINDOW FRAME zo NEW WINDOWS AND DOORS NEW 1X4 IPE DECKING 0'-0" FFL NEW IPE STEPS G�gTEREp NORTH ELEVATION0 Q- �ypBERT N� 01 SCALE:1/4"=1`-0" * ; o to 0�?6662 .�. o - X13'-11" TOP OF RIDGE ARCHITECT: ROBERT YOUNG ARCHITECT PLLC 526 West 26th Street, Suite 616 k 10'-4" New York, NY 10001 TOP OF RIDGE — www.ryarch.com T:212.687.6940 NEW STANDING SEAM METAL ROOFING SYSTEM THROUGHOUT ENGINEER: LLLLL METAL 12 ROUND GUTTER SYSTEM FISCHETTI ENGINEERING 1725 Hobart Road 1X4 CLEAR WESTERN RED CEDAR VERTICAL SIDING,TYPICAL Southold, NY 11971 to 91098 Tel: 631-765-2954 Fax : 631-614-3516 NEW IMPACT RATED WINDOW SYSTEM STUCCO 0'-0" FFL NEW IMPACT RATED DOOR SYSTEM v a ;0 \ EXISTING CONCRETE RETAINING WALL — — _ - - - - - - - - - - - - - - - _ PROJECT: 950 RED FOX ROAD M MATTITUCK, NY 11952 oL-8-101/2" . T.O.C. PROJ#: 15509 DRAWING: 0 1 EAST ELEVATION NEW CONCRETE RETAINING WALL EXTERIOR ELEVATIONS SCALE: 1/4'1 LINE OF EXISTING GRADE DATE: DECEMBER 3RD,2015 SCALE: 1/4"1 PAGE NUMBER: 13 OF 18 DRAWN BY: MARINA TOMIC A301 1 ■ 0 Robert Young Architect,PLLC,2015 ISSUE DATE 3 BUILDING PERMIT SET 2015/11/04 _ 13'-11" . — . . — . — . — TOP OF RIDGE 12 "I2 r 6[7' OIL 10'-4" h9'-5 1/2" -- TOP OF RIDGE — 9' OF RIDGE . . — . — . . — . — . — - — 12 :, 3 12 4.5 D = LI� ------------------------------------------ REMOVE FLAT CEILING o NEW FLAT CEILING BEDROOM 109, I I I I I I I I -8-101/2" - - T.O.C. I — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — 01 SECTION SCALE:1/4"=1'-0" ED ARC' T H. roG�cij�C' * h ��. 026662 `lp� ,OF���i, SKYLIGHT 14 r) X13'-11" — T�p pF(RIDGE NEVV-2x10-RAFTERS—' `p ' INTEGRATED GUTTER -~ ARCHITECT: OL 10'-4" . — - . — - � . — . LLC T p RIDGE —\. - -- - - FFL _- Q 10 " 12 ROBERT YOUNG ARCHITECT P 0.�5� , ./ ,f�i ' 3 526 West 26th Street, Suite 616 REMOVE FLAT CEILING �'-101/4" f5 � , /. ; , =-- New York, NY 10001 ------------------ FFL wwwv.ryarch.com T:212.687.6940 i I LO NEW FLAT CEILING TEXISTING WALL N NEW 2x6 EXTERIORWALL I TO BE REMOVED ENGINEER: FISICHETTI ENGINEERING LIVING KITCHEN MASTER BEDROOM o 104 102 106 NEW 2x8 FLOOR JOISTSX CD 1725 Hobart Road DINING Southold NY 11971 NEW IPE DECK I I KITCHEN 103 102 Tel: 631-765-2954 I II Fax : 631-614-3516 FFL - - - I I I I I I I I I I I I I I I I I L—J I II I II -8-1 o v2" -- I_ _ -8-101/2" PROJECT: T. T.o.C. .O.C. 950 RED FOX ROAD I I I I .'. � MATTITUCK, NY 11952 FPROIJ#: 15509 NEW 8"CONCRETE FOUNDATION WALL NEW 8"x16" FOOTING DRAIWING: SECTION SECTION BUILDING SECTIONS 02SCALE:1/4"=1'-0" 03SCALE:1/4"=1'-0" DATE: NOVEMBER 4TH,2015 SCAILE: 1/4"=l'-O" PAGE NUMBER: 14 OF 18 DRAWN BY: MARINA TOMIC -A4- 0 0 0 RoW Young Amhited,PLLC,2015 ISSUE DATE BUILDING PERMIT SET 2015/11/04 BUILDING PERMIT SET-REVISION 2015/12/03 EXTERIOR DOOR AND WINDOW SCHEDULE ROUGH OPENING FRAME DIMENSION NUMBER LOCATION ACTION NEW/EXISTING MFGR MODEL# MATERIAL INT FINISH EXT FINISH SCREEN HARDWARE REMARKS WIDTH A HEIGHT B WIDTH A HEIGHT B #001 REC ROOM RM-001 AWNING REPLACE EXISTING MARVIN CUAWN3016 2'-7" V-3 5/8" 2'-6" V-3 1/8" CLAD ALUMINUM PTD EBONY YES #002A REC ROOM RM-001 SLIDING DOORS NEW MARVIN CUSFD CUSTOM 6'-1" T-9 1/4"V.I.F. 6'-0" T-8 3/4"V.I.F. CLAD ALUMINUM PTD EBONY YES #002B REC ROOM RM-001 FIXED DOOR NEW MARVIN CUIFD CUSTOM T-1" T-9 1/4"V.I.F. T-0" T-8 3/4"V.I.F. CLAD ALUMINUM PTD EBONY NO BASEMENT #003 REC ROOM RM-001 CASEMENT NEW MARVIN CUCA3260 2'-9" 4!-115/8" 2'-8" 4'-11 1/8" CLAD ALUMINUM PTD EBONY YES #004 BATHROOM RM-003 CASEMENT NEW MARVIN CUCA3260 2'-9" 4'-11 5/8" 2'-8" 4'-11 1/8" CLAD ALUMINUM PTD EBONY YES #005 ROOM RM-004 CASEMENT NEW MARVIN CUCA3260 2'-9" 4'-11 5/8" 2'-8" 4'-11 1/8" CLAD ALUMINUM PTD EBONY YES #006 ROOM RM-004 CASEMENT NEW MARVIN CUCA3260 2'-9" 4'-11 5/8" 2'-8" 4'-11 1/8" CLAD ALUMINUM PTD EBONY YES #101A ENTRY RM-100 PICTURE NEW ARCADIA AG 451T 1'-10" 6-7 1/2"V.I.F. 1'-9" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO ANODIZED ANODIZED #10113 ENTRY RM-100 INSWING SOLID NEW CUSTOM N/A T-1" 6'-71/2"V.I.F. T-0" 6'-7"V.I.F. WOOD PTD EBONY YES DOOR #101C ENTRY RM-100 PICTURE NEW ARCADIA AG 451T 4'-11 1/2" 6'-71/2"V.I.F. 4'-10 1/2" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO ANODIZED ANODIZED #102A HALLWAY RM-105 PICTURE NEW MARVIN CUCAP7224 6'-1" V-11 5/8" 6'-0" V-11 1/8" CLAD ALUMINUM PTD EBONY NO #1028 HALLWAY RM-105 AWNING NEW MARVIN CUAWN3624 T-1" V-11 5/8" 3'-0" V-11 1/8" CLAD ALUMINUM PTD EBONY YES �G�S�EREO q� �OgERT h y � / OG ti #103 STAIRS RM-110 CASEMENT REPLACE EXISTING MARVIN CUCA 2444 1'-9" T-7 5/8"V.I.F. 1'-8" T-71/8"V.I.F. CLAD ALUMINUM PTD EBONY YES I 011 46, 0 #104 BEDROOM RM-109 CASEMENT REPLACE EXISTING MARVIN CUCA 2444 1'-9" T-7 5/8"V.I.F. 1'-8" 3'-7 1/8"V.I.F. CLAD ALUMINUM PTD EBONY YES �y 26662 �- #105A BEDROOM RM-109 PICTURE NEW MARVIN CUCAP6054 5'-1" 4'-5 5/8" 5'-0" 4'-51/8" CLAD ALUMINUM PTD EBONY NO OWN 2 #1058 BEDROOM RM-109 CASEMENT NEW MARVIN CUCA2654 2'-3" 4'-5 5/8" 2'-2" 4'-51/8" CLAD ALUMINUM PTD EBONY YES #106 BATHROOM RM-108 AWNING NEW MARVIN CUAWN3624 T-1" V-11 5/8" T-O" V-11 1/8" CLAD ALUMINUM PTD EBONY YES #107 MBATH RM-107 AWNING NEW MARVIN CUAWN3624 T-1" V-11 5/8" T-0" V-11 1/8" CLAD ALUMINUM PTD EBONY YES #108 MBATH RM-107 AWNING NEW MARVIN CUAWN4024 T-5" V-11 5/8" 3'-4" V-11 1/8" CLAD ALUMINUM PTD EBONY YES ARCHITECT: #109A MBEDROOM RM-106 CASEMENT NEW MARVIN CUCA2654 2'-3" 4'-5 5/8" 2'-2" 4'-51/8" CLAD ALUMINUM PTD EBONY YES ROBERT YOUNG ARCHITECT PLLC 526 West 26th Street, Suite 616 New York, NY 10001 1ST FLOOR #109B MBEDROOM RM-106 PICTURE NEW MARVIN CUCAP6054 5'-1" 4'-5 5/8" 5'-0" 4'-51/8" CLAD ALUMINUM PTD EBONY NO New Y 1 7:212.687.6940 #110 MBEDROOM RM-106 SLIDING DOORS NEW ARCADIA ULT-5500 8'-1" 6'-7 1/2"V.I.F. 8'-0" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE YES ANODIZED ANODIZED ENGINEER: #111 DINING RM-103 SLIDING DOORS NEW ARCADIA ULT-5500 9'-8 1/2" 6'-7 1/2"V.I.F. 9'-7 1/2" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE YES FISCHETTI ENGINEERING ANODIZED ANODIZED 1725 Hobart Road #112 LIVING RM-104 SLIDING DOORS REPLACE EXISTING ARCADIA ULT-5500 9'-81/2" 6'-71/2"V.I.F. 9'-7 1/2" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE YES Southold, NY 11971 ANODIZED ANODIZED Tel: 631-765-2954 #113 LIVING RM-104 SLIDING DOORS REPLACE EXISTING ARCADIA ULT-5500 9'-101/2" 6'-71/2"V.I.F. 9'-91/2" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE YES Fax : 631-614-3516 ANODIZED ANODIZED #114 LIVING RM-104 SLIDING DOORS REPLACE EXISTING ARCADIA ULT-5500 8'-0" 6'-71/2"V.I.F. 7'-11" 6'-7"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE YES ANODIZED ANODIZED #115 MUDROOM RM-115 INSWING GLASS NEW MARVIN CUIFD CN3066 3'-1" 6'-7 1/2"V.I.F. T-0" 6'-7"V.I.F. CLAD ALUMINUM PTD EBONY YES DOOR #201A ENTRY RM-100 PICTURE REPLACE EXISTING ARCADIA AG 451T 5'-1"V.I.F. 2'-6 1/2"TO 5'-0 1/2" 5'-0"V.I.F. 2'-6"TO 5'-0"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO TRAPEZOID WINDOW V.I.F. ANODIZED ANODIZED #201 B ENTRY RM-100 PICTURE REPLACE EXISTING ARCADIA AG 451T 5'-1"V.I.F. 0"TO 2-6 1/2"V.I.F. 5'-0"V.I.F. 0"TO 2-6"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO TRIANGULAR WINDOW ANODIZED ANODIZED #202A LIVING RM-104 PICTURE REPLACE EXISTING ARCADIA AG 451T 5'-1"V.I.F. 0"TO 2-6 1/2"V.I.F. 5'-0"V.I.F. 0"TO 2-6"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO TRIANGULAR WINDOW ANODIZED ANODIZED PROJECT: #20213 LIVING RM-104 PICTURE REPLACE EXISTING ARCADIA AG 451T 5'-1"V.I.F. 2'-6 112"TO 5'-0 1/2" 5'-0"V.I.F. 2'-6"TO 5'-0"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO TRAPEZOID WINDOW V.I.F. ANODIZED ANODIZED 950 RED FOX ROAD MATTITUCK, NY 11952 2'-6 1/2"TO 5'-0 1/2" DARK BRONZE DARK BRONZE #203A LIVING RM-104 PICTURE REPLACE EXISTING ARCADIA AG 4517 5'-1"V.I.F. V.I.F. 5'-0"V.I.F. 2'-6"TO 5'-0"V.I.F. ALUMINUM ANODIZED ANODIZED NO TRAPEZOID WINDOW PROJ#: 15509 #203B LIVING RM-104 PICTURE REPLACE EXISTING ARCADIA AG 451T 5'-1"V.I.F. 0"TO 2-61/2"V.I.F. 5'-0"V.I.F. 0"TO 2-6"V.I.F. ALUMINUM DARK BRONZE DARK BRONZE NO TRIANGULARWINDOW ANODIZED ANODIZED DRAWING: #204 KITCHEN RM-102 SKYLIGHT NEW VELUX FCM 3046 2'-5" 4'-6" CLAD ALUMINUM PTD ANODIZED DARK BRONZE NO CURB MOUNTED SKYLIGHT WINDOW AND DOOR SCHEDULE NOTE: ALL WINDOWS AND DOORS UNITS AND ASSEMBLIES TO BE HURRICANE RATED CERTIFIED. DATE: DECEMBER 3RD, 2015 SCALE: NTS PAGE NUMBER: 15 OF 18 DRAWN BY: MARINA TOMIC A900 ■ 1 ®RobeA Y=V Amhftwt PLLC,2015 ISSUE DATE BUILDING PERMIT SET 2015/11/04 50'-6" -8'- 0„ 42'-6„ 01 CD I — =1= s =_ _ _ _ _ _�� _ _ — — —= T-1' _ _ __ — — — — —= — — _ _ _ _ — — _ — — — — _= T—=—1= _ —_ _ _ _ _�_ (3) 2X10 ACQ GIRDER I ' i i_(3) 2X10 ACQ GIRDER ! i i i (3) 2X10 ACQ GIRDER -0- - 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 01 12"dia. CONC. PIER 24"X24"X12" FTG. 1 — II c) 3' BELOW GRADE CO �I o N II I I o II v LEDGER BOARD TO BE FASTENDED li ¢ TO BUILDING WITH 11MBERLOK? SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING ii EPDXY (4) #4 B (2 SCREWS © 32" O.C.) 12" LONG I I N — I w I f 0 ISI CIO IIaI r_ 0 x UNFINISHED BASEMENT II N 006 2X8 FJ 016"OC 12"dia. CONC. PIER ROOM ' 24"X24"X12" FTG. 004 I 3' BELOW GRADE 2X8 ACQ DJ ®16"0 II --I- -, WALL TO BE LOCATED r I UNDER WALL ABOVE II --J — — — — — — — — — — — - - - loC5 0 l N - I II cy II ¢ ' 00 LAUNDRY ROOM � 0 o I 005 X j� ----�r----� BATH I HALLWAIY :: 17. II i 0021 003 - r II �I r -- - - - -- - Ik_J - it L----� o ARCHITECT: I LEDGER BOARD TO BE FASTENDED © ROBERT YOUNG ARCHITECT PLLC TO BUILDING WITH TIMBERLOK? -' SELF-COUNTERSINKING SCREWS o 526 West 26th Street, Suite 616 p I I BY OLYMPIC MANUFACTURING „ \ New York, NY 10001 (2 SCREWS 0 32" O.C.) ¢ 12 dia. CONC. PIER \\ I wwiw.ryarch.com T:212.687.6940 00 24"X24'X12 FTG. °O 8'-0 3 4" 8'-0 1 2" N 8'-0 3 4'�' BELOW GRADE 8'-0 3/4 \. ' ENGINEER:Ir a i 0 �I _ i i FISCHETTI ENGINEERING _(3_) 2X1_0 ACQ GIRDER'I II '� I (/ ) 3 2X10 ACQ GIRDER 1725 Hobart Road —J -------I- I ----- I - - I 1 I — Southold, NY 11971 REC ROOM 001 � Tel: 631-765-2954 34'-2 3/4" Fax : 631-614-3516 r =J I. p^y w. •1 I I - PROJECT:777777d' 950 RED FOX ROAD MATTITUCK, NY 11952 O 1 BASEMENT PLAN 550 SCALE:1/4"=1'-0" DRAWING: STRUCTURAL NOTES BASEMENT PLAN DATE: NOVEMBER 4TH,2015 SCALE: 1/4"=1'-0" PAGE NUMBER: 16 OF 18 DRAWN BY:MARINA TOMIC S100 0 Robert Y=Q AMMOM PLLC,2015 ISSUE DATE BUILDING PERMIT SET 2015/11/04 _ — — --SIMPSQN_TOP FLANGE HDQ8 AHOLD DOWN MOUNTED JOIST-HMI GER- — — — — — — — — — — HOLD T09FN 7 (2) 11-1/4 ML I I MOMENT FRAME I (2) 11-1/4 ML I — I *—HbQ8 \ I I 1 (3) 11-1/4 MLI AOLD DOWN I i II II II I 1 N 11 Q I DINING j 073 v d 1 LIVING I I 1 1 I 104 I I w l II NI �I SIMPSON TOP FLANGE - I I" t� vl i JOIST HANGER I I o N �I - - - - 1L2 M — I I I N 1 1 I - - - - - i MASTER BEDROOM I I r - ----- o � - - - r i 106 I I I I - - - �I �1 1 I $ �I I 11 I I a, I I KITCHEN M I I 102 I � I II i -------------------------------------- I I ! `.I I L_�_ J - - - I I II I i I I I O II I I I I N MUDROOM ( 1 ENTRY 101 I I 100 I I ... I I I MASTER BATH I - 107 ;I .«� _r ° 0 e.F 1 - ` x E71 s - 1 u � I I ARCHITECT: I _ _ _ ROBERT YOUNG ARCHITECT PLLC - - - - _ _ - - - - 526 West 26th Street,S eet Suite 61 / 6 I , _ — — - - - ----- - New York NY --- - -- - - - 10001 ,I 1 BATH ! ww .ryarch.com T:212.687.6940 108 I I � N ' www.ryarch.com I HATO-51AY N I ENGINEER: FISCHETTI ENGINEERING N ( I 1725 Hobart Road N = I Southold, NY 11971 Tel: 631-765-2954 \ 1 Fax : 631-614-3516 BEDROOM o 1 STAIRS 109 x 110 I ° ^ u I 1 I 1 I u I PROJECT: -- - - --- - 1 950 RED FOX ROAD I I MATTITUCK, NY 11952 L - - _ - - _ _ _ _ - - - - - _ — _ - - _ _ - - - - - - - J PROJ#: 15509 DRAWING: O 1 FIRST FLOOR PLAN STRUCTURALNOTES FLOOR PLAN SCALE:1/4"=1'-0" DATE: NOVEMBER 4TH,2015 SCALE: 1/4"=1'-0" PAGE NUMBER: 17 OF 18 DRAWN BY:MARINA TOMIC S101 0 Ro1a4 Ymn ArchRed,P-LC,2015 ISSUE DATE 3 BUILDING PERMIT SET 2015/11/04 TOP 6F RIDGE 12 2 6 ADD 2X6 CJ ®16"OC PLUMB BOTH WALLS h10'-4" — _ 9'-5 1112" _ TOP OF RIDGE — �fOF RIDGE 12 12 I 4.5�j 3�-% _ —EXISTING CEILING FRAMING TO REMAIN BEDROOM 1091 CONTINUOUS TOP PLATE I - I (2) 11-1/4- Lam_ . , _ (2) 11 RECROOM -1/4" ML 00-11 (2) JACKSTUDS TO �t SUPPORT ML BOLTED (TYP.) CD 8�-10 1/2" 0 FINISHED FLOOR O 11 ,11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-1/2- GROUT IN. IJ I— — — — — — — — — — — — — — — — — — — — — — — — — — — — • Q • Q • • C • 4 • 4 • C • C • 4 . C• . C • C . 4 . . SECTION D'e . .1 ed 6CNC.e (4) 5/8" dic. ANCHOR BOLTS O EMBED 12" INTO CONCRETE SCALE:1/4"=V-0" USE SIMPSON SET-XP EPDXI (1V•) MOMENT FRAME WALL FRAMING OMF69 10X9 0 13'-111" p OF RIDGE \— — — 2X 0 RR 2X6 TOLOCK OVER RAFT R ASHEADER REQUIRED 10'x„ — . GE - / — �1 3/4X9 1 2— J ARCHITECT: rop of RIDGE ML RID 10'-1^ ®16 OC ®16 OC NG ROOF- — — LLC — FFL 1 - aX3 1 REMAIN ROBERT YOUNG ARCHITECT P FRAMING \`\ T 0.75 - - /, µ/ ,�/ i //,;• / , ' 526 West 26th Street, Suite 616 -------------------------- --- 7'-101/4" New York, NY 10001 ___� www.ryarch.com T:212.687.6940 FFL � ,� (3) 1-3/4X9-1/2 ML W3) 1 2/4625 1/2 w/ (2) .625 STEEL WITH O .625ATES i PLATES (UPSET) UPSET / ENGINEER: LIVING KITCHEN MASTER BEDROOM ' FI'SCHETTI ENGINEERING 104' 102 106 I�% DINING i EXISTING WALL 103 TO BE REMOVED 1725 Hobart Road KITCHEN i Southold, NY 11971 i 102 f� Tel: - 631 765-2954 I Fax : 631-614- 516 - - 01-0. NEW 2X8FLOOR JOISTS 17 ADD OPENING IN EXISTING ` EW 8" WALL TO ACCESS THIS AREA Cay UNFINISHED BASEMENT ROOM FOUNDATION 006 I 004 WALL V0,� UNFINISHED BASEMENT SS1C'�� r7 L_J 006 I I I -8-10 1/2" - - _ — — -8-10 1/2" 4" CONC. SLAB T.O.C. - T.O.C. — PROJECT: 950 RED FOX ROAD 8X16 FOOTING (3) #4 REBAR Ll MATTITUCK, NY 11952 PROJ#: 15509 DRAWING: 02SECTION 03 SCALE:1/4"=1'-0"SECTION STRUCTURAL NOTES SCALE:1/4"=1'-0" SECTIONS DATE: NOVEMBER 4TH,2015 SCALE: 1/4"=V-0" PAGE NUMBER: 18 OF 18 DRAWN BY:MARINA TOMIC S400 0 Robert Y"erg Amhifect,PLLC.2015