Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
43317-Z
gtfOF4 COGy, Town of Southold 9/10/2020 P.O.Box 1179 T 53095 Main Rd �'tfj p�giyl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41424 Date: 9/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3050 Fairway Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-14.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/28/2018 pursuant to which Building Permit No. 43317 dated 12/17/2018 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: alterations and additions, including covered porch, second floor roof deck, pergola covered entry outdoor shower stall and attached two car garage as applied for. The certificate is issued to George,Richard&McGrath,Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0126 6/28/2020 ELECTRICAL CERTIFICATE NO. 43317 8/8/2019 PLUMBERS CERTIFICATION DATED 12/23/2019 h Scanlo c. A thoe Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE py_• 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#: 43317 Date: 12/17/2018 Permission is hereby granted to: George, Richard & McGrath, Laura 25 Plaza St W Apt 5L Brooklyn, NY 11217 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter and Trustees approval. At premises located at: 3050 Fairway Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.16 Pursuant to application dated 11/28/2018 and approved by the Building Inspector. To expire on 6/17/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $816.40 CO -ADDITION TO DWELLING $50.00 Total: $866.40 Builcli6g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 DateY , New Construction: Old or Pre-existing Building: (check one) Location of Property: c riL. OIL �C � HoseNo. ® Street Hamlet Owner or Owners of Property:" 1z -e1® DAA.. mx- Suffolk County Tax Map No 1000, Section /®T Block Q.. Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.devlinttown.southold.ny.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Richard George Address. 3050 Fairway Dr city,Cuthchogue st: NY zip: 11935 Building Permit#: 43317 Section: 109 Block: 5 Lot 14.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R & P Electric LLC License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 11 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel X A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 42 Twist Lock Exit Fixtures 11 TVSS Other Equipment: Combination smoke/ carbon- 1, Bath Floor Heat, Exhaust Fans-2, Low Voltage lights Upper Deck, Sub Panel in Attic with 7-ARC Fault breakers and an AV Closet in Attic Notes: Inspector Signature: Date: August 8, 2019 S.Devlin-Cert Electrical Compliance Form.xls so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD LJ NOV ® 6 2019 2 CERTIFICATION Date:_ i 23 Building Permit No. � �( Owner: XAA-ac &e-° r- (Please print) Plumber:_� L '� C /Iff'� ..r-r- oolve: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2 3 day of 20 c, ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6364702 ®ualified in Suffolkounty MY Commission Expires 09-18-2021 Notary Public,- Cc� County a0F SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,e�'' 765-1802 INSPECTION [ NDATION 1 ST ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: F-,4w, , lll/i� p h DATE l INSPECTOR �17 OF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPEC p CN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 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: v�Pc�M 0 All %-�mo.#AA i "ie A J^ DATE a INSPECTOR 1 /� SOF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F6UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: Kq Sir 0 liM ol�v^-- I ', c* v- DATE INSPECTOR"Xe�! lit— V oe souTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 417 / [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION j ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ['m ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o�aOP SOUTyO{o * TOWN OF SOUTHOLD BUILDING DEPT. �o cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [V CAULKING REMARKS: �kAso I j i A�� f (: 0 DATE 0 INSPECTOR OL/9 IV �� •, •� P �o�a0f 30UTyO� f '?7' / # # TOWN OF SOOT OLD BUILDING DEPT. co 765-1802 INSPECTION r [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE PJAIZ, INSPECTOR pf SOUIy�� # # "TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2141) [- ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY _ [ ] FIRE--SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: JDDATE D S INSPECTOR • ' • ' NEW 1 ria , . ►ter % , . sAWA FOUNDATION (ISTz�... ------------------------- 00 11,23 Nor, •A ROUGH FRAMING& PLUMBING PAM INSULATION 1 • ENERGYER CODE ADDair ITIONAL COMMENTS lel:_r1 / /i liz « �__ - ' . I AW P 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 %`._. Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application Examined ,20 Singl&Separate r , Truss Identification Form Storm-Water Assgssment Form ` Contact: �w ' Approved ;20 26 Mail to: '`'�`'� 3 4L Disapproved a/c 1 j Phone: 6 F l — W. .3 /5 Expiration r AuiWItlspector NOV 2 8 2018APPLICATION FOR BUILDING PERMIT' Date , 20 INSTRUCTIONS a. This application MUST-be-completely filled in by typewiitef 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'adjdining premises of public streets or areas, and waterways. c.The work covered by this application may not bb-commenced-before issuance of BuildingTermit. 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 pgrmit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 1-8 months from such date. If no zoning amendments or other regulations affecting the property have been-enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months:Thereafter, a new permit shall be required. APPLICATION IS,HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk�Cbunty,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. .,. • ' ��� �•G(l�� �V�t�J�C�des /�nrC� .(Signature of applicant or name,if a corporation) pa &K ��3 ( i i a ss of applicant) State whether applicant is owner, le see, gent, architect, engineer, general contractor, electrician,plumber or builder ��r"e-&A(_ cvryrL Name of owner of premises AtG .,(As;on;the t , roll or latest deed) If app ' ant is oq, .,signature of duly authorized officer ame an-&f1ite-off c r o' tt�office '' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc4'op, d on whi rUosed workwill be o e: U "A0-1 1 cu,ti-A0/1 House Number ',Street `', Hamlet / County Tax Map No. 1000 Sect ion., Block e Lot Subdivision Filed Map No. Lot. ; 4 i 2. State existing use,and occupancy of premis and i tend use and occupancy of proposed construction: a. Existing use and.occupancy 5U4�_,/ b. Intended use and occupancy S1r?'� 3. Nature of work(check which applicable): New Building Addition Alteration 0� Repair Removal Demolition Other Work (Description) 4. Estimated Cost A-0, 'PDb Fee (To be paid on filing this application) 5. If dwelling;number of dwelling units T- Number of dwelling units on each floor If garage,'n`umber of,cars 6. If business;'commer`cial-or mixed occupancy, specify nature and extent of each,type of use. I 7-: Dimensions:,of•existing.structures, if any: FrontRear C?3" Depth Y Height 7 Number of Stories Dimensions of s me structure with alterations or additions: Front , : •Rear - •-� Depth Height Number of Storied I i R S. Dimensions of entire new construction:Front Rear Depth Height Number of Stories I 9. Size of lot: Front- —f`-`Rear Depth 10. Date lof Purchase Name of Former Owner 11. Zone or use district in which premises.are situated 12. Does'proposed construction violate any,zoning law, ordinance.or regulation?,YE•S NO, 13. Will lot be re-graded? YES NO Will excess,f ll'be'removed ffb1h-premisbsTYES NO' 14. Names of Owner of premises Address Phone No.' Name of'Architect Address' Phone.No Name of Contractor Address Phone No. 15 a. Is this.pr9perty,within 100 feet of a tidal wetland or.a,freshw,,ater wetland? *YES, NU , Y * IF YES, SOUTHOLD TOWN,TRUSTEES &D.E.C. PERMITS MAY BE,REQUIRED. b. Is this property•within 300.feet of a tidal Wetland? *.YES NO * 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 aiiy point bri�`property is at'10 feet or below, must provide topographical data on survey. r 18. Are-there any covenants-and,restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY:1 j } STATE OF NEW YORK) SS: COUNTY OFA s • being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, = ?'-CONNIE D:.BUNCH �IwN L Notary Publ�,'State of N w,,York WCr� (S)He is the No�•1BU61, �b50• (Contractor,Agent,Corporate Officer, etc.) � k' . �•� Cor?lm�`on _�, April 14, V of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in'this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before-me t i ( ; day of ;202 INotary Public <\ !Signature of Applicant i A B ING DEPARTMENT Electrical Inspector ••._ V TOWN OF SOUTHOLD. T wn Annex- 54375 Main Road O Box 1179 . JAN 2 5 201 Southold, NewYork 11971- 59, Telephone {631) 765-1802`=FAX ( 1) 765-9502 SUIY.Y RiG DzeTo TOWN Oil'SOZJT11�0� ro�er.richert ;•tow a'sout�i .v` . s APPLICATION FOR ELECTRICAL INSPE ION REQUES D BY'2&0— W ` Company Na e: " Name: _ License No.: Q = email.' t Address: Phone No �{- JOB• SITE' INFOWATIO ' (All Information Required) Name: . l _ Lj Address: - Q& Cross Street: t Phone No. j Bldg-Permit-#: email: Ta xMap District: 1000 Section: Block: Lot:: J BRIEF DESCRIPTION OF WORK.(Pleas rint Cl dy) t�r� Circle All That Apply: Is job ready-for inspection?: YES NO Rough In Final Do you.need'a Temp Certificate : YE l NO Issued.On .,_ Ump Information: (Ali it forrhation required) r Service,Size 1 Ph h Size: . A #Meters Old Meter# New,Service-- Fire.Reconn ct- Flood Reconnect- Service Reconnected -Un erground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Servi ? Y N i ' Additional`Informatio ;- g _ M YY „ PAYMENT DUE WITH APPLICATION, 4i ( -E 4D $2-Request for Inspecdon Formals f � D o Town ex 2Q1Q 11 Telephone(631)765-1802 5P.0.B ad . �QR 1 1 roaer.richertCcr io sout�io1ny us Southold,NY 1971-0959 ��+1: '" i yQVIMS BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- `7 Date: Company Name: In ILP qn�L _� Name: License No.: Address: 6o35 MaOik�oH61Q5�— Phone No.: D JOBSITE INFORMATION: (*Indicates required information) *Name: -- *Address: *Cross Street: *Phone No.: 3/ 7C G Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please P int Clearly) (Please Circle All That Apply) Is job ready for inspection: YES NO Rough in Final *Do you need a Temp Certificate: YES ! NO 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 4dditional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �'� !`�®� ®�� Michael J.Domino,President � �® Town Hall Annex John M.Bredemeyer III,Vice-President ,.rr`22�®, 54375 Route 25 Glenn Goldsmith `iJ, P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams ®� COUNT11 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 11, 2018 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: LAURA McGRATH & RICHARD GEORGE 3050 FAIRWAY DRIVE, CUTCHOGUE SCTM#: 1000-109-5-14.16 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, last dated August 22, 2018, and determined that the construction of additions and alterations to the existing single family dwelling and relocation and upgrade of the sanitary system on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Specifically regarding the proposed upgrade of the sanitary system, "the relocation of an existing septic system from within Trustee jurisdiction to outside of Trustee jurisdiction" is an activity exempt from requiring a wetland permit pursuant to Section 275-4(A)(1)(k). Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. r 2 It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Mich e! J.-Domino, President .board of Trustees MJD.dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY Cd Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www.decny.gov LETTER OF NO JURISDICTION September 4, 2018 Ms. Laura McGrath 25 Plaza Street West Apt. 5L New York, N.Y. 11217 Re: UPA#1-4738-03139/00002 - Facility: McGrath/George Property 3050 Fairway Drive, Cutchogue, N.Y. SCTM# 1000-109-5-14.16 Dear Ms. "McGrath, Based on the information you have submitted, the Department of Environmental Conservation has determined that the above referenced project landward of the 10 foot contour line, as shown on the-survey-prepared by Kenneth M. Woychuk last revised 8/22/2018, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. (DEP-ARNO) Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si e ly, san Ackerman eputy Regional Permit Administrator cc: En-Consultants,-BMHP, File NE�YORK Department of STATE OF OPPORTUNITT Environmental Conservation Scott A. Russell ,� °s� '� STO]KI MWATJE K SUPERVISOR AWANAGlIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET Dff%. I ZU111 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE AN OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) [:16\,A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ CB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0,D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑PLE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ 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 Tag 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 witliyour Building Permit Application. Date APPLICANT* (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 100 �`� /��( r�/� l�. / District ' NA\4E �J i 1 i I.r V`- ! i' P—) Sec 1. n Bock Lot VZ-4 /^ °"["", --�/�,y •— ""*FOR BUILDING D RTMENT USE ONLY Contact Information V 1 � / 5 -B Y(IS rr�k��vuo,wi Reviewed By: f — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. ��"- "• `tL W� -- Stormwater Management Control Plan Not Required. (/w&6 D 6 ve- N , 19Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 /3 APPLICANT S.C.T.M.#: 1000 s CHAPTER. 236 (Property Owner,Design Professional,Agent.Contractor,Oti,er) J / Stormwater Management Control Plan CHECK LIST NNE Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Please Pint 6'31�l1'g Date * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist) SI Ie Telep Nu6.f A3 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item,Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries DRAINAGE INSPECTIONS ARE REQUIRED b. Total Site Acreage. Contact TOS Engineering at 765-1560 before c. Existing-Natural &Man Made Features within 500 L.F. �O Backfill OR Provide Engineer's Certification of the Site Boundary as required by§236-17(C)(2). that the drainage hag been installed to rade d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing&Area of Proposed Land Disturbance. tEZ 0© /VD C "� Gb f. Existing& Proposed Contours of the Site (Minimum.2'Intervals) 00 g. Location of all existing &proposed structures,roads, driveways,sidewalks, drainage improvements &utilities. h. Spot Grades &Finish Floor Elevations for all existing & proposed structures. 1117k, Nib I. Location of proposed Swimming Pool and discharge ring. ®0� 1. Location of proposed Soil Stockpile Area(s). NDT J?1,'9 i N- 51B .til LL G O k. Location of proposed Construction Entrance/Staging Area(s). 0=© WAN fj,� t(le cr 4 1. Location of proposed concrete washout area(s). =® m. Location of all proposed erosion&sediment control measures. E9;1=1 EROSION &SEDIMENT CONTROLS 2. Stormwater Management Control Plan must include Calculations showing Shall inchidp hut not be limited to: that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall storm event Wire Baeked Silt Feneing, stabilizat on R 3. Details&Sectional Drawings for stormwater practices are required for approval S ding of exposed an /or Jjnactilve suils. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. ® e9 ti b. Construction Entrance &Site Access. Vt c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****FOR ENGINEERI EPART NT USE ONLY**** ❑ Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. — - - - - - - - - - - - - - - - - - - - - - - - .,Approved By: Stormwater Management Control Plan is Complete. Date. Z 8 I SMCP has been approved by the Engineering Department. FORM * SWC Check List-TOS MAY 2014 1 Town Hall Annex �� • y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 N = Southold, NY 11971-0959 a iLD[iLJ'GDEPAR-T, NOTICE OF UTILIZATION OF TRU.SS'ITYPE{CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION-ANDlOR,-TIMBER CONSTRUCTION Date: Own er: 6—ee? 7 ` •., a ,; _ .F•:•''���� ✓—� • Location:of Property: ti vv�ilrirr✓ ;, Please take notice that the{cheek•applica41etli;ne): New commercial or resid'enti34 tructure r4r Addition to exis ing,commeicial'or residential structure Rehabilitation o'an existing;',commercial or residenfial structure` to be,constru'W or,performed at the subject property reference above with till e (check applicable line.): Trus"ype.construction (TT) Pre-engineered,wood:*construction (PW) s` ` Timber construction (i'C) s3• TP in the following location(s) (check applicable'line):' Floor framing, including girders and beams (F) �C Roof framing (R) ^ Floor:a d roof framing.(FR) Signature: Name (person submi 'ng this form): (.� Capacity(check applicable line): Owner Owner representative x TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED AEIF REFLECTIVE WHITE PANTONE #187 r 1/2" rl The construction type STROKE designation shall be SC1777 6611777 cclll777 cclWo,r 66V77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the CCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F77 FLOOR;FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS R®-O-F—FRiiii I-N-fes-low - " �a FR FLOOR AND ROOF FRAMING STANDARDS AND CODES ®�*OF SO(/ryol Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ COMM BUILDING DEPARTMENT October 31, 2019 TOWN OF SOUTHOLD Joseph Kollen Enterprises Inc. P.O. Box 1203 Southold, New York 11971 RE: Richard George, 3050 Fairway Drive, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43317-Z additions/alterations EN-CONSULTANTS July 6,2020 Town of Southold ,UL 10 2020 Building Department Town Hall, 53095 Main Road Southold,New York 11971 B1 j,TATNG DEM Re: 3050 Fairway Drive, Cutchogue SCTM#1000-109-5-14.16 Building Permit#43317 Dear Building Inspector Enclosed for your referenced and file is an original Suffolk County Department of Health Services final approval for the above referenced property. I hope this information shall allow you to close out and issue the Certificate of Occupancy/Compliance for the above referenced permit. Thank you in advance for your attention to this matter. Sincer y,, C�Wephhe Enc. cc: Richard George&Laura McGrath 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuttants.com environmental consulting I S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.16 Z GREEN WAY IPRE-18-1638 'P I LOT 15 } I p `♦`�9��• APPROVAL OF STORMWATER MANAGEMENT S' 89012 10 fE UTILITY 225.59' 11.0 N s r#s 12'10 E 0'o CONTROL -To n ode C t 236 BOX 3.1•N / z :50.00, cV Date: 3 l� MON. EL 9.5 EL s.2 r AM. Approve by: EL 11.5 SLG• MK. CURB -- 5T0FIE pRNEMI!� Ir~�yy DRAINAGE I S CTIONS ARE REQUIRED co SUE Contact TOS Engineering at 765-1560 before O SILT FENCE / ;t W.M. Q Backfill,OR Provide Engineer's Certification W' ' o that the drainage has been installed to Code. w aCOPOCRUE atm our t> x�r.ARrA EL 10.2 ;� �� d� / i ptE� to K� EL 10 g LOT 16 ly PROPOSED STAGM MEA % `\ `. EXISTING i \ BLUE STONE y /' `. PORCH 1100, EROSION &SEDIMENT CONTROLS M sv 0" % , / sc� T O ry Shall include but not be limited to: ° PROPo�o �$,,�� �?�,� ►� -1 A well maintained Construction Entrance, DRY I---1 E`� ®� 8Dwf6 DEEP ' L 10.2 d CO 9.9 72 ' Wire Backed Silt Fencing, stabilizationOf & Seeding of exposed and/or inactive soils, 7ypm Dmvm cwSS SECTION (CONC. PRECAST COMPONENTS) O t r I Z 11- U loo, r sa FOR NMI-MM r o r a,ra lane xwrac rrra O O of J- o S �� ISTING PORC APFOM a scT AAE nMmaw°�=AND APnro�n Ounn WE O TO BE ED ,N,4-at oau To aMoc m UK o w \ i l Rr1OM fArl+• r�crta IMP' it W EPORTION XISTING avEa'Dta><roEEP rt a o-� ` E� {{ ®�p❑❑ EL 111, �� ❑❑ O DRIVEWAY TO BE REMOVED/ 9 r t TIDAL WETUWa OOLWDARY Z i' PROPOSED i I ! i 7 As OELINEITAY 7.EN-CONSULrANTs ' �' MAY 07, 2018 DRY WELLS - I 4,DPX3'DE P p Sf�J ♦ EXISTING GARAGE TO EL ias p ♦ BE CONVERTED TO LMNG rn '� WL COLLAR Z `\ PCI?... ............... � i � BACK FILL MATERIAL To BE `✓� !Q.:: _' :-::_:..._.•... `�` � CLEAN sun AND CRAva 9 .. _-' �..` .; _ Q EL 10.3 61.2- - THE WATER SUPPLY, WELLS DRY'WELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 8.46 AND OR DATA OBTAINED FROM OTHERS �2 LP. Gas POOL EOP. �° x 0.6'sAREA: 41, 8;3.5 S-F. OR 0.96 ACRES REMSED 11-26-18 ELEVATION DATUM: NAVD88 O ®0 UNAU7HOR/Z 1IALTERA7701V OORADD171GN TO THIS SURVEY 1S A VIOLA77ON OF SEC710N 7209 OF THE NEW YORK STAT? EDUCA110N LAW. COPIES OF THIS SURVEY EL 11.8 27' K F X 42° 10» MAP,1 ONLYNOT I G THE LAND SURVEYORIS EMBOSSED SEAL SHALL NOT 70 7N POM THE FOR THE SURVEY S PREPARED AND ON H1ISBEHALFETRUE 7HE 7)7LE COMPANGOVERNME GOVERNMENTAL AGENCY AND LENDING INS717U77ONSHALL �N ' �o LISTED HE AND TO THE ASSIGNEES OF 7HE LENDING INS717U710N1, GUARANTEES ARE NOT TRANSFERABLE 7.0'S LAND N/F THE Of' S- OR DIMETVSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE CONC.1.�S OF NOT INIE7 I TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS 0.7V NORTH FORK COUNTRY CLUB AND, SU FACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON, THE PREMISES AT THE 71ME OF SURVEY SSELCTTM SURVEY OR LOT 16 CERTIFIED T0: RICHARD GEORGE; LAURA McGRATH; GEOMME FM°` DRAINAGE CALCULATIONS: MAP oF: FAIf WAY FARMS FIDELITY NATIONAL TITLE INSURANCE CO.; SUPPM vmwOR TOWN OF SOUTHOLD LOT COVERAGE aeo, Balm ON TOTAL Lor aRFa 41,6835 S.F. PROPOSED WARE AM COMM PORCH: 714 SF FILED: FEBRUARY 15, 1974 AS # 6066 EXISTING SWI MNG POOL: 621 S.F. (1)S t�x aI DEEP DRYV66- <1L1 SITUATED AT: CUTCHOGUE ROUM EXISTING HOUSE, FRONT PORCH, 88.00 25W SF I `2`°"" EMM REAR PORCH:'NIA I'1D BE DEMOLISHED) PRowosfD suNRnou Sao s Tom oF: SOUTHOLD KENNETH M -WOYCHUK LAND SURVEYING, PL, PROPOSED GARAGE AND COVERED PORCH: 714 SF. 3OD r.166- 49.8 ef< 500 MXNR[D I PROPOSED SUNROOM: 300 S.F. (2) 4•DM x 3•DEEP DRrnfus-serf PROVIDED SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r *or IOAX PROPOSED DR TOTAL: 4215 S.F. IVMY ADDMON: 1570 S.F. P.O. Box 153 Aquebogue, New York 11931 1570 x 0.166 250.8d<261 d REOLNRED PHONE (631)298-1588 FAX (631) 298-1588 (t) eDa x a• DEEP DRrwaZt- 2654 I'f101RpED FILE # 16-70 SCALE: 1"=30' DATE: JUNE 8, 2016 N.Y-1Z USC. NO. 050882 maintaining the reoor8s of Robert J. Hennow t Kenneth IL eoyohuk r i IZ GREEN WAY S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.16 #R10-18-1638 I (R I LOT 15 S 89� 12'10" E UTILITY 225.59;' 3 S AI 3 0 + ;OWN 9'12'10 E j - MON. BOX 3.1'N :50.00' N i EL 9.5 EL 8.2 II o MON. awl ? ®V 6 2019 as EL 11.5 11 CC) 5 BEDROOM STONE DRIVEWAY I! 1500 GAL S.T. EL 74 V. a'•!__ra:1 :? s_,_ (5)8'Ox6 DEEP LP l .Wyy' _-'.,�Q.:._i o C12 LP / j• G W.V EL 10.2 37' d� $ v LOT? 16 s� 35.5' L 10.3 /9',� &S Cn 52.5' c� ,.• Irl BLUE STONE :: 40' S.T. PORCH )00, o O s� m GRASS/STONE NEWAY STONE 8®� 7 �� p�$:. ':: :::' :::: i=.::o:•.ELL / �qC� hP U DRIVEWAY DRAIN EL 10.2 :•2 STY FRM::.::: ` IL 9.9 ; ;:. :::. : ..:' DWELLING_:.:.:::.: ��` m 72.5' Z :: i�:.: .. .. .:.1 3050- .:" E� leo O FFL 12.6=: '. _ Zp 1.5'W X qa'::•:...:�' 6:+. :. : ... .:::. ter. LL 50.8, :. :.�. _,?! :::... : ...:. ::::. ::% f 100• o._. . :...... ..::. :'GARAGE:'. :.. p O GATE !'i) :: ' .:: ' o.:::::. . ... :. . • . ' V . ... ":'h: ''.:::j:: .:::"::.0:: EL 1 . w. w EL 10.4 �• 1 1 1 Z v SHOWER e''.:•:-::: DRYWELL 9 TIDAL WETLAND BOUNDARY z a9 8'0x3'DEEP I 7 :AS DELINEATED BY EN-CONSULTANTS BBQ. -� MAY 07. 2018 PERGOLA �1 I :3 I ? DRYWELL\--7 8'0x4'DEEP fL 10.8 p OCG'T o ,. QP I rn �\ I Pte. Do ..•......::•:......... f CD I r� FINAL SURVEY 10-22-19 Q EL 10.3 I REVISED 11-27-18 61'2' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL .......... 1 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS POOL EQP. 228.46 AND OR DATA OBTAINED FROM OTHERS. o.6•s AREA: 41 ,68(3.5 S.F. OR 0.96 ACRES ELEVA77ON DATUM: NAVD88 x X''X'Xo » UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY EL 11,8 �l, MAP NOT BEAS RING THE LAND SURVEYOREMBOSSED SEAY.L SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPGUARANTEES INDICATED HEREON SHALL RUN MON. X �- �+ Q] 42 O ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON V LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING 1NS717U770N, GUARANTEES ARE NOT 7RANSFERABLE. CONC. POST 7.0'S LAND N/F THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 77-IE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 1.0's OF NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 0.7'W NORTH FORK COUNTRY CLUB AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 16 CERTIFIED TO: RICHARD GEORGE; LAURA McGRATH; MAP OF: FAIRWAY FARMS FIDELITY NATIONAL TITLE INSURANCE CO.; FILED: FEBRUARY 15, 1974 AS # 6066 f SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 I PHONE (831)298-1588 FAX (881) 298-1588 FILE # 16-70 SCALE: 1"-30' DATE: JUNE 8, 2016 N.Y.S LISC. NO. 050882 maintdnin6 the records of Robert L Hennessy & Kenneth hL Woychuk r FFL 12.6 Q.I.LOCKING r GREEN WAY COVER 10 GRAD 10.0 ( )FINISH GVXE S.C.T.M; NO. DISTRICT: 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.16 JPRE-18-1638 84� I �a 1/�'-FI -' �� 2 s cwEx 1�Fr. 10 � I LOT 15 DWELLINGS ®rl� I I o `�9?�0• INVERT-/ 6 e (8-2) o ! !� w/PueUs WATER 5�� �IS`�� 3 (8.66) e.4s , S 89 12'10" E UTILITY ,�® � �� ��, r 5.59 3.1•N �oN >#501.000 E N Wi � � WALL X95) MI . POO CLEAN BOX _ FOUNDATION e 3 COLLAR COARME EL 8.2 :W MON. (4.95 raNx 4 MON. EL 9. _ � '� G 3'MIN GRA PROPOSED GRADING EL 11.5 11 ELEV(10.0) _ 8F1G. BLK. CURB Ii I USE 4'DIA.APPROVED SEWER PIPE Ate, F� 1500 GAL PRECAST S.T. (4.2) % PROPOSED `N BLUE STONE DRIVE V - ,%'5 BEDROOM SANITARY SYSTEM EL 7.4• ' w HIGHEST GROUND WATER 1.2 C ' 1500 GAL S.T. 1o'0x4'oEEP Q ,_�., lcR ��. `L�TIOIeD SILT F'F110E / 4'DEEP L.P. W'M' W. SUFFOLK COUNTY Dr',baa!MI ,,, TYPICAL CLEAN OUT CONCRETE WASH DUI'AREA LP LP 00 U /$ Y• O s "T •1 IN 8m OF PROPOSED DRNEWAY. EL/ti0. i/ LP EXP `r /p LO PsRMI T FOR APPRUVAL O�' CONS t RUM i0i] FOR A. SLATE OR STOPPER END /• C EE {� r� p 7 SUITABLE COVE ST PLUG / EXP LP \ 9 LOT 16 SINGLU SFA isi.a RES1D'ENCE 0 ,L.�` PROPOSED / EL 10.3 STAGING AREA � � �� �\\ \\ EXISTING %/•' � �*1 g \\BLUE STONE /• �14� 1 \ \ PORCH ST. \ �• C) �EC 2 7 29 . i; '. !'vO• �I_^'� �� 30' ELBOW M 5� i 8'MIN ::. :•::: ::....::':u` PROPOSED S p ®t'�i �+ O QG afL T i .o -:.:':.. . .......:. 0 5 BEDROOMS �6 7 0 60' WYE C-) EL(10.5) yiy Aa$�G\A'::.::.::::.:..::� TOTAL 9C� ►{� AFFW"I F-I,I I (D i1 €T 10.2 . .....`F� L 9.9 150' � 72.5' FOR MAXIi UMI OF ��3RJt9Fn FL W z PROPOSED 1 o : : :::';:: ,Y�pG�•': :::: mcg p �r y� LL- Z) B'DIAx6• DEEP , 1 y _ ',..:::. ;... 1 ( .:: .. Fes . -. IBP�Rm�THREE°���R� FROFd1 ®ATS®�AF'�R®�IYcaL RYWELL CROSS SECTION �pQ PRECAST COMPONENTS) Q•,t. . . �0 ' TOp• O'sus FOR NON-TRAFFIC BEARINGO O Y r c ti:': :: -•:.:.: QN :::::' \ e•SW FOR TRAFFIC BEARING p :. c::••:•::. STING PORC HFAW DUTY ZAPP RNM rasr PPE CAsr IRON FRUE AND APPROVED DUVET WE g PR f j \ti moo_ as -1�• AO's\\ BE DEMOLI ED ELEV. 10.2 Am 4.Mk owfx m CRADE TO WAN�� DRY 1 a`' o \ BROWN PITCHED I/a/r OL 0.4' PrtCrtm,/ay,. PORTION OF 8'DW:3'DEFP bg ;: ::':'; Q�J�fi� 1' DY LOAM O: w E)DSITNG STONE EL 10.4 %'.*.*.'...................... : ry0 1 11 ®000 Z DRIVEWAY TO BE REMOVEDo:.:::.:''::_-:• \ '�\ i-+. 9 TIDAL WERAND BOUNDARY =� ❑❑ 1 � LOAMY BROWN�'' I 7 :AS DELINEATED BY EN-CONSULTANTS SC 1.7' p i PROPOSED i MAY 07. 2018 CLAY VACANT ::::16ry SANITARYDRY WELLS G 4'DWB c3'DEEr Z 0 PUMPEDI -150* .�1 I•-.� AND CKFILLED WITH 1--a DARK \ EXISTING GARAGE >P F:::'::. CLEAN COARSE SAND. SC \ C :: / LOCA ON AS PER BROWN 1.4' p \ TO BE CONVERTED EL 10.8 s• ij PREM S SURVEY OF 1974 LOAMY SAND p \\ TO LIVING SPACE CLAY AA yL, SID BROWN 5.5' 3' MM. �- 8' \\\ �\0 :'i,•':•_•: �f yr d'Lb) o�01Tment®f� ]Sgt S a$?:eT �� eu ('iS1)Idll» .y MSAND COUM BACK FILL MATERIAL TO BE EDIUM �-� \\/ QP .:.;:::'. ::': '•;•:.. t�, 4 y �i"�`YF i HIGHEST RGEL 1.2 P CLEAN SAND AND GRAVEL f� ��\e c®mfalmance t s g6 r3e£ � 3�n���t1�IIN sU SIR LU \G��` ..:'•`.\��Q�� .`... :...- g�\�\0 co leted form, ; rF 1�_ � MEDIUM A Q - QP EL 10.3 J�'': �® �I00 SW SAND 6.0 + 61.2' IN WATER THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL s LLJ LOCA77ONS SHOWN ARE FROM RELD OBSERVATIONS coa.46 07-16-18 AND OR DATA OBTAINED FROM OTHERS. 22 K.WOYCHUK LS + r v REVISED 11-27-18 ELEVATION DATUM: NAVD88 --j ii5 LP GAS POOL EOP to X o.ss AREA: 41,683.5 S.F. OR 0.96 ACRES ® O� VACANT UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTIONW.7209 OF THE NEW YORK STATE EDUCATION LACOPIES OF THIS SURVEY CE O!! 150' A� EL 11.8 2.7'S X S Y.EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPGUARANTEES INDICATED HEREON SHALL RUN HUNK S 1 ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION (, ( MON. 4' CNa S S LAL2, LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. I :D 61. CONC. POST 7.0'S LAND N/F THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 01 0 1.O's OF NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS 0.7'W NORTH FORK COUNTRY CLUB AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARAA17EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY CCRFEN CECiION SURVEY OF. LOT 16 CERTIFIED T0: RICHARD GEORGE; LAURA McGRATH; GED>D(M FABRIC SUPPM F0= TOWN OF SOUTHOLD LOT COVERAGE DRAINAGE CALCULATIONS: MAP OF: FAIRWAY FARMS `' FIDELITY NATIONAL TITLE INSURANCE CO.- WOOD oR� FWW DR07M BASED ON TOTAL LOT AREA 41,683.5 S.F. PROPOSED GARAGE AND COVERED PORCH: 790 S.F. FILED: FEBRUARY 15, 1974 AS # 6066 "V"M AHD EXISTING SWIMMING POOL 621 S.F. 790 S.F. x 0.166 131.14< 132Cf REQUIRED �111fD1U?tl1 (1) 8•Dw x 3' DEEP DRYWELL�133ef PROVIDED SITUATED AT:,CUTCHOGUE EXISTING HOUSE. FRONT PORCH. BILCO: 2580 S.F. O0S"CG"D EXISTING REAR PORCH: N/A (TO BE DEMOLISHED) PROPOSED SUNROOM: 300 S.F. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 3 PROPOSED GARAGE AND COVERED PORCH: 790 S.F. 300 x .166= 49.8 ef < 5of REQUIRED PROPOSED SUNROOM: 300 S.F. (2) VOIA x 3• DEEP DRYWELLS-58tf PROVIDED SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design e � PROPOSED SUNROOM: 4291 S.F. or 10.3% PROPOSED DRIVEWAY ADDRON: 1570 S.F. (1) At, 44>404 P.U. Box 153 Aquebogue, New York 11931 x 0.166- 260.6d <261 Cf REQUIRED (1) 8'DIA x 6' DEEP DRYWELL- 265cPHONE (831)298-1588 FAX (631) 298-1588 f PROVIDED FILE # 1 6-70 SCALE: 1 "=30' DATE: JUNE 8, 2016 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth IL Woyehuk l� r GREEN WAY S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.16 IZ #PRE-18-1638 LOT 15j o I ; o �a�'0. S 89�12'10" E UTILITY 225.59'1 - 1 Dw S 49.12'10 E p BOX ) 3.1•N / ? :50.00' N MON. EL 9.5 EL 8.2 :[�] MON. a EL 11.5 G• BILK. CURB cc BLUE STONE DRNEW?� I J^' ( EL 7.4W' — w cq O SILT FWCE " / W.M.CQ Q " { 00 IN CONCRETE PROPOSED SAY. EL 10.2 " �" " J i p�5, to " EL 10 PROPOSED g LOT., 16 STAGING AREA UESOE',BLTN /Cn 1� PORCH 70 ` 0' O 50 s U16col-� nRROYPog'm : ab � �• / ���O�r 7 H �� 10 1 8 OWfi LLDEEP �L 10.2 � 91 \ / 2 ash 6 s.s 72.5'� Z T 0. �c' dap O F+1 TYPICAL DRYWELL CROSS SECTION LL_ 0 �y (CONC. PRECAST COMPONENTS) Z LL_ IIII p O Y 1 r p 1 \ I 100. 8'SLM SLAB�mkrxNO�1 w am Of 0 9 '161 �s TO BE DEMOLI ED o ea ro ea�AND APPROYM vr�PIPE Lem I ItP 1 1 S�\t'o 1 py' Pna®071' = 8'D 3'DEEP a Y Of- w E�SnlTNG STONE EL�ON OF10.4 6 \ S qo/` ® �r_1❑❑ Z DRNEWAY TO BE REMOVED o ` TIDAL WETLAND BOUNDARY 0 00 9 7 AS DELINEATED BY EN-CONSULTANTS PROPOSED \i I MAY 07, 2018 \6 DRY WELLS 4'DWx3'DEEP �\ EXISTING GARAGE r p \ TO BE CONVERTED EL 10.8 O �� r0 LIVING SPACE OD MIEN. 8' MUD VELE 61.2' EL 10.3 + THE WATER SUPPLY, WELL-, DRYWELLS AND CESSPOOL ay ` LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS ` 228.46 AND OR DATA OBTAINED FROM OTHERS. LP. GAS POOL EQP. X D.6•S AREA: 41,683.5 S.F. OR 0.96 ACRES REVISED 11-26-18 ELEVA77ON DATUM: NAVD88 0b UNAU7HOR/ZED AL TERA 77ON OR ADD177ON TO THIS SURVEY/S A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7H(S SURVEY EL Z7' bE X �� w MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN MON.11 8 7.0'S 4 CHaN�NK S 51 42 LAOND ONLY N F USTEDTHEREON, AND PERSON TO THFOR �SSIGNEESUOFE7HE LENDY IS ING ED INS777U770NAND ONHGUARAN ES ARE NOT 7RANSFERABLE.IS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LEND/NG INS71TU710N CONIC. POST THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE 1.0's OF NOT INTENDED TO MONUMENT 7HE PROPERTY ONES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS 0.7'W NORTH FORK COUNTRY CLUB AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY Tmc&SILT SU EIN SE00N SURVEY OR LOT 16 , ' I CERTIFIED T0: RICHARD GEORGE; LAURA McGRATH; GEOTEITIM FAB= suppm TOWN OF SOUTHOLD LOT COVERAGE DRAINAGE CALCULATIONS: MAP OF: FAIRWAY FARMS FIDELITY NATIONAL TITLE INSURANCE CO.; az�w , FLOW I»aN BASED ON TOTAL LOT AREA 41,683.5 S.F. PROPOSED GARAGE AND COVERED PORCH. 714 S.F. FlLED: FEBRUARY 15, 1974 AS # 6066 714 S.F. x 0.166= 118.52< 119cf REQUIRED BAa�m EXISTING SWIMMING ONT P621 S.F. (1) 8'DIA x 3' DEEP DRYWELL-133cf PROVIDED SITUATED AT"CUTCHOGUE EXISTING HOUSE, FRONT PORCH, BILCO: 2580 S.F. °0S"N6 t0 EXISTING REAR PORCH:UND 'N/A (TO BE DEMOLISHED) PROPOSED SUNROOM• 300 S.F. TOWN OR SO;UTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC PROPOSED GARAGE AND COVERED PORCH: 714 S.F 300 x .166= 49.8 of< 500 REQUIRED PROPOSED SUNROOM: 300 S.F. (2) 4'DIA x 3' DEEP 1DRY*nLS-581 PROVIDED SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r�.. TOTAL 4215 S.F. or 10.1XPROPOSED DRI"AY ADDRON: 1570 S.F. I 4„1P.O. Hos 153 Aquebogue, New York 11931 1570 x 0.166— 260.60<261 0 REQUIRED (1) 6'DIA x 6' DEEP DRYWELL— 265cf PROVIDED FILE # 16-70 scALE: 1"=30' DATt: JUNE 8, 2016 PHONE (631)298-1588 FAX (631 298-1588 ! M Y.S LISC. NO. 050882 maintaining the records or Robert J. Hennessy k Kenneth IL 1loyebuk GREEN WAY S.C.T.M. NO. DISTRICT. 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.16 I Iz #1110-18-1638 LOT 15 S 8 9-12 I� p , N o 90 " 41210 E UTILITY 225.59i t'R r cLb Sf� v�i; v MON. BOX 3.i'N :50.00' N �il�I�h idd++ '- '- .k3�`+s;:+L,c,'4°l 1111�3P�PCS ®B3 EL 9.5 EL 8.2 z r, APr - a w MON. p�p� ;:t.::.�..• ���I���� 1 EL 11.5 11 w W ®��eU� Sgt C�6lq. �-® r+sn.: C � 5 BEDROOM STONE DR ryEWAY / c� 48 1 g,�a4 4hia YOCaW"'avt t 1500 GAL S.T. EL 7.4W" �! a age dIS BI and wafer Supply C� (5)8'0x6'DEEP LP Of OQ�1QP a�er9P.ie5 8re13 d0ilr,c#QO C / M. bQ 90 a1 ftbcwy�® ¢�t� BEDROOMS, C\2 LP �r �. cE W. - , EL 10.2 37 d00 LU c_0 L0 / ' s� ' 9' LOT,I 16 10.3 j Craig Knepper, P PE., Chief 52.535.5 BE STONE - ffI } S.T. 9Cp LUPORCH ..:::::: // J00, il 3DRYWELL 0 ® �ie ® St S m GRASS/STONE STONE 8'0x4'DEEP "::: :: ::: : :' � o t DRIVEWAY DRIVEWAY �_ Aa$:::4.: : .. ..:..:.. / i ;f- C) 7 H� DRAIN ;•:..•:::'.: / ? ® EL 10.2 ; 2 STY FRM:�:-*--."•::•:-. "' IL 9.9 � . .... ::.:DWEWNG=:.:. .:.':: 72.5' U1 :.. ::.. '•-:•::.x{3050;: ::•:• Z ::. r'; .::: .::::' ::;:FFL ':: 0 foo 00 1.5V M".l 6.. :. . .. U Z ...:... LL_ 50.8' •: . 1001 , �+ Z Q O GATE `'i•::.:.::::::: ':::'::' '.::. ::::::':.:::.::' .:::::: : :: .::::4 o:-•.::: ::::::.. ... .. . ...... :.• :o: yy 6 ::-5' �:. ..::::: EL 1 . w EL 10.4s'c:.:: v SHOWER ate;,. DRYWELL 9 TIDAL WETLAND BOUNDARY z 8'0x3'DEEP I 7AS DELINEATED BY EN-CONSULTANTS BBQ i- MAY 07. 2018 PERGOLA I I �t Iz DRYWELL 8'0x4'DEEP EL 10.8 O co '12j eP I........... E4Q�LU\V � f : � °°z ' .. > . ' ': D), : M 1 0 ............ :': 'Gogo°:'::`; �\Go JUL � � 2�2� FINAL SURVEY 10-22-19 REVISED 11-27-18 61.2' EL 10.3 1 J BIJH111Il G DEPT.. 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL POOL EQP. ` �.46' :-T'�'�3OLD LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ® ' 0.6S AREA: 41 ,683.5 S.F. OR 0.96 ACRES ELEVA77ON DATUM: NAVD88 x 'X'Xo » UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY 1S A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY EL 11.8 X 1 O \, MAP NOT BEARING 7HS Y.E LAND SURVEYOREMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPGUARANTEES INDICATED HEREON SHALL RUN MON. X i 1 42 1 ONLY TO 7HEI PERSON FOR WHOM THE SURLY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. CONC. POST 7.o'S LAND N/F THE OFFSETS 1OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIT7C PURPOSE AND USE THEREFORE THEY ARE 1.0's OF NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 07'W NORTH FORK COUNTRY CLUB AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF.- LOT 16 CERTIFIED TO: RICHARD GEORGE; LAURA MCGRATH; RE El ED MAP OF: FAIRWAY FARMS FIDELITY NATIONAL TITLE INSURANCE CO.; FILED: FEBRUARY 15, 1974 AS # 6066 3 2019 SITUATED AT: Gi,UTCHOGUE DEC@� TOWN OF: S06THOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFF.CO.HEALTH SERVICES SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design OFFBF4--.4 P.O. Bos 153 Aquebogue, New York 11931 „ , €I+" PHONE (631)298-1388 FAX (631) 298-1588 FILE # 16-70 SCALE: 1 =30 DATE: JUNE 8, 2016 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kwnnath IL Roychuk i �� 1 Generated by REScheck-Web S®ftw'are f I nNt Compliance Certificate Project Fariway Dr revised Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type. Addition Climate Zone- 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Alabama Alabama compliance- 4.2%Better Than Code Maximum UA: 263 Your UA. 252 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Areta Cavity Cont. Assembly or U-Factor UA e ter Ceiling: Flat Ceiling or Scissor Truss 533 38.0 0.0 0.030 16 Ceiling: Flat Ceiling or Scissor Truss 263 31.0 0.0 0.034 9 Ceiling: Cathedral Ceiling (no attic) 900 31.0 0.0 0.033 30 Wall:Wood Frame, 16" D.C. 1,240 19.0 0.0 0.060 46 Window: Wood Frame 466 0.300 140 SHGC: 0.31 Crawl: Solid Concrete or Masonry 200 0.0 11.0 0.073 11 Wall height: 4.0' Depth below grade. 3.0' Insulation depth: 3.0' 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 desi d t eet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requi e s I REScheck Inspection Checklist. a"� I Name-Title Si ture Date RED ARC yip. AZ * I � i 03242 OQ� Project Titl . Fw vised Report date: 01/02/19 Data filename: Page 1 of 9 REScheck Software Version v REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user In the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section-" dans Uerif ted Fieid Vero iec9" #- �'re-inspecitiocilF�lan"iteu'ti va omplles. Comments/Asseirvs�tia�ns 103.1, ,Construction drawings and ❑Complies "''`%; ,. ;`,;; "ay-::rte;' `'rF`'�'j.`•�,6 e,w�,;.,�>Y�/ e 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the i buildingenvelope.Thermal s,- ii % -=-4 :-: :'" ❑Not Observable s [envelope represented on " ;* ❑NotApplicable E ;construction documents. 'R ' ,❑Com lies 103.1, !Construction drawings and >Y 5 ;f �; _-<';' ;,,'..; ' 'er,. p ' ",� ` ' [ 103.2, documentation demonstrate ❑Does Not E 403.7 [energy code compliance for Y '.r'. :fid:s iY✓-' f ,5 g'*%,;. [PR3]1 ;lighting and mechanical systems. „ Vin'> % ' "°: - ❑Not Observable ; "'' '"' ❑Not Applicable .Systems serving multiple �^ �. �;�, ;,�F F %� ,�%" � ;�4�,,�;,5�; [ dwelling units must demonstrate :compliance with the IECC Commercial Provisions. 3021 ;. .:,Heating and cooling equipment is; Heating. Heating:y ;❑Complies 40.33,"- ' 'asized perACCA Manual S based Btu/hr Btu/hr : ❑Does Not on loads calculated per ACCA I i ;Manual J or other methods Cooling: i Cooling: r❑Not Observable i ; Btu/hr ; Btu/hr E❑Not Applicable approved by the code official. t 3 t ! E 1 7 ! f i t S Additional Comments/Assumptions: 1 I High Impact(Tier 1) '.- ;:Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Fariway Dr revised Report date: 01/02/19 Data filename: Page 2 of 9 anr;Vei164d-,',.-011614 .#.:. Fisiitidat'ra»:,inspectfon N. V eq 402.2-11 ;Unvented crawl space wall R- R- :E]Complies :See the Envelope Assemblies [F07]1 !insulation R-value. :table for values R- R- PDoes Not 'E]Not Observable []Not Applicable N"M 303.2 11LInvented crawl space wall OComplies W, (F0811 !insulation installed per ' L]Does Not !manufacturer's instructions. E]Not Observable M N, ........ ONot Applicable ElComplies 402.2.11 ; Wrivented crawl space continuous M, 60 [F09]1 !vapor retarder installed over ODoes Not !exposed earth,joints overlapped E]Not Observable ,by 6 in. and sealed, extending at ;least 6 in. up and attached to the E]Not Applicable lno'm iwall. 'm ✓"no 402.2. in. 11 iUrivented crawl space wall in. E]Complies :See the Envelope Assemblies [FO10]1 !insulation depth of burial or :E]Does Not :table for values. :distance from top of wall. ONot Observable I :E]Not Applicable 363li" A protective covering is installed LIComplies rq 'I -'_``Ito protect exposed extea Eboes Not insulation and extends a �a- E W, E]Not Observable rade. minimum of 6 in. below g §MV, E]Not Applicable' Snow-and ice OComplies -melting system M, '!'�"controls installed. ❑UL)eh IMUL —INat Observable X11 cable Additional Comments/Assumptions: 1 High impact(Tier 1) medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Fariway Dr revised Report date: 01/02/19 Data filename: Page 3 of 9 ` 402.1.1, [Glazing U-factor(area-weighted U- 1 U- :E:]Compiies :See the Envelope Assemblies 402.3.1, :average). :table for values. :E]Does Not UNot Observable 402.5 303.1.3 U-factors of fenestration products ElComplies E]Does Not (FR411 lare determined in accordance �with the NFRC test procedure or E]Not Observable Itaken from the default table. 4024.11 Air barrier and thermal barrier OComplies [FR2311 hnstalled per manufacturers E]Does Not instructions 00 EINot Observable E]Not Applicable 402.4.3 Fenestration that is not site built ElComplies [FR20]1 ;is listed and labeled as meeting E]Does Not AAMA/WDMA/CSA 101/13 2/A440 ;or has infiltration rates per NI-M, EJNot Applicable 1400 that do not exceed code limits. % 2-%4�5 IC-rated recessed lighting fixtures F 111_�, sealed at housing/interior finish Does Not and labeled to indicate :52.0 cfm '��T EINot Observable leakage at 75 Pa. Dt Applicable Complies 403.3.1 Supply and return ducts in attics Is [FR12]1 hnsulated >= R-8 where duct' '4_E]Does Not �ad >= 3 inches in diameter and >= IR-6 where < 3 inches. Supply and 'EINot Applicable of return ducts in other portions :the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. 4 b 3.-3'.,5 avities are not used as ]b 1,ducts or plenu MS. 3 Not E]Not Observable KJNot Applicable HVAC p above 105 QF or chilled fluids :E:]Does Not below 55 QF are insulated to �!R- 1EINot Observable 13. :E]Not Applicable 403.4.1 :Protection of insulation on HVAC [FR24'11 !piping. E]Does Not able ,,.-?IE]Not Applicable ElComplies ,40,3.,--5.3_-,Hot water pipes are insulated to R- 1 R- :E:]Not Observable :E]Not Applicable ElComplies Automatic or gravity dampers are linstalled on all outdoor air E]Does Not intakes and exhausts. E]Not Observable EINot Applicable AddNtimnaKCommmments/Assummptimns: 111 High impact (Tier 1) [�z]Medium impact(Tier 2) act(Tier 3) Project Title: FahvvnyDrrevised Report date: 01/02/I9 Data filename: Page 4of 9 1 High Impact (Tier 1) ,2._> Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fariway Dr revised Report date: 01/02/19 Data filename: Page 5 of 9 ` q. 1,4 �03.1, All installed insulation is labeled or the installed R-values provided. E]Not Observable E]Not Applicable 402.1.1, Vall insulation R-value. If this is a R- 1 R- �L-Xomplies I See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the L1 E] Wood :E]Does Not ;table for values 402.2.6 :wall insulation on the wall Wood i i I El Mass mass :E:]Not Observable [IN311 lexterior,the exterior insulation ;requirement applies (FRI Steel 1 E] Steel :EJNot Applicable ElComplies [IN411 :manufacturer's instructions. 'X�"'N". E]Does Not E]Not Observable E]Not Applicable AdditionsXCmmmmments/Assummptions: ' 11 High impact(Tier 1) Medium impact(Tier 2) Low I m pa ct(::F:ie::r=3) Project Title: FnhwayDrrevised Report date: 01/02/19 Data filename: Page hof 9 ` ` � � � � ^ � ^ ` � ' � � - � � � ^ � ' ~ � 402*.1.1, :Ceiling insulation R-value. 1 R- R- IE]Complies :See the Envelope Assemblies 402.2.1, 1 El Wood E] Wood :E:]Does Not ;table for values 402.2.2, El Steel E] Steel 1,E]Not Observable :1 402.2.6 303.1.1.1, :Ceiling insulation installed per ISO ElComplies 303.2 !manufacturer's instructions E]Does Not [F1211 :Blown insulation marked every EINot Observable 1300 ft2. ONot Applicable gm 46ij.4`;".""Vented attics with air permeable ElComplies 00 "linsulation include ba MEJ ffle adjacent Not Ito soffit and eave vents that _EINot Observable extends over insulation. EINot Applicable 402.2.4 IAttic access hatch and door R- 1 R- QComplies [F1311 :insulation �R-value of the :E]Does Not !adjacent assembly. :E]Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <�5 ACH 50 ACH 50 ]LIComplies [F[17]1 :ach in Climate Zones 1-2, and PDoes Not <=3 ach in Climate Zones 3-8. :E]Not Applicable 403.3.4 Duct tightness test result of< 4 cfm/100 i cfm/100 ;,E]Complies [F1411 lcfm/100 ft2 across the system or ft2 :E]Does Not ;<=3 cfm/100 ft2 without air ,!handler @ 25 Pa. For rough-in ;E]Not Observable 1 :E]Not Applicable !tests,verification may need to �occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 IE]Complies [F127]1 !determine air leakage with ft2 ft2 QDoes Not :either: Rough-in test: Total :pressure differential of 0.1 inch :E]Not Applicable 1w.g. across the system including �the manufacturer's air handler enclosure if installed at time of itest. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch ;w.g across the entire system ;including the manufacturer's air handler enclosure. 403.32.1 'Air handler leakage designated VK Pik Complies :by manufacturer at<=2%of 9 [F12411 Does Not I design air flow. EINot Observable ONot Applicable d,Programmable thermostats 'gfiADComplies , heating and cooling syste !ms and EINot Observable initially set by manufaicturer to EINot Applicable code specific Heat pump thermostat installed omp es on heat pumps. []Does Not E]Not Observable Cir ulating service hot water � (F,111]2�', ',,"Jsystems have automatic or E]Does Not accessible manual controls. ot E]N Observable EINot Applicable 11 IHigh Impact(Tier 1) ipact(Tier 2) Low impact(Tier 3) Project Title: RahwayDrrevised Report date: 01/02/10 Oatafi|enanne: Page of 0 � � -Section. : ..;,., (Pllans•lletiflbed : ,.>Fie d Vistifl!eci ... #` �inaCinsgseclEion;�ravisions �menpiies? Corr�eneratslAssunagiti®ns ; r ` . 403.&w1 All mechanical ventilation system ❑Complies jFI25j. ,fans not part of tested and listed ❑Does Not ;HVAC equipment meet efficacy ;,-=t" > : �°1;; ; %-'. `' " •,, ' ""'''% ".9 ❑Not Observable { and airflow limits. tiY..f El Not Applicable ; 'Hot w w N,:; i ;r-,;';.`'❑C m lies 4(?3;? o iter boilers supplying heat ,; ,:= .'-";; ;' a,. ,;r, ,a, o p [P1262' ,through one-or two-pipe heating Y' y= '` n- =" "" '°' '`r ' ".; ❑Does Not ' systems have outdoor setback control to lower boiler waterN. r '' " ;� ': :; " 3❑Not Observable ' . ❑Not Applicable P item erature based on outdoor PP temperature. �.:✓n`ir„ '�-�f:,<.,. '';' rt=;�r;�� s 403:5;L1<. ;Heated water circulation systems - %;j❑Complies ; rt".� ..: .sir rs; �� �''s, Mr"z' ✓s:w$x.i'; 's,e s jftB]2 .." have a circulation pump The , ; a %'" „`'';/'- F;' ❑Does Not Is stem return pipe is a dedicated -" -a, A 'r° �;✓ :"` s "';❑Not Observable , return pipe or a cold water supply . . , a pipe Gravity and thermos- [rr ';° ,-'<;%` ,,.r">; V �s- ❑Not Applicable syphon circulation systems are not resent. Controls for ,;� ;- ;. gs; :,-,r ' ✓:- ;.,r:,; "',i,, ,circulating hot water system ✓" r ,-w✓ �r' , ' , >>`, ;>' ;pumps start the pump with signal - ,a. .s�.,. y�v;:;�; ,;i`;;>;,'%;,s�,-;r�;.'�; , r: .'for hot water demand within the .:,occupancy. Controls :automatically turn off the pump when water is in circulation loo I is at set-point temperature and �no demand for hot water exists. ,, ; »w✓ .Y'>, r,A-Y❑Com Iles 4(13:5;1.2 ;Electric heat trace systems ;'wl = ; .f4n > ;-=i p with IEEE 515 1 or UL }� ❑ ' Does Not 515. Controls automaticallyF ❑Not Observable { adjust the energy input to the :f° �;"F ,,f% ;heat tracing to maintain the ❑Not Applicable , desired water temperature in the ""; „°"% --'e-''.ia�f 'i ''",. bx✓ moi. .y6":;'„' �'✓�.. :,�, £. F,"<.<Ff.ani/,:: '(,�:,''r� { piping. Water distributions stems that 0 Y %s ""; r� ✓%a ; ° ❑Complies .Yµµ;",�. 'v.0 as s ,' .: .r"d,'rti j 130]2 - have recirculation pumps that ""':h `;°, =" -" ''3`= , ❑Does Not = um water from a heated water ° '> ;' a; '-. -'' r r sr'-' pump ' ^' '>; ' "a ❑Not Observable ' supply pipe back to the heated 1 s' ;; ,.rr.,: `.r: ❑Not Applicable .;water source through a cold r...'<r :�°'„. f , ^ ;fi;,. -„,;fix' ,,;� s "j�' s�✓�s'�:,✓N`:%/''i<y>.,,i { •water supply i e have a :✓;demand recirculation water #system. Pumps have controls that manage operation of the 'pump and limit the temperature Iof the water entering the cold, ,�, g,water piping to 104°F. q y` 4f335:4>.. Drain water heat recoveryunits -h ; - ” "n %' ,a, s; 3 ✓ g, ....,`;y�❑Com lies Eta] z 'tested in accordance with CSA ❑Does Not �B55.1. Potable water-side y:.r,".�:�,✓;,, ,,a ;pressure loss of drain water heat %' 'i'i`yam' ` " -" % ° 5.... . �Sectron z Y:r Pf�n vee�ifietl Field\ter�fied, - # Finai le�spection IPravisio s. Coitnplies?' Cbrri'me tS%•�4ssump ®n"s;.: &iteq;l[t Value: Value Compliance certificate posted. r i x ❑ComP-lies�! S I 1 2015 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 31.00 Ductwork (unconditioned spaces): Window 0.30 0.31 Door aftoyy Heating System: Cooling System: Water Heater: l' F� Y 51 ' `^ `" Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate Project Fariway Dr Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Alabama Alabama Compliance. 4.4%Better Than Code Maximum UA. 181 Your UA- 173 Maximum SHGC. 0.40 Your SHGC- 0.31 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. Envela ee Assembli s Gros.&,Area cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 315 38.0 0.0 0.030 9 Ceiling: Flat Ceiling or Scissor Truss 263 31.0 0.0 0.034 9 Ceiling: Cathedral Ceiling (no attic) 460 31.0 0.0 0.033 15 Wall:Wood Frame, 16" D.C. 941 19.0 0.0 0.060 38 Window: Wood Frame 304 0.300 91 SHGC: 0.31 Crawl: Solid Concrete or Masonry 200 0.0 11.0 0.073 11 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' 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 bee designed mee the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require �s d ' Fje� heck Inspection C}�ecklist.'I // -/// Name-Title Signature Date Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID- 103.1, !Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR1]1 j energy code compliance for the l building envelope.Thermal IE]Not Observable ; ;envelope represented on ❑Not Applicable j !construction documents. } 103.1, Construction drawings and ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.71 ;energy code compliance for IDNot Observable [PR3] lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC (Commercial Provisions. Heating and cooling equipment is; Heating: Heating: I❑Complies 403.7 ;sized per ACCA Manual S based ; Btu/hr Btu/hr T❑Does Not [PR2]2on loads calculated per ACCA ; Cooling: Cooling: UNot Observable `I Manual J or other methods Btu/hr ; Btu/hr approved by the code official. ,❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 2 of 9 Section Plans Verified Field'Verified #, Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.2.11 ;Unvented crawl space wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO7]1 insulation R-value. R_ R_ ❑Does Not table for values. U ;❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall ❑Complies [FO8]1 !insulation installed per ❑Does Not ;manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 'Unvented crawl space continuous '❑Complies [FO9]1 !vapor retarder installed over !❑Does Not !exposed earth,joints overlapped U ;by 6 in. and sealed,extending at j❑Not Observable :least 6 in. up and attached to the ❑Not Applicable ;wall. 402.2.11 ;Unvented crawl space wall in. in. ;❑Complies ;See the Envelope Assemblies F01011 ;insulation depth of burial or ;❑Does Not ;table for values distance from top of wall. i ❑Not Observable ❑Not Applicable 303.2.1 !A protective covering is installed ❑Complies [FO11]2 'Ito protect exposed exterior ❑Does Not :insulation and extends a minimum of 6 in. below grade.,:minimum Observable ❑Not Applicable 403.9 !Snow-and ice-melting system ❑Complies [FO12]2 ,i controls installed. ❑Does Not iE]Not Observable #❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-in,Inspection Value Value Complies? Comments/Assumptions &'Req.ID 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ltable for values. 402.3.3, 402.5 ; ;❑Not Observable [FR2]1 ;❑Not Applicable i 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or V ;taken from the default table. '❑Not Observable I ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's 1❑Does Not instructions. ]EINot Observable ❑Not Applicable 1 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not 1AAMA/WDMA/CSA 101/I.S.2/A440 J 1 or has infiltration rates per NFRC ]❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 1 402.4.5 ;IC-rated recessed lighting fixtures " - ❑Complies [FR16]z !sealed at housing/interior finish ;❑Does Not land labeled to indicate s2.0 cfm ;;leakage at 75 Pa. ]❑Not Observable ; ❑Not Applicable 403.3.1 !supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable 'return ducts in other portions of {❑Not Applicable !the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 1 403.3:5 Building cavities are not used as ❑Complies [FR15]3 I ducts or plenums. ❑Does Not t� ❑Not Observable ❑Not Applicable 403.4 'HVAC piping conveying fluids I R- ; R- ;❑Complies [FR17,]2 ,',above 105°F or chilled fluids 1 T Does Not below 55°F are insulated to >_R- 1 1 ;❑ 3 Not Observable ; 1 ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ❑Complies [FR24]1 1 piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to I R- ; R- ;❑Complies [FR18]2 I>_R-3. j❑Does Not U ; ;❑Not Observable ;❑Not Applicable 403:6 'Automatic or gravity dampers are •, ❑Complies ❑Does Not [FR19]2 'installed on all outdoor air 1 1 intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 ` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 4 of 9 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 5 of 9 ' Section � - Plans Verified -Field Verified # Insulation Inspection Complies? Comments/Assumptions .& Req.ID Value Value 303.1" ;All installed insulation is labeled ;❑Complies [IN13F? Aor the installed R-values ❑Does Not j provided. l ' ?❑Not Observable ( ]DNot Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/i of the ❑ Wood i❑ Wood ;❑Does Not I table for values. 402.2.6 (wall insulation on the wall [IN3)1 ;exterior,the exterior insulation ❑ Mass E] Mass t❑Not Observable 4 :requirement applies (FR10). ❑ Steel i❑ Steel !❑Not Applicable 1 ; 1 l i i i 1 1 I i 303.2 ;Wall insulation is installed per " j❑Complies [IN4]1 manufacturer's instructions. IE]Does Not i ❑Not Observable ' ( i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 - Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 6 of 9 Section Plans Verified Field-Verified # Final Inspection Provisions - Value Value Complies? Comments/Assumptions & Req:ID 402.1.1, ;Ceiling insulation R-value. 1 R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, table❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 1❑ Steel ❑ Steel 402.2.6 ;❑Not Observable 1 ; [Fill' ;❑Not Applicable 1 303.1.1.1, 'Ceiling insulation installed per j❑Complies 303.2 �manufacturer's instructions. i '❑Does Not [FI2]1 ;Blown insulation marked every I 300 ft2. f ,❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ! ;❑Complies ; [F122]2 :insulation include baffle adjacent '❑Does Not :to soffit and eave vents that l ,extends over insulation. .- ;❑Not Observable I ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 insulation >_R-value of the ;❑Does Not adjacent assembly. ; ,❑Not Observable ❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 'ach in Climate Zones 1-2,and I 1 ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 :cfm/100 ft2 across the system or ft2 ft2 !❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in UNot Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100cfm/100 ;❑Complies [F127]1 !determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a j I❑Not Observable `pressure differential of 0.1 inch 1 ;❑Not Applicable lw.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch I ;w.g. across the entire system including the manufacturer's air handler enclosure. 1 ; 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ;' E❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and i "initially set by manufacturer to ❑Not Observable , code specifications. ;❑Not Applicable 403.1.2 ;Heat pump thermostat installed t '❑Complies [FI10]? on heat pumps. I❑Does Not ❑Not Observable } �❑Not Applicable 4 5:1 'I Circulating service hot water i❑Complies ,; ?❑Does Not [FI11]2 systems have automatic or ' 1 .accessible manual controls. # • , ; • - `. - �,❑Not Observable i❑Not Applicable 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 7 of 9 Section Plans,Verified Field Verified # Final Inspection Provisions Value Value Complies? i Comments/Assumptions & Req.ID 403.6:1 j:All mechanical ventilation system ❑Complies ; [FI25]2 ":!fans not part of tested and listed - �❑Does Not i;HVAC equipment meet efficacy j and air flow limits. I❑Not Observable ❑Not Applicable 403.27' ";Hot water boilers supplying heat • i❑Complies TF126]2 i�through one-or two-pipe heating "❑Does Not systems have outdoor setback ;control to lower boiler water } �❑Not Observable ; ,.;temperature based on outdoor i j❑Not Applicable j temperature. j 403'.5.1.1 i Heated water circulation systems f '❑Complies [FI28]2 ;have a circulation pump.The }❑Does Not `jsystem return pipe is a dedicated ° f return pipe or a cold water supply, j❑Not Observable ; :pipe. Gravity and thermos- i❑Not Applicable a syphon circulation systems are not present. Controls for circulating hot water system „pumps start the pump with signal for hot water demand within the :;occupancy. Controls ':automatically turn off the pump f ;when water is in circulation loop q ;is at set-point temperature and }° no demand for hot water exists. ¢ 403:5.1.2.; Electric heat trace systems 1❑Complies ' [FI29p :comply with IEEE 515.1 or UL ;❑Does Not J515. Controls automatically adjust the energy input to the JE]Not Observable I heat tracing to maintain the - ❑Not Applicable desired water temperature in the piping. 403.5.2 .Water distribution systems that Roes omplies [F13.0]2 have recirculation pumps that Not pump water from a heated water } supply pipe back to the heated Not Observable ; ;water source through a cold ;i❑Not Applicable ;water supply pipe have a demand recirculation water !system. Pumps have controls ;that manage operation of the pump and limit the temperature ; of the water entering the cold 3 I -';water piping to 1049F. 403.5.4 I Drain water heat recovery units ;❑Complies [FI31]2`• Itested in accordance with CSA ❑Does Not "B55.1. Potable water-side i'pressure loss of drain water heat i❑Not Observable ; 1 recovery units < 3 psi for ❑Not Applicable individual units connected to one, or two showers. Potable water- ; ,I side pressure loss of drain water • ` heat recovery units < 2 psi for individual units connected to I three or more showers. i 404.1 175%of lamps in permanent i❑Complies [F16]1 (fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. °.i❑Not Observable Does light;9 t apply to low-voltage w ![:]Not Applicable 404.1.1 `;Fuel gas lighting systems have 1❑Complies [F123]3 :no continuous pilot light. I ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401:3"- Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 ;I mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fariway Dr Report date: 11/14/18 Data filename: Page 9 of 9 2015 IECC Energy Efficiency ti is Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 31.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGO Window 0.30 0.31 Door Heating &Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments i ARCHITECT: 7 2 -100 ,.� � - J � .................. -------'------- Jee Won Kim Architect 529 W 20TH STREET,6TH FLOOR T-O, NEW YORK,NY 10011 EXIT- tel.tel.917.349.6694 PAT10 2'-7„ 4,-5„ Jee Won Kim, R.A. EXIST.WOOD DECK&STEP N.Y.027624 _x 6X6 WOOD POST ON SIMPSON STRONG TIE E,N NYC DOB APPROVAL STAMP c _ I a { / 6X6 POST STANDOFF BASE SECURED W/ THREADED ROD&CAST IN PLACE INTO GRILL / (2)2X10 TOP HEADER BEAMS SECURE TO WOOD POST I� ExIST. _ I I — — — — —EXIST.Cy — — / —PATIO — — / / xis2X8 WOOD RAFTERS @ 16"O.C. x m lu - - lS, rj EXIST.OUTDOOR GRILL COUNTER A ' I II S / MEP ENGINEER: 0 EXIST. I TO EXI T.DEN - - - - - - - -- - / KITCHE T NOTE: NORTH SHADED AREA INDICATES / NO WORK AREA. N (Y] K'TN� KEY PLAN 2 ENLARGED PATIO PLAN STRUCTURAL ENGINEER: �00 SCALE: 1/8"= l'-0" A-100 SCALE: 1/2"= T-0" ----- -- REV: ISSUE: DATE: FOR OWNER'S REVIEW 8 / 24 / 20 2X8 MORTISED RAFTERS @ 16"O.C. — — (2)2X10 TOP HEADER BEAMS 6X6 WOOD POST ON SIMPSON STRONG TIE 2X8 MORTISED RAFTERS @ 16"O.C. (2)2X10 TOP HEADER BEAMS SECURED TO WOOD POST 6X6 WOOD POST ON SIMPSON --- - - - STRONG TIE PROJECT: - — --- ---- - ----- -- ----- W w EXIST.HOUSE -- -- -- ---- ----- -- -- - - w--- - W -- 3050 FAIRWAY - - - - m - --- - - - ---- - - - - -- ---- w U_ --- -- - >_'N o --- --- - - ---- _ - - �NRESIDENCE 6X6 POST STANDOFF BASE SECURED = � � o W/THREADED ROD&CAST IN PLACE - - --- __--__-__—_ o CO o c- o ---___ 3050 FAIRWAY ----------- INTO GRILL COUNTER , r p -- --- - /o EXIST.OUTDOOR GRILL COUNTER BUILDING OWNER: ! L ' ? ' / - EXIST.OUTDOOR WOOD DECK&STEP L EXIST.OUTDOOR WOOD DECK&STEP DRAWING EXIST.OUTDOOR GRILL COUNTER PROPOSED PATIO PLAN & 3 PATIO WEST ELEVATION 4 PATIO NORTH ELEVATION ELEVATIONS �OO SCALE: 1/2"= l'-0" A-100 SCALE: 1/2"= l'-0" SEAL & SIGNATURE DATE: 5/9/2019 PROJECT No: 1902 0/v DRAWN DRAWN BY: BM CHECK BY: JWK y DWG No: f-p -100.00 0 27(b F t'j .`'l SHEET No: 01 OF 01 JEE WON KIM, R.A. ABBREVIATIONS ALL R.O.'S TO BE VERIFIED PRIOR ► ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. TO CONSTRUCTION HARDWARE SCHEDULE - BALDWIN @ AT MIN MINIMUM ACOUST. ACOUSTICAL MISC. MISCELLANEOUS O QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) REMARKS PASSAGE SET ADAM C. VOLOSIK ARCHITECT A.D. AREA DRAIN MTD. MOUNTED 528 South Harbor Road ADJUS. ADJUSTABLE MTL. METAL A 3 DOUBLE HUNG TW30410 3'-1 5/8"x5'-0 7/8" QUAN DESCRIPTION Southold,NY 11971 A.F.F. ABOVE FINISHED FLOOR # MATERIAL KNOB 5025.055 631.806.2537 ALUM. ALUMINUM N.A. NUMBER Al 16 DOUBLE HUNG w/TRANSOM TW30410 w/TWT3010 T-1 5/8"x5'-0 7/8"w/T-15/8"x 1'-0"TRANSOM 1 ROSE 5002.055 APPROX. APPROXIMATE N.I.C. NOT APPLICABLE LATCH 055 4' APPROVED AS NOTED ARCH. ARCHITECT,ARCHITECTURAL NO. NOT IN CONTRACT Bt 4 INSWING FRENCH DR w/TRANSOM FWH50611 w/ FWT5011 -11 1/4"x6'-10 318"W/4'-11 114"Xt'013116" TRAN. HINGE 4X4X411040.055 BLDG. BUILDING N.T.S. NUMBER DATE: B.P. ELK. BLOCK O.C. NOT TO SCALE C 2 INSWING FRENCH DR FWH29611 2'-8 1/8"x6'-10 3/8" PRIVACY SET FEE \ : BY: ! BLKG. BLOCKING O.D. ON CENTER NOTIFY BUILDING DEPARTME AT BM. BEAM O.H. OUTSIDE DIAMETER C1 1 INSWING FRENCH DR w/TRANSOM FWH29611 W/FWT2911 2'-8 1/8"x6'-10 3/8" W/2'-8 1/8"X1'-013/16"TRAN QUAN DESCRIPTION 765-1802 8 AM TO 4 PM FOR THE BOT. BOTTOM OPP. OPPOSITE HAND KNOB 5025.055 FOLLOWING INSPECTIONS: B.P. BUILDING PAPER PERIM. OPPOSITE D 1 DOUBLE HUNG TW?410 GC TO VERIFY WIDTH IN THE FIELD ROSE 5002.055 1. FOUNDATION - TWO REQUIRED LATCH 5510.055 FOR POURED CONCRETE BSMT. BASEMENT PERP. PERIMETER 1 G 1 DOUBLE HUNG TRANSOM TWT3010 3'-1 5/8"x V-0" HINGE 4X4 1040.055 2. ROUGH - FRAMING & PLUMBING B'TWN. BETWEEN PG. PERPENDICULAR MORTISE BOLT 0418 3. INSULATION � 4. FINAL - CONSTRUCTION M CL CENTERLINE PL. PAGE H 6 AWNING AW31 2'-11 15116"x 2'-4 318" TURN PIECE 675.055 CAB. CABINET PLUMB. PLATE EMERGENCY RELEASE 0407.055 UST BE COMPLETE FOR C.O. CER. CERAMIC PLYWD. PLUMBING WINDOW NOTES: CL. CLOSET PR. PLYWOOD KEYED SET ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW CLG. CEILING P.S.F. PAIR 1.)VERIFY SWINGS W/ELEVATIONS L. COLUMN P.S.I. PER SQUARE FOOT 2.)ALL GLASS TO BE HIGH PERFORMACE LOW E4-TEMPERED GLASS AS REQ'D BY CODE QUAN DESCRIPTION YORK STATE. NOT RESPONSIBLE FOR CO3.)EXTERIOR COLOR:MATCH EXIST DESIGN OR CONSTRUCTION ERRORS. COL. CONCRETE P.T. POUNDS PER SQUARE INCH 6.)INTERIOR FINISH:TBD KNOB 5025.055 1 ROSE 5002.055 CONST. CONSTRUCTION PTD. PRESSURE TREATED 7.)HARDWARE:TBD LATCH 5510.055 CONT. CONTINUOUS P.V.C. PAINTED DEAD BOLT 8031.055 CPT. CARPET QTY. POLYVINYL CHLORIDE CTR, CENTER R QUANTITY HARDWARE NOTES: C.V.G. CLEAR VERTICAL GRAIN R.D. RADIUS,RISER D. DRYER REFRIG. ROOF DRAIN 1.)REPLACE ALL HARDWARE AT SECOND FLOOR DOORS DIA. DIAMETER REIINF. REFRIGERATOR COMPLY NEW HARDWARE AT NEW DOORS ONLY ON FIRST FLOOR COMPLY WITH ALL CODES OF DIM. DIMENSION REIQ'D. REINFORCING NEW YORK STATE & TOWN CODES DN. DOWN RF. REQUIRED AS REQUIRED AND CONDITIONS OF D.S. DOWNSPOUT RM. ROOF DW DISHWASHER R.O. ROOM DWG. DRAWING SCHED• ROUGH OPENING I � Lti Iv ,RD E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM SECT. SCHEDULE _1977LTW S ELEC. ELECTRICAL SHT. SECTION ELEV. ELEVATION SIM. SHEET �.v.5- t EQ. EQUAL SPEC. SIMILAR EXIST. EXISTING SQI. SPECIFICATIONS F.D. FLOOR DRAIN S.S. SQUARE FIN. FINISH STID. STAINLESS STEEL . OCCUPANCY FLOUR. FLOURESCENT STL. STANDARD FLR. FLOOR STOR. STEEL PLUMBING FIXTURE SCHEDULE USE IS UNLAWFUL FLSG. FLASHING STRUC. STORAGE FOUN. FOUNDATION SUSP. STRUCTURAL ROOM MANUFACTURER QUAN. MODEL TYPE U'�IITI-IOU CERTIFICATE FT. FEET,FOOT SW. SUSPENDED OF OCCUPANCY T SWITCH POWDER RM DORNBRACHT 1 MADISON 20 700360.08 3 HOLE BASIN MIXER GA. GAUGE TEL. TREAD GALV. GALVANIZED T&G TELEPHONE POWDER RM DORNBRACHT 1 MADISON 83 252 970.08 TISSUE HOLDER WITHOUT COVER G.C. GENERAL CONTRACTOR T.O. TONGUE AND GROOVE G.W.B. GYPSUM WALL BOARD T.O.C. TOP OF POWDER RM DORNBRACHT 4 MADISON 83 250 970.08 HOOKS �,�x,�,,,v,•- -x��+ �Q, ��QUiRf=Q tt?At�1 T r i 3 PERMIT SET 14 NOVEMBER 2018 vr,H.B. HOSE BIB T.O.S. TOP OF CONCRETE �' . • r'�e�!flfiCati�s 2 PHASE 1 BIDDING sEr HDWR HARDWARE T.O.W. TOP OF STEEL POWDER RM TOTO 1 CARR06 OCTOBER 2017 LLTON CST774S TOILET HEM. HEMLOCK TYP. TOP OF WALL � 1, ifs Ci®GSC 1 BIDDING SET 15 SEPTEMBER 2017 POWDER RM KOHLER 1 LADENA K-2214 SINK NO. ISSUANCE DATE HORIZ. HORIZONTAL T.P. TYPICAL H.M. HEAT MIRROR VERT. TOILET PAPER DISPENSER RELEASES H.V.A.C. HEATING VENTILATION&AIR CONDITIONI G W. VERTICAL I.D. INSIDE DIAMETER W/I WASHER SEAL: IN. INCH,INCHES W..C. WITH All exteriorkIf ting �Eo ARc INSUL. INSULATION,INSULATED WID. WATER CLOSET installed,to Chapter 172 replaced or �5��ao.v°�os�rF INT. INTERIOR W.A. WOOD LAM. LAMINATED WIND. WATER HEATER ;rep�fred shallconformLAV. LAVATORY WW.M. WINDOW ���oP LB. POUND W10 WELDED WIRE MESH d1Fthe Town Code f L.F. LINEAR FOOT X WITHOUT LVR. LOUVER YD. INDICATES TIMES OR BY MAX. MAXIMUM YARD ,q � os2421 ypQ' F OF NES 13Iower door and ductwork MECH. MECHANICAL MFR. MANUFACTURER GENERAL NOTES: testing required. 1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITEC-BEFORE PROCEEDING WITH THE WORK. Apo L)i de_ l yw 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. MUSt (� �y 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND p nManuals a n C/�.�J Yl 'G 60 ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS D,J and d S S as per NYS Ener Code CONSTRUCTION. 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. 5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD MASTER BATH 3„ PLUMBER CERTIFIGA DIMENSIONS OF EXISTING CONDITIONS. 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL ON LEAD CONTENT BFR, CERTIFICATE OF OCCU A OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. 8.)DETAILS SHOWN ARE TYPICAL,SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. SOLDER USED IN WATER PROJECT: 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED, SUPPLY SYSTEM CANNOT 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING EXCEED 2/10 OF 1% LEAD. 3050 Fairway Residence OF OR INSTALLATION OF ANY ITEMS. 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. P3._U 11s�,B I i4IG 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. A L'PLUiM `sNG WASTE POWDERROOM ZYJATEFR LINE NEED LAUNDRY TSSTINGBEFORE.COVERING 2 DRAWING LIST 2 ARCHITECTURAL:A-SERIES Chutchogue, NY Al.1 COVER SHEET WASHER 'F1112- LAV. ELECTRICAL A 1.2 SPECIFICATIONS w c. INSPECTION REQUIRED DRAWING NAME: 1st FLOOR 1 1/2" A 2.0 DEMOLITION PLAN CONSTRUCTION A 2.1 FOUNDATION PLAN&FIRST FLOOR PLAN 2" 3 2 3" DOCUMENTS A 3.1 ELEVATIONS A 3.2 ELEVATION&BUILDING SECTIONS CLEAN OUT I 4" TRUSS PLACARD°4o REQU11ED1 COVER SHEET E 1.0 ELECTRICAL PLAN TO SEPTIC TANKWIND DIAGRAMS HOUSE TRAP AND DRAWING NUMBER: BASEMENT SLAB CLEANOUT DRAWN BY: ACV SET: 1 . RISER DIAGRAMCD CHECKED BY: ACV N-T-S SCALE: 1/4"=1'-0° SHEET: CURRENT 0 • 1 ISSUE DATE: 11-10-2006 r. SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder — 29) TJI Joists to have solid blocking and web stiffeners, when above walls or INSULATION TO BE OPEN CELL SPRAYED FOAM INSULATION: Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. R-30 @ ALL ROOFS AND CEILINGS. 1) This construction conforms to 2015 International Residential Code, and the reviewed the installation guide for this product. R-19 @ ALL EXTERIOR WALLS. ADAM C. VOLOSIK ARCHITECT GENERAL CONDITIONS 2015 International Energy Conservation Construction Code. 30) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 R-21 @ ALL INTERIOR FLOORS 32) Sub—grade preparation under slab — The existing sub—grade should be joists and 2x4 for 560. 1/8" gap to be left at the top between stiffener SSouthold,NY 1197128 South Harbor 4 1) The contractor is responsible for checking all dimensions and conditions on 2) Model Energy Code compliance method and inspection checklist, enclosed cleared of top soil and organic matter and stockpiled separately. Pronounced and flange of Joist. 631.806.2537 the job. Where conditions prevent obtaining dimensions they should be using MECcheck software type Version 3.5 Release 1, REScheck Software. soft and hard spots should be excavated and refilled and compacted with a ROOFING: checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 1. ROOFING TO BE GAF TIMBERLINE NATURAL SHADOW SERIES OWNER TO APPROVE COLOR. 3) A minimum of I" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of 12" bolts @ 12" 2) Construction contractor and his subcontractors agree that in accordance roof sheathing. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be 0.0 EXISTING HOUSE SHINGLES TO BE REPLACED ON THE ENTIRE ROOF with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier. If soil is disturbed, mechanical USE GAF LOW SLOPE ROOFING OVER PORCH ROOF subcontractors will be required to assume sole and complete responsibility for compaction to 95% relative compaction in soil lifts not exceeding 8". 32) Web stiffeners to be installed on cantilever TJI's @ support points. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS INTERIOR DOORS safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to the elements is to be done by keeping 33) Do not bevel cut I—Joist beyond the inside face of support. 1. FURNISH AND INSTALL DOORS AS SHOWN IN THE DRAWINGS, apply continuously and not be limited to working hours. Contractors agree to 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete the slab wet and at temperatures between 40 and 70 degrees F or using a WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, defend, indemnify and hold design professionals harmless from any and all unless otherwise noted. curing compound. 34) Full width engineered lumber can be substituted for (2) or (3) members ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY liability, real or alleged, in connection with the performance of work on this of the some type lumber. ALL DIMENSIONS IN FIELD PRiOR TO ORDERING. ALL NEW DOORS TO MATCH EXIST. project. 2) Footings below columns to be 24 x24 x12 unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is 3) All work performed by the contractors shall conform to the requirements of 3) Contractor to verify soil bearing capacity to be not less than 4000 PSF. achieved. 35) Hangers are shown on plan. Contractors to consult architect/engineer if EXTERIOR DOORS AND WiNDOWS: local, municipal, state and federal laws as well as an other governing hanger is not shown in drawings. Contractor verifies that he has reviewed 1. FURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN iN THE DRAWINGS, Simpson Wood Construction Connectors catalog for fastening details. WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, p Y 9 No footings or slobs are to be cast on uncontrolled fill, loose soil, organic » requirements, whether or not specified on drawings or in specifications. material, frozen ground, mud, clay or other unsuitable materials. If any of FRAMING NOTES ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY Contractor to be responsible for required inspection(s) of his work. these situations are present it should be brought to the attention of the 36) Contractor to provide roof ventilation net open area equivalent to 1/300 ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. engineer. 1) All framing lumber to be Douglas Fir #2 or better in an S—Dry condition. 4) The contractors shall notify the architect/engineer immediately if he cannot of the attic floor area provided a vapor retarder is installed on the warm side comply with the work called for on the drawings. 4 Contractor to verify existing and seasonal round—water level. If level is of attic ventilation. DRYWALL: p y 9 ) Y 9 9 2) All sill plates that sit on concrete to be double 2x6 pressure treated. within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d toe nails 6" on center. 37) Contractor to provide crawl space ventilation openings to be not less than 1. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. 5) The contractors shall notify the architect/engineer of coy discrepancies should be contacted. 1/1,500 of the under floor area where a vapor retarder and openings placed 2. PROVIDE 1/2" THICK WONDERBOARD OR EQUAL @ ALL BATHROOMS between the drawings, notes, specifications and field conditions before 3) Termite shield shall be either copper or COP —R—TEX and extend 1" to provide cross ventilation. Ventilation not required when ground surface is » commencing any work and request clarification. 5) Concrete shall be air—entrained with an air content not less than 5% or minimum on each side of the concrete wall. Sill sealer to be used with this covered with an approved vapor retarder, the perimeter walls are insulated and J. PROVIDE 5/8 TYPE X FiRE RATED GWB. WHERE REQ O. BY STATE CODE 6) Contractor to verify new work withsurvey. more than 7°°. product. the space is conditioned. 6 Concrete slum shall not be more than 5". Engineer has approval to reject PAINTING & FINISHING: P 9 PP J 4) Two rows of blocking to be installed every 4' along concrete walls where 38) Ceiling joists used or collar beams to be nailed with (8) 104 common 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slump is larger than specified. the first floor joists are running parallel to the foundation wall. The plywood nails at the joist rafter connection unless otherwise shown. r the work or make the parts fit together properly. floor is to be nailed into this blocking. J 1. INTERIOR WALLS �0 REC/EVE ONE COAT PRIMER AND 2 COATS LATEX, 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F BENJAMIN MOORE OR EQUAL. 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every 8) The contractor shall be fully responsible for the removal or replacement of it should be heated to insure that it will arrive at the job site having a 5 Fastening of exterior plywood to rim joists box beam and double to COLORS TO BE SELECTED BY OWNER ) 9 P Y J ( ) P 32 around house perimeter holding second floor studs to first floor studs damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees F or greater than 85 degrees F. plates to be 2 rows of 8d nails 3" on center. Fastening of plywood to double unless otherwise shown. Partially Enclosed Buildings to have floor to floor repair as directed by the architect/engineer, al/ such damaged or defective sill plate to be 3" on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or materials, which shall appear within a period of two years from the date of 8) If it looks as though the temperature of the ambient air will fall below , substantial completion of the job. freezing for 3 consecutive days, cold weather concrete specifications will need window openings over 4 and within 2 from all corners unless otherwise ELETRICAL: 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) 8d nails to be installed at each end. „. Top plate to be connected to ceiling joists or with blocking spaced 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR m every 12 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE The contractors) shall remove all rubbish, waste materials and surplus to be followed. Contact Engineer if this is going to occur. not more than 12" on center with (2) 16d nails every 12". 40) Double LVL's or dimensioned lumber shall be installed around all fireplace,materials that are a by—product of their work. 9) The addition of any admixtures to concrete shall be approved by the P openings- 10) Contractors shall provide all necessary protection for his workers. Engineer. skylights 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be stair and sk li hts with connector hardware. CODES AND REGULATIONS. 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with %" lag bolts 12" O.C. top and bottom and located not closer 41) Cathedral or vaulted ceilings to have air—venting baffles on underside of 11) The construction drawings and specifications are supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineer. than 2" from top edge. roof running continuous from soffit to roof vent. PLUMBING: design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding 5 the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested @ 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless 42) All crickets to have minimum pitch of Xper foot. 1. ALL WORK TO 8E PERFORMED BY A LICENSED & INSURED CONTRACTOR noted otherwise. 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 12) The contractors) shall maintain a current and complete set of 11) All rebars to be grade 60 KSI steel and shall be free of rust, scale and 43) Joist hangers shall be used on all flush headers. construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under all parallel partitions unless noted CODES AND REGULATIONS. all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped 12) All rebars shall be securely tied in place and adequately supported. All walls. galvanized or stainless steel nails and fasteners. HVAC 13) No changes or modifications to the work shall be made without approval rebar splices to be minimum 40 bar diameter. Rebar shall be continuous of the owner and or architect en ineer. Failure to obtain this approval shall 10) All floor joists must be restrained at the ends to prevent rotation by 45) All exterior walls to be 2"X6" — 16" o.c. construction all / / 9 PP through corners with splices located not closer than 3 from corners. either a rim joist, end blocking or joist hangers supporting, the depth of the interior walls to be 2"X4" — 16" .c. construction 1• ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 3 PERMIT SET 14 NOVEMBER 2018 cause the contractor or sub—contractor to assume full responsibility for J 9 I 9 PP 9' P 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 2 PHASEIBIDDINGSET O60CTOBER2017 subsequent modification of the work required by owner or any regulatory 13) All footings are to have their rebar placed no closer than 3" to the joist. ) authority. supporting soil. 46 All subfloors to be 4" T&G APA rated plywood. All wall sheating to be CODES AND REGULATIONS. 1 BIDDING SET 15 SEPTEMBER 2017 11) Floor plywood to be glued and nailed to floor joists 4 on edges and 6 Z" CDX APA rated plywood. J. INSTALLER TO VERIFY IF THE NEW ADDITION CAN BE INCORPORATED INTO THE EXISTING NO. ISSUANCE DATE 14) The architect/engineer assumes no responsibility for construction means, 14) No weight shall be placed upon footings or walls until 7 days after in field with 8d common nails. methods, techniques, sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or by FOUNDATION DRAINAGE & WATERPROOFING SYSTEM OR MAKE A RECOMMENDATIONS FOR A NEW SYSTEM. RELEASES progress in conjunction with the work. There are no warranties, nor any 12) All walls over 8 high to be blocked @ mid—span. EXIST. SYSTEM TO BE SPLIT INTO 2 ZONES— merchantability of fitness, nor a specific use expressed or implied in the use engineers approval. Site to be sloped away from house i2" per foot for 10'. FIRST FLOOR ZONE 1 SEAL: of these plans. 15) Contractor to noiify Engineer for inspection of all rebar work prior to 13) All post widths to be as wide or wider than multiple member width that SECOND FLOOR ZONE 2 placement of concr6le. it is supporting. Foundation wall waterproofing to be Tuff—N—Dry tip`EO ARCyj�, Ceiling beam sizes may have to be increased for heavy storage attics. �'� G.VO(,� 6" 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means 14) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an STRUCTURAL STEEL 1) Wood frame dwellings to be designed in accordance with the 2015 during placement using a mechanical vibrator. engineered floor I—joist. International Residential Code. Wind speed to be used is 130 mph. Code for fabrication to be American Institute of Steel Construction (RISC) 9th Exposure B category to be used for urban, suburban or wooded and Exposure 15) Splices of top plates shall not be closer than 6'. Studs to fall under all Edition. C to be used for open and shoreline areas. Earthquake Use Group I, Site 17) Back filling against foundation shall not take place until first floor is P q P splices, top and bottom. Studs to line up vertically with roof rafters wherever r R Class D, Seismic Design Category B. anchored to foundation. Backfill material shall be clean course sand. possible. S 1 OQ Equipment used for backfilling shall not come closer to the wall than the P WINDOW & DOOR SPECIFICATIONS T,4r 03242�y 2 These plans are designed to meet or exceed the requirements of the height of the backfill. F OF NE ) P 9 q 16) All gable end walls to be balloon framed unless otherwise shown. Windows and doors are to meet or exceed the specifications 2015 International Residential Code. When building in other listed below: jurisdictions, variations or adjustments may be required. Verify an such 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, j J Y q Y Y 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d requirements with local code or enforcement officers. mechanical compaction to 95% relative compaction in soil lifts not exceeding �� q 6„ common nails 3 on center, staggered into both the top cnd bottom plate. NFRC certified and labeled. 3) The architect/engineer's certification applies only to this plan's conformance 18) All roof and wall plywood to be nailed with 8d nails 4" O.C. on edges Window and Door Manufacturers Association (WDMA) 1.S.2. 19) Concrete wall design assumes backfill is well drained. to the 2015 International Residential Code. and 6" in the field unless otherwise noted. Nail heads shall not penetrate 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8" x 12" "J" shaped, hot dipped galvanized or surface of plywood. Nail Guns need to be set to the proper pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards. missile test (impact—resistant) or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximum of ( P ) 19) Exterior plywood shall be continuous over all plate to plate and plate to Maximum U—Factor rating of 0.27. hardware provided. 12 from all corners. Provide not less than two (2) anchor bolts on any one rim board interfaces and may butt together at mid—depth on rim board. sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a Exterior plywood to run continuous from sill plate over rim joist to studs. "LMaximum Solar Heat Gain Coefficient of 0.26. 5) Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16" x 3" x 3" square plate washers unless otherwise shown. " Bolts to be located down the center of the sill late. Deviation of more than shaped plywood to be placed around upper window and door corners. any applicable local codes. A minimum of one (1) smoke detector shall be P Minimum Visible Light Transmittance Rating of 0.53. provided in bedroom areas and shall be hard wired and battery backup. 1" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" x 20) Three rows of blocking to be installed every 4' along gable rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into The plywood roof is to be nailed into this blocking. 2015 International Residential Code, Design Pressure (DP) rated 6) Contractor to verify a!I dimensions before starting. place using Simpson Acrylic Tie. for 130 miles per hour 3 second gust 21) All roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) If header sizes are not shown, contractor to contact architect/engineer. 21) Contractor to verify with owner if damp—proofing or waterproofing is to to achieve a minimum DP rating of 50. be provided on all foundation walls and footing base that comes in contact hurricane ties unless otherwise shown. Hip rafters to be tied to top plate with with soil. Simpson HCP4 (double hip) or HCP1.81 (single hip). Note that partially Glazingthat receives positive external pressure shall be impact PROJECT: 8) Do not scale drawings. Follow dimensions only. enclosed structures shall use a Simpson H10 hurricane tie. P P P resistant or protected with an impact resistant covering or 9 Contractor to verify to architect en gin if lead based point, asbestos, 22) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. i „ „ building designed as a partially enclosed structure. 3050 FairwayResidence ) y � g P 22) Interior shear walls to be / plywood both sides, nailed with 8d nails 3 mold or other hazardous substances are present before starting work. Set rebars into concrete with an embedment of 3" from the top and inside O.C. on edges and 6" in field with all edges blocked and nailed unless edge and the other bar 3" below the upper unless otherwise shown. otherwise noted. ]0) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requiring a building permit requires that all 23) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3" 23) All exterior columns to have continuous galvanized metal straps from sleeping rooms in the house be upgraded with hard—wired and interconnected from soil and 4" from outside footing edge unless otherwise shown. girder below to girder above. Straps to be Simpson CS 16 and connected smoke alarms. 24) (2) #5 rebars to be placed on all four sides of window and door with (11) 10d common nails each end. 11) Contractor is responsible for all flashings. openings and other large openings. Each end of the #5 rebar to extend 2' 24) Columns resting on concrete to be connected at the base concrete with a 12) Excavations deeper than 5' must be constructed according to OSHA beyond the opening. Simpson Post Base fastener and the top with a Simpson type Post Cap with Chutcho ue, NY regulations. Soft or sand soils must have at least a 1:1 slope. Hard or (12) 10d nails each end. g 9 Y P 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rebar compact soils must have at least 1:2 slope. to continue through sfepped footings and bent through steps. o 25) Bored or holes or notching in studs shall not exceed 25/ of the stud 13 Grade property 5°° in first 10' from the building. Elsewhere the site to i » depth. If hole or notch is between 40°° and 60°° of the stud depth than the P A Y 9 26) Pilasters to be 12 wide x 4 / deep and contain (2) #5 rebars stud shall be doubled. DRAWING NAME: be sloped away at 2°°. Foundation wall to extend a minimum 8" above grade. vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" off inside edges and hooked back to rebars in footing and upper wall. 26) Contractor verifies that he has reviewed the installation guide for the CONSTRUCTION 14) Under slab areas — after the service lines have been installed, all plastic or copper lines should be properly bedded (clean fill, no rocks) and tested for 27) All steel columns to be bolted to footings. engineered wood products for this project. DOCUMENTS leaks prior to backfilling. All copper lines should be checked for dents or 27) First floor 1 joists to have (4) 104 nails installed in its' bottom flange to abrasions and wrapped in split foam insulation. 28) Steel column top plate to be minimum %" thick and cover all supporting the double 2x6 sill plate. SPECIFICATIONS 15) All trades that are installing piping under the slab must install color coded members. Base plates to be 10" x 10" unless otherwise noted. 28) When engineered floor I—Joists are used, rim joists to be Timberstrond 1-1/4" LSL rim board or 1 Y4" Microlam LVL. caution tape 12 above their work. Use red for electric, blue for water, green 29) Concrete slab control joints to be 1/4"' depth of slab and not exceed for sewer, yellow for gas and orange for phon%able. Mark location of new more than 25' center to center spacing. Joints should be laid out to form DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. floor panels as nearly square as possible not exceeding a ratio of 1-1/2 to DRAWN BY: ACV SET: 1 16) Copper joints will not be allowed under the slab and must be placed in a . Joints can be either formed, tooled, saw cut or Zipstrip. CHECKED BY: ACV CD wall manifold. 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat SCALE: 1/4"=1'-0" SHEET: sheets to be used with on overlap of 1'. CURRENT 002 ISSUE DATE: 11-10-2006 NAILING SCHEDULE ADAM C. VOLOSIK ARCHITECT ,Joint Description Nail Sizes Nail Spacing SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 528 South Harbor Road Southold,NY 11971 ROOF FRAMING 631.806.2537 Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter �� X 6 TIE @ EACH RAFTER IN Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist LIEU OF STRAP. Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap ICE SHIELD UNDERLAYMENT REQUIRED Collar Tie to Rafter (Face-nailed) 2 = 8d per tie Blocking to Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 16d each end ?� HURRICANE CLIP `O TYP. WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot �\ ALTERNATE POSITION Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side OF HURRICANE CLIP. Stud to Stud (Face-nailed) 2 - 16d 24" o.c. \`��, USE SIMPSON H3 Header to Header (Face-nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud Bottom Plate to Floor Joist,Bon djoist,En djois t or Blocking (Face-nailed) 2 - 16d 1'2 per foot SH2 HURRICANE CLIP ST37 METAL STRAP NAILLEDED FROM RAFTER TO STUD. ROVIDE Sd COMMON NAILS @ @JACK POST FLOOR FRAMING TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48" NAILS EACH END. ALL SHEATHING EACH END TYP. Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist Bridging to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Toe-nailed) 2 - 8d each end APA RATED PLYWOOD TP Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EXTEND TO TOP OF TOP PLATE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist (4) 8d NAILS Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist TYP Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot JACK POST. MST27 @ STUDS ROOF SHEATHING W/ (4) 8d NAILS @ 48" O.C. EACH END TYP. Structural Panels 8d 4" o.c. perimeter zone — — — other 6' o.c. edges of panel , 12" o.c. interior FLOOR JOIST of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per supportDOUBLE TOP PLATE — \--PLYWOOD SHEATHING TO COVER 1" x 10" or wider 3 - 8d per support LAP BOX BEAM - TOP AND BOTTOM HEADER 2X6@ 16" O.C. CEILING SHEATHING STUDS IMPSON MST27 • Gypsum Wallboard 5d 7" edge / 10" field 1 1/2" WIDE - 20 GAGE METAL STRAP @ 48" O.C. WALL SHEATHING MAXIMUM. Structural Panels 8d (see table 3.9) Fiberboard Panels STRAP TO STUD 7 / 16" 6d 3" edge / 6" field W/ (4) 8d NAILS 25 / 32" 8d 3" edge / 6" field OP OF WRAP & NAIL STRAP SIMPSON MST27 1 1/2" WIDE FOUNDATION (4) 4d NAILS - 20 GAGE METAL STRAP @ 48" O.C. 3 PERMIT SET 14 NOVEMBER 2018 Gypsum Wallboard 5d 7" edge / 10" field AROUND SILL PLATE + 12" FROM EACH CORNER WRAP 2 PHASE 1 BIDDING SET 06 OCTOBER 2017 Hardboard 8d (see table 3.9) AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 8d Particleboard Panels 8d (see table 3.9) NAILS INTO SILL PLATE. 1 BIDDING SET 15 SEPTEMBER 2017 Diagonal Board Sheathing „ » „ » - N0. ISSUANCE DATE 1 x 6 or 1 x 8 2 - 8d per support 1" x 10" or wider 3 - 8d per support AIL SHEATHING TO SILL PLATE FLOOR JOIST RELEASES FLOOR SHEATHING p C8d NAILS @ 4" O.C. 7 . (2) # 5 REBAR . p p D ° ° Dp ' ° p p ° • D ° pD ° °. ° ° pD D D ° ' ° p ° . D 2 X 6 SILL PLATE p < D ° p°pp °. aD 'V D Dp ° p D,0 D °pD • D p Deapp V..pDD' V D� pD V .° D '°pp • D . D, D SEAL: Structural Panels ACQ TREATED, p pa.DaDD'p° Gp p pp p°pp-' 0D 'ppp., °pppDpa p°pD pD.Vo' D0D. oOpD.ppp pDD p. D<DpVV' ..DppD p.p• VaD C°pD:pp p 'D''p0p D .pC .DDD pp'.°p°.apDD V.D°v ..'pp'p Vpp C,pp°p.p0 ap pD•p.p.'V. p D eD11O1 1" or less 8d 6" edge 12" field greater than 10d 6» edge 6" field C'•V0 ` � p p pDp p a ff 0pp°0V p pO°°.D°D Vp°D a VDD .DD V pG.p °D'p.p D•ppp Da Vp D p.D p°.pp p°D pp°D DVpD<p VD p pDp'p0Dp a.'V.p p°VD.p DV.D DD aDD pp VDpV p DVp<DVDp,p'p p ppVp•°ppp.V pp°p•DpDa p°.D p p pp.°D V.pVC pp°pp0 p.D V D D.V.D DVpp VVp°a D V D_Vpp.D'V.pV D o<.VVD.pSEE FOUNDATIO14 DWG.Board Sheathing 5/8fX 12 A.B. @ 48" O.C.FOR DESIGN 1 x 6 or 1 x 8 2 8d per support W/ FENDER WASHER. p D. p..p°p° p.1fx 10„ or wider 8d pD DpDp'.°p pp V0 pDpP♦ppD'. pV'p..Dp,p.ppV•..D°'D.D c°DDp p W/Y/•/ � O t p p p p p p p V • p .'V Nailing requirements are based on wall sheathing nailed 6” on-center at the panel edge. If wall sheathing is nailed 1% p 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall SECTION DIAGRAM ELEVATION DIAGRAM sT 032 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. qr�OF to When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT °' a a a WIND SPEED - 130 MPH SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES —PLYWOOD SHEATHING 2 X 6 STUD WALL STA 15-20 GAUGE DESIGN CRITERIA: O STRAP TO STUD METAL STRAP @48" O.C. W/ (4) 8d NAILS + 12" FROM EACH CORNER DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME WRAP AROUND SILL PLATE. USE CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 7:ht h 2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE. B < 10 0 SILL PLATE NAIL SHEATHING TO SILL PROJECT: a' a� a f 0 0 -e < 30 0 PLATE USING 8d NAILS @ 4" O.C. a (2) #5 REBAR CONTINUOUS 3050 Fairway Residence ° ERMITE SHIELD AND WINDOWS - GLAZED OPENING ~ GABLE ROOFS HIP ROOFS 5/8" DIA. x12" A.B. @48" ZSILL SEAL. " PROVIDE 8d COMMON NAILS @ 4" O.C. 0 < 10 O 0 AT HIGH PRESSURE ZONE. O.C. - TYP. +12" FROM GRADE 6" MIN, BELOW 10 < 19 30 f/ EACH CORNER. W/ FENDER WASHER. TOP OF CONC. FOR NEW CONSTRUCTION EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING @ 6 O.C. AT ALL OTHER PORTIONS OF THE a a a: a ROOF TYP. THE LARGE MISSILE TEST CERTIFICATION OF ZONE 11 ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ° LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMINGWATERPROOF ALL TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING 1/2" EXPANSION SEAL a• URFACES BELOW w ,, 10f1I GRADE (TYP.) o Chutchogue, NY TO WIND ZONE Il, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 4" CONC. SLAB h W/6X6 #10/#10 WWM PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY : DRAWING NAME: 0 0 PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR •< ,•' •;' ••• 2" X 4" KEYWAY CONSTRUCTION A R CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. OR '° ` < 45 BOR QUICK GUARD STORM PANELS. 631 - 287 5330 °1 ° DOCUMENTS • • p a D C - PLYWOOD PANELS AS PER CODE NOTE : a = 4 FT. IN ALL CASES (2) #5 REBAR COVER SHEET GABLE ROOFS CONTINUOUS p ° PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 10 0 -0 < 45 ° WIND DIAGRAMS ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. XPC. FTG. SET ON UNDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES DRAWN BY: ACV SET: FOUNDATION SECTION DIAGRAM CHECKED BY: ACV CD SCALE: 1/4"=V-0" SHEET: CURRENT 0 • IssuE DATE: 11-10-2006 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 GRASS %tel PARKING LINE OF EXIST. DRIVE ------- TO B E RE M VED 50 1-011 8 PERMIT 14 NOVEMBER 2018 7 CLIENT REVIEW 20 SEPTEMBER 2018 6 PRICING SET 20 JUNE 2018 70 1-011 5 -CLIENT REVIEW 05 APRIL 2018 NEW DRIVE 4 CLIENT REVIEW 25 MARCH 2018 T O MATCH EXIST. 3 CLIENT REVIEW 15 MARCH 2018 2 CLIENT REVIEW 03 MARCH 2018 1 CLIENT REVIEW 28 JANUARY 2018 NO. ISSUANCE DATE tti, RELEASES 4f SEAL: 4, A Jr, C' VOA Si TF. 4.,- 4 ... ........ cr 7 PROPOSED- ;_P �qT 03 4 24 OF 14- ADDITION , I � , , � I � i ; , i ; , { � I /// ' ' ' ' 4 ; = PROPOSED ADDITION 0 401-011 -� \ / PROPOSED PROJECT: RENOVATION 3050 Fairway Residence 501-011 EXIST. Chutchogue, NY C) (31 1 0 DRAWING NAME: CD SITE PLAN OPTION A DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 3/32"=1f-Off SHEET: PROJECT No 11-02 100 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 BATH a 7 PERMIT 14 NOVEMBER 2018 6 PRICING SET 20 JUNE 2018 00 5 DEC 06 DECEMBER 2017 00 4 PERMIT SET 6 NOVEMBER 2017 O CC 00 3 HOA REVIEW 20 OCTOBER 2017 2 PHASE 1 BIDDING SET 06 OCTOBER 2017 1 BIDDING SET 15 SEPTEMBER 2017 BEDROOM NO. ISSUANCE DATE RELEASES W.1.C. SEAL: �p ARCy� LIVING ROOM KITCHEN cv � Q� REMOVE DOOR 3?% &JAMB qTF OF NES BEDROOM (:Dc ENTRY REMOVE CABINETS D & SINK / REMOVE DOOR &JAMB BATH ® TO BE DEMOLISHED PROJECT: 3050 Fairway Residence Cutchogue,NY 1 FIRST FLOOR DEMOLITION PLAN DRAWING NAME: DEMOLITION PLAN DEMOLITION NOTES: 1. ALL DEMOLITION TO BE DONE IN A LOGICL SEQUENCE 2. CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS, WALLS AND ROOF FRAMING DRAWING NUMBER: DRAWN BY: ACV SET: WHILE FRAMING RECONFIGURATION IS UNDER WAY. REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. CHECKED BY: ACV 3. CONTRACTOR IS NOT TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS. CD 4. REMOVE ALL EXISTING GYPSUM WALL BOARD SCALE: 1/4"-1'-0" SHEET: PROJECT No 16-01 1 s ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 I 20'- 1/2" 00 01 I 3" 4" 4"x4"STEEL 4' HIGH P.C. 4"x4" STEEL 1„ COL. FOUNDATION WALL COL. I 8"X16" P.C. FOOTING LVL'S SHOWN DASHED 1 ° 4"X4"STL. COLUMN ' ' /- 2.0 (3)z' MACHINE BOLTS i I 8THK STEEL FLAG IM ULI :i%j - - - - r' CRAWL SPACE N 1 STEEL COLUMN DETAIL @ DINING ROOM 2" P.C.RAT SLAB SRI I 7 PERMIT 14 NOVEMBER 2018 6 PRICING SET 20 JUNE 2018 1 I 5 DEC 06 DECEMBER 2017 4 PERMIT SET 6 NOVEMBER 2017 CENTER ON 3 HOA REVIEW 20 OCTOBER 2017 EXISTING DOORS @ LIVING ROOM 2 PHASE 1 BIDDING SET 06 OCTOBER 2017 1 BIDDING SET 15 SEPTEMBER 2017 NO. ISSUANCE DATE RELEASES -J SEAL: EXISTING MECH/STORAGE ��AE.v c °t EXISTING CRAWL SPACE EXISTING SLAB ON GRADE ��'���P� Os,,��0 W 032421 yOQ 2 OF NES Y EXISTING PLAYROOM J 1 Q 92'T.J.i. 230 SERIES / F.J. @ 16"O.C. H U) 1 X w 6'-8 1/2" LL 10 10 O wl Q 00 LL. 12'-4 5/8" 5 1/2" 4"x4"STEEL PROJECT: SLAB ON GRADE COL. 4" P.C.SLAB 3050 Fairway Residence W/6X6#12/#12 WWM Y SOON/,/ i / 4"x4" STEEL 14'-9 3/8" 6'-5 1/8" a`0 COL. 4" / CV / SLAB ON GRADE i 2 FOUNDATION PLAN 4" P.C.SLAB Chutcho ue NY . W/6X6#12/#12 WWM g DRAWING NAME: ' V FOUNDATION PLAN DROP WALL - FOR GARAGE DOORS DRAWING NUMBER: DRAWN BY: SET: 2'-9 1/4" 8'-3" J 8'-3" 2'-9 /4" CHECKED BY: C 10 111/2" SCALE: 1/4"=1'-0" SHEET: NEW CONSTRUCTIONPROJECT No 11-02 290 ® ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 of 20'-4 1/2" 0 113/8" 41/2" /4 " 1" 3'-2 1/8" 3'- /8" 5'-0 5/8" 3'-2 1 T-21/8L " 4"x4"STEEL 4"x4" STEEL COL. Al Al TEP 1 Al COL.% . N TEP x, _1 r- r T t i 00 N 00 N Alz I - - --(-) III _ `n N N M ' M -11241/2 —0 3'-2 1/8" -0 5/8" 3'-2 118" LO Al I I T _1 M TEP �y N = _ co Ll� Al TEP Al ' - STEP q00 ` `O Ni , Al � � STEP L14-�14� M 00 00 v 00 611 Al N Al EXISTING WD. FL R Al N � 2'-9 1/8" mell C"I MLO n tC..Fr c M \ Q ` 1 W /� C m /�y V U - j W Al � (y- 8 (V 6 .J .. I = � `n 1 CENTER ON II > I �--i IT? I 3 BATH a EXISTING DOORS co '.� yo I �I X _...___ _ .._...... _.... ._-._ LINE I � M6m 00 CLG. CHANGE 00 v N M 0 O O M 1 PERMIT 14 NOVEMBER 2018 W Z A - 7 CLIENT REVIEW 20 SEPTEMBER 2018 O n I co 6 PRICING SET 20 JUNE 2018 EDRO M U I N v Al N 5 CLIENT REVIEW 05 APRIL 2018 B O I CATHEDRAL I M transom @ dr M p 4 CLIENT REVIEW 25 MARCH 2018 i / 4"xv"TCi1G L.RITE OAK _ 3 CLIENT REVIEW 15 MARCH 2018 :'a0FLOORING Al I 2 CLIENT REVIEW 03 MARCH 2018 1 CLIENT REVIEW 28 JANUARY 2018 W.I.C. .«,X I cv L` NO. ISSUANCE DATE _1 KITCHEN _ : BUI T IN i RELEASES LIVING ROOM = _......; N 31/2 - M ...._...__..._..___....._ ..-.._......... .. ... .___._.__... �_ SEAL. - - - 2'-4 1/2" 8'-2" CL BENCH _ 1 X 68 2 X 6$ N N ��¢��pRCy�T 50 ��� P�G Cps���0 M U D RM �° C L �o Cox _ ......_.__ _. . LAU N- ; w/D c ¢ _ WOUT z DRY I SHWR e j O N � 1 �X -1" O T-101/2" cn �T,9I 03242 O BEDROOM I N C LR�l/2" F OF t4 ENTRY ;i�,"aid I j ij / i7 7 i,7 i 7777777777/ j BUILT IN BENCH I j Op TEP STEP D F— PULL DOWN STAIR 2'-9 1/8" 5 1/2" 40 01 O 4 1/8" BATH 3'-21/8" 3'-15/8" T-l5/8" � - / 00 Ll'-5 5/8" l'-5 5/8" 12'-4 5/8° 01STEP COVERED PORCH No.1 RANDOM PATTERN BLUESTONE PAVERT3) 1 ire eparai0 R- %"X12" LVL CONT. ACROSS POSTS - - - - - - - r qured as pe 4"x4" STEEL 4"x4" STEEL S C®d O COL. COL. 14'-9 3/8" 6-3 5/8" BLUESTONE RISER O PROJECT: M ARAG 3050 Fairway Residence LAB ON GA E i 4' P.C.SLA M /6X #12/#1 i / 3X6$ co 1 M / N Chutchogue, NY /i DRAWING NAME: FIRST FLOOR PLAN 22'-11 1/2" p OPTION A O 10 �O X000 ® NEW CONSTRUCTION DRAWING NUMBER: (2) 1 4'X9 2" LVL-MIN. HEADER U.O.N. DRAWN BY: SET: CHECKED BY: CD SCALE: 1�4 =1-0SHEET: PROJECT No 11-02 2 * 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 PROPOSED CUPULA 5/4'X8"AZEK TRIM %4"X6"AZEK TRIM NEW ASPHALT SHINGLES 5 I CD Al Al Al Al �E Al Al HE] NEWSIDING (E I E . CE 1) TO MATCH EXIST. it OUTDOOR SHOWER CEDAR BOARDS 5/4"X8"AZEK TRIM 8 PERMIT 14 NOVEMBER 2018 7 CLIENT REVIEW 20 SEPTEMBER 2018 6 PRICING SET 20 JUNE 2018 5 CLIENT REVIEW 05 APRIL 2018 4 CLIENT REVIEW 25 MARCH 2018 1 SOUTH ELEVATION 3 CLIENT REVIEW 15 MARCH 2018 2 CLIENT REVIEW 03 MARCH 2018 1 CLIENT REVIEW 28 JANUARY 2018 NO. ISSUANCE DATE RELEASES SEAL: SPED ARCyi C.vp(OS/r�C� Or �X 03242" y0� -10 F NES %4'X8"AZEK TRIM 5/4'X6"AZEK TRIM bo LL—L]M PROJECT: 3050 Fairway Residence - N EXISTING SIDING TO REMAIN I H H - Al Al Al AlLLLI] N I 1 11 1 H H Chutchogue, NY DRAWING NAME: ELEVATIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 1�4"=1'-0" SHEEP: 2 CROSS SECTION 3 EAST ELEVATION 3 * 0 5 PROJECT No 11-02 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 NEW COPULA NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES NEW SIDING I LLU I I 5 5/"X10"AZEK TRIM TO MATCH EXIST. /4'X8"AZEK TRIM 5/4'X10"AZEK TRIM EXISTING SIDING EXISTING TRIM TO REMAIN TO BE PAINTED EEI A A A 8 PERMIT 14 NOVEMBER 2018 7 CLIENT REVIEW 20 SEPTEMBER 2018 6 PRICING SET 20 JUNE 2018 5 CLIENT REVIEW 05 APRIL 2018 ^M 4 CLIENT REVIEW 25 MARCH 2018 3 CLIENT REVIEW 15 MARCH 2018 INTEX MILLWORK INTEX MILLWORK CARRIAGE STYLE 2 CLIENT REVIEW 03 MARCH 2018 COLUMN CRE88 COLUMN CRE88 GARAGE DOORS 1 CLIENT REVIEW 28 JANUARY 2018 1 NORTH ELEVATION NO. ISSUANCE DATE RELEASES SEAL: V-0 AR V T G O�OSGt.�C� STgT 0324 k F OF NFA PDM RUBBER ROOFING OVER TAPERED INSULATION BD. PROJECT: C) 3050 Fairway Residence EXISTING SIDING m TO REMAIN o °' r ch EDCD o Al Al Al Al Al Al Chutchogue, NY i0 1 DRAWING NAME: ELEVATIONS 20 EAST ELEVATION DRAWING NUMBER: DRAWN BY: SET: 35 SECTION THRU DINING ROOM CHECKED BY: CD SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-02 3 , 1 h ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 F3 STEP QUAD RECEPTACLE C� F2 RECEPTACLE F2 SWITCH DINING ROOM SWITCH W/ DIMMER D F2 J F2 STEP F3 STEP 3 JUNCTION BOX STEP 0 RECCESSED LIGHT o WALL MNTD LIGHT m SP SPK m SP SPK 33 WP F3 ABLE 171sPK SPEAKER (; 3 --i C/) BATH PHONE 00 J 00 F2 0 00 M F2 I 7 PERMIT 14 NOVEMBER 2018 BEDROOM I 6 PRICING SET 20 JUNE 2018 SP SPK 5 DEC 06 DECEMBER 2017 F1 4 PERMIT SET 6 NOVEMBER 2017 W.1.C. 3 HOA REVIEW 20 OCTOBER 2017 2 PHASE 1 BIDDING SET 06 OCTOBER 2017 P.R. 1 BIDDING SET 15 SEPTEMBER 2017 LIVING ROOM I KITCHEN O M F3 N0. ISSUANCE DATE m m RELEASES SEAL: w w � D C L ��'Eo aRc L OUT G. —77 71 DR SHWR 3 Lcc' ' 3 /2.. F2 a (C' _a BEDROOM I sT 032421 oQ� ENTRY I qTF of NE�� D - - TEP SEP 5 1/2" F2 BATH 3'-21/8" T-15/8" 3'-15/8" 1'-5 5/8" 12'-4 5/8" 1'-5 5/8" F2 F2 11 STEP COVERED PORCH No.1 x� a F F PROJECT: 1 FIRST FLOOR ELECTRICAL PLAN RA 1/4"=1'-0 1-413 ON GA E 3050 Fairway Residence 4'j P.C.SLA /6X #12/#1 0 8 3X6 LIGHT FIXTURE SCHEDULE Chutchogue, NY No. DESCRIPTION MANUFACTURER No. LAMP REMARKS 6"RECESSED LIGHTOLIER AIR SEAL DRAWING NAME: F1 CEILING FINISH: WHITE ELE CTRI CAL 4"RECESSED LIGHTOLIER F2 CEILING FINISH: WHITE WALL MOUNTED BY OWNER F3 DRAWING NUMBER: DRAWN BY: ACV SET: j CHECKED BY: ACV E SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-02 100 P)pJt Lj�53 I`7 ABBREVIATIONS ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. ALL R. T.'S TO BE VERIFIED O CONSTRUCTION PRIOR HARDWARE SCHEDULE - BALDWIN @ AT MIN. MINIMUM ADAM C. VOLOSIK ARCHITECT ACOUST. ACOUSTICAL MISC, MISCELLANEOUS 0 QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) REMARKS PASSAGE SET A.D. AREA DRAIN MTD. MOUNTED 528 South Harbor Road ADJUS. ADJUSTABLE MTL METAL A 4 DOUBLE HUNG TW30410 T-1 5/8"x5-0 7/8" QUAN DESCRIPTION Southold,NY 11971 631.806.2537 A.F.F. ABOVE FINISHED FLOOR # MATERIAL KNOB 5025.055 ALUM. ALUMINUM N.A. NUMBER Al 16 DOUBLE HUNG w/TRANSOM TW30410 w/TWT3010 T-1 518"x5'-0 7/8"w/T-15/8"x 1'-0"TRANSOM 1 ROSE 5002.055 APPROX. APPROXIMATE N.I.C. NOT APPLICABLE LATCH 5510.055 HINGE 4X4 1040.055 -7 ARCH. ARCHITECT,ARCHITECTURAL NO. NOT IN CONTRACT B 1 INSWING FRENCH DR FWH50611 4'-11 1/4"x6-10 3/8" , w BLDG. BUILDING N.T.S. NUMBER BLK. BLOCK O.C. NOT TO SCALE 131 4 INSWING FRENCH DR w/TRANSOM FWH50611 w/ FWT5011 4'-11 1/4"x6'-10 3/8"W/4'-11 1/4"X1'-0 13/16" TRAN. PRIVACY SET BLKG. BLOCKING O.D. ON CENTER BM. BEAM O.H. OUTSIDE DIAMETER C 2 INSWING FRENCH DR FWH29611 2'-8 1/8"4'10 3/8° QUAN DESCRIPTION BOT. BOTTOM OPP. OPPOSITE HAND KNOB 5025.055 B.P. BUILDING PAPER PERIM. OPPOSITE C1 1 INSWING FRENCH DR w/TRANSOM FWH29611 w/FWT2911 2'-8 1/8"x6'-10 3/8" W/2'-8 1/8"X1'-0 13/16"TRAN ROSE 5002.055 LATCH 5510.055 BSMT. BASEMENT PERP. PERIMETER D 1 DOUBLE HUNG TW?410 GC TO VERIFY WIDTH IN THE FIELD 1 HINGE 4X4 1040.055 1 B'TWN. BETWEEN PG. PERPENDICULAR MORTISE BOLT 0418 CL CENTERLINE PL. PAGE E 1 SLIDING DOOR FWG50611 4'-11 1/4"x6'-10 3/8" TURN PIECE 675.055 CAB. CABINET PLUMB. PLATE EMERGENCY RELEASE 0407.055 CER. CERAMIC PLYND. PLUMBING F 1 CASEMENT C125 2'-0 0" x 2'-4 3/8" � VOL CL. CLOSET PR. PLYWOOD KEYED SET U11411 6(' CLG. CEILING P.S.F. PAIR G 1 DOUBLE HUNG TRANSOM TWT3010 T-1 5/8"x 1'-0" QUAN DESCRIPTION COL. COLUMN P.S.I. PER SQUARE FOOT I �P, CONC. CONCRETE P.T. POUNDS PER SQUARE INCH H 6 AWNING AW31 2'-11 15/16"x 2'-4 3/8" KNOB 5025.055 ` n CONST. CONSTRUCTION PTD1. PRESSURE TREATED 1 ROSE 5002.055 CONT. CONTINUOUS P.V.'C. PAINTED 1 3 DOUBLE HUNG TW30310 T-1 5/8"x4'-0 7/8" LATCH 5510.055 DEAD BOLT 8031.055 CPT. CARPET QTY. POLYVINYL CHLORIDE CTR, CENTER R QUANTITY J 2 DOUBLE HUNG TW3446 3-5 5/8"x4'-8 7/8" HARDWARE NOTES: C.V.G. CLEAR VERTICAL GRAIN R.D. RADIUS,RISER D. DRYER REFRIG. ROOF DRAIN 1.)REPLACE ALL HARDWARE AT SECOND FLOOR DOORS DIA. DIAMETER REINF. REFRIGERATOR WINDOW NOTES: 2.)NEW HARDWARE AT NEW DOORS ONLY ON FIRST FLOOR DIM. DIMENSION REQ'D. REINFORCING DN. DOWN RF. REQUIRED 1.) VERIFY SWINGS W/ ELEVATIONS D.S. DOWNSPOUT RM. ROOF 2.) VERIFY GRILLE PATTERN W/ELEVATIONS- GRILLES TO BE 8' SDL PERMANENT DW DISHWASHER R.O. ROOM ) DWG. DRAWING SCHED. ROUGH OPENING 3. ALL GLASS TO BE HIGH PERFORMACE LOW E4-TEMPERED GLASS AS REQ'D BY CODE E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM SECT. SCHEDULE 4.) EXTERIOR COLOR : WHITE ELEC. ELECTRICAL SHT. SECTION 5.) INTERIOR FINISH: WHITE ELEV. ELEVATION SIM. SHEET 6.)WINDOW HARDWARE : ESTATE LOCK and KEEPER in DISTRESSED NICKEL EQ. EQUAL SPEC. SIMILAR 7.) PROVIDE SCREENS ON ALL UNITS - DOUBLE-RUNGS TO HALF SCREENS EXIST. EXISTING SQ. SPECIFICATIONS F.D. FLOOR DRAIN S.S. SQUARE DOOR NOTES: FIN. FINISH STD. STAINLESS STEEL FLOUR. FLOURESCENT STL. STANDARD 1.)VERIFY SWINGS WI ELEVATIONS FLR. FLOOR STOR. STEEL 2.)VERIFY GRILLE PATTERN W/ELEVATIONS- GRILLES TO BE 8" SDL PERMANENT FLSG. FLASHING STRUC. STORAGE 3.) ALL GLASS TO BE HIGH PERFORMACE LOW E4-TEMPERED GLASS AS REQ'D BY CODE FOUN, FOUNDATION SUSP. STRUCTURAL 4.) EXTERIOR COLOR : WHITE FT. FEET,FOOT SW. SUSPENDED 5.) INTERIOR FINISH: WHITE T SWITCH 6.) WINDOW HARDWARE : ENCINO HANDLE in DISTRESSED NICKEL GA. GAUGE TEL. TREAD GALV. GALVANIZED T&G TELEPHONE 7.) PROVIDE SLIDING SCREENS ON ALL UNITS G.C. GENERAL CONTRACTOR T.O. TONGUE AND GROOVE G.W.B. GYPSUM WALL BOARD T.O.C. TOP OF H.B. HOSE BIB T.O.S. TOP OF CONCRETE HDWR HARDWARE T.O.W. TOP OF STEEL 2 PERMIT S JANUARY 20199 1 PROGRESS SET 066 DECEMBER 2017 HEM. HEMLOCK TYP. TOP OF WALL HORIZ. HORIZONTAL T.P. TYPICAL NO. ISSUANCE DATE H.M. HEAT MIRROR VERT. TOILET PAPER DISPENSER RELEASES H.V.A.C. HEATING VENTILATION&AIR CONDITION$G W. VERTICAL \S�,rRED qq I.D. INSIDE DIAMETER W/ SEAL: p,M C. IN. INCH,INCHES W.C. WITH INSUL. INSULATION,INSULATED WD. WATER CLOSET INT. INTERIOR W.H. WOOD Q, QO �Q LAM. LAMINATED WIND. WATER HEATER LAV. LAVATORY W.W.M. WINDOW LB. POUND W/O WELDED WIRE MESH ' -a L.F. LINEAR FOOT X WITHOUT9�<C` 27 �p LVR. LOUVER YD. INDICATES TIMES OR BY OF NEW MAX. MAXIMUM YARD MECH, MECHANICAL MFR, MANUFACTURER GENERAL NOTES: 1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND DC.3f ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS CONSTRUCTION. 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. M� l _ 4 5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. MASTER BATH 3 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD `^UT'D2z"" Tr TOWN OF s0>`3'i',r GZ.- DIMENSIONS OF EXISTING CONDITIONS. 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. LAv. LAv. PROJECT: 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. w.C. 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING 2nd FLOOR SHOWER TUB 11/2" 1 1/2" 3050 Fairway Residence OF OR INSTALLATION OF ANY ITEMS. 2" 2" 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS 2" 3" OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. POWDER ROOM 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. LAUNDRY 2" 2' DRAWING LIST ARCHITECTURAL:A-SERIESWASHER Chutchogue, NY A 1.1 COVER SHEET l 1/2" w c. 1 1/2" A 1.2 SPECIFICATIONS 1st FLOOR DRAWING NAME: A 2.0 DEMOLITION PLAN 2" 3 2" 3" CONSTRUCTION A 2.1 FOUNDATION PLAN&FIRS$"FLOOR PLAN DOCUMENTS A 3.1 ELEVATIONS CLEAN OUT � 4 TO SEPTIC COVER SHEET A 3.2 ELEVATION&BUILDING SECTIONS TANK E 1.0 ELECTRICAL PLAN HOUSE TRAP AND WIND DIAGRAMS BASEMENT SLAB CLEANOUT DRAWING NUMBER: 1 . RISER DIAGRAM DRAW' BY: ACV SET: CHECKED BY: ACV CDI� SCALE: SHEET: CURRENT 001 ISSUE DATE: 11-10-2000 SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder — 29) TJI Joists to have solid blocking and web stiffeners, when above walls or INSULATION TO BE OPEN CELL SPRAYED FOAM INSULATION: Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. R-30 @ ALL ROOFS AND CEILINGS. ADAM C. VOLOSIK ARCHITECT 1) This construction conforms to 2015 International Residential Code, and the reviewed the installation guide for this product. R-19 @ ALL EXTERIOR WALLS. GENERAL CONDITIONS 2015 International Energy Conservation Construction Code. 30) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 R-21 @ ALL INTERIOR FLOORS 528 South Harbor Road 32) Sub—grade preparation under slab — The existing sub—grade should be joists and 2x4 for 560. 1/8" gap to be left at the top between stiffener southold,NY 11971 1) The contractor is responsible for checking all dimensions and conditions on 2) Model Energy Code compliance method and inspection checklist, enclosed cleared of top soil and organic matter and stockpiled separately. Pronounced and flange of Joist. 631.806.2537 the job. Where conditions prevent obtaining dimensions they should be using MECcheck software type Version 3.5 Release 1, REScheck Software. soft and hard spots should be excavated and refilled and compacted with a ROOFING: checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 1. ROOFING TO BE GAF TIMBERLINE NATURAL SHADOW SERIES OWNER TO APPROVE COLOR. 3) A minimum of 1" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of i2" bolts @ 12" 2) Construction contractor and his subcontractors agree that in accordance roof sheathing. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be 0.C. EXISTING HOUSE SHINGLES TO BE REPLACED ON THE ENTIRE ROOF with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier. If soil is disturbed, mechanical USE GAF LOW SLOPE ROOFING OVER PORCH ROOF subcontractors will be required to assume sole and complete responsibility for compaction to 95°° relative compaction in soil lifts not exceeding 8". 32) Web stiffeners to be installed on cantilever TJI's @ support points. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS INTERIOR DOORS safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to the elements is to be done by keeping 33) Do not bevel cut I—Joist beyond the inside face of support. 1. FURNISH AND INSTALL DOORS AS SHOWN iN THE DRAWINGS, apply continuously and not be limited to working hours. Contractors agree to 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete the slab wet and at temperatures between 40 and 70 degrees F or using a defend, indemnifyand hold design professionals harmless from an and all p g g WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, 9 F Y unless otherwise noted. curing compound. 34) Full width engineered lumber can be substituted for (2) or (3) members ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY liability, real or alleged, in connection with the performance of work on this of the some type lumber. ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. ALL NEW DOORS TO MATCH EXIST. project. 2) Footings below columns to be 24"x24"x12" unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is 3 All work performed b the contractors shall conform to the requirements of achieved. EXTERIOR DOORS AND WINDOWS: 35) Hangers are shown on plan. Contractors to consult architect/engineer if P Y q 3) Contractor to verify soil bearing capacity to be not less than soil, o ani hanger is not shown in drawings. Contractor verifies that he has reviewed 1. FURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN IN THE DRAWINGS local, municipal, state and federal laws as well as any other governing No footings or slabs are to be cast on uncontrolled fill, loose soil, organic Simpson "Wood Construction Connectors" catalog for fastening details. WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, requirements, whether or not specified on drawings or in specifications. material, frozen ground, mud, clay or other unsuitable materials. If any of FRAMING NOTES p g g Contractor to be responsible for required inspection(s) of his work. these situations are present it should be brought to the attention of the ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY engineer. 1) A!1 framing lumber to be Douglas Fir #2 or better in an S—Dry condition. 36) Contractor to provide roof ventilation net open area equivalent to 1/300 ALL DIMENSIONS iN FiELD PRIOR TO ORDERING. 4) The contractors shall notify the architect/engineer immediately if he cannot of the attic floor area provided a vapor retarder is installed on the warm side comply with the work called for on the drawings. 4) Contractor to verify existing and seasonal ground—water level. If level is 2) All sill plates that sit on concrete to be double 2x6 pressure treated. of attic ventilation. DRYWALL: within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d toe nails 6" on (center. 37) Contractor to provide crawl space ventilation openings to be not less than 1. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. 5) The contractors shall notify the architect/engineer of any discrepancies should be contacted. 1/1,500 of the under floor area where a vapor retarder and openings placed 2. PROVIDE 1/2" THICK WONDERBOARD OR EQUAL @ ALL BATHROOMS between the drawings, notes, specifications and field conditions before 3 Termite shield shall be either copper or COP —R—TEX and extend 1" commencingan work and request clarification. ) pp to provide cross ventilation. Ventilation not required when ground surface is 3. PROVIDE 5/8" TYPE "X" FIRE RATED GWB. WHERE REQ'D. BY STATE CODE Y q 5) Concrete shall be air—entrained with on air content not less than 5°° or minimum on each side of the concrete wall. Sill sealer to be used with this covered with an approved vapor retarder, the perimeter walls are insulated and more than 7°°. product. the space is conditioned. 6) Contractor to verify new work with survey. PAINTING & FINISHING: 6) Concrete slump shall not be more than 5". Engineer has approval to reject 4) Two rows of blocking to be installed every 4' along concrete walls where 38) Ceiling joists used or collar beams to be nailed with (8) 10d common 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slump is larger than specified. the first floor joists are running parallel to the foundation wall. The plywood nails at the joist rafter connection unless otherwise shown. the work or make the parts fit together properly. J 1. INTERIOR WALLS TO RELIEVE ONE COAT PRIMER AND 2 COATS LATEX, floor is to be nailed into this blocking. BENJAMIN MOORE OR EQUAL. 7) !f concrete is delivered in an outdoor temperature lower than 40 degrees F 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every ' 8) The contractor shall be fully responsible for the removal or replacement of it should be heated to insure that it will arrive at the job site having a 5) Fastening of exterior plywood to rim joists (box beam) and double top 32" around house perimeter holding second floor studs to first floor studs COLORS TO BE SELECTED BY OWNER damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees F or greater than 85 degrees F. plates to be 2 rows of 8d nails 3" on center. Fastening of plywood to double P 9 P Y unless otherwise shown. Partially Enclosed Buildings to have floor to floor repair as directed by the architect/engineer, all such damaged or defective sill plate to be 3" on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or materials, which shall appear within a period of two years from the date of 8) If it looks as though the temperature of the ambient air will fall below ELETRICAL: substantial completion of the job. freezing for 3 consecutive days, cold weather concrete specifications will need window openings over 4 and within 2 from all corners unless otherwise 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) 8d nails to be installed at each end. to be followed. Contact Engineer if this is going to occur. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 9 The contractors shall remove all) rubbish, waste materials and surplus every 12 . Top plate to be connected to ceiling joists or with blocking spaced ( ) p not more than 12" on center with 2 16d nails ever 12". 40 Double LVL's or dimensioned lumber shall be installed around all fireplace, 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE materials that are a by—product of their work. 9) The addition of any admixtures to concrete shall be approved by the ( ) y ) p Engineer. stair openings and skylights with connector hardware. CODES AND REGULATIONS. 10) Contractors shall provide all necessary protection for his workers. 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with 12" lag bolts 12" O.C. top and bottom and located not closer 41) Cathedral or vaulted ceilings to have air—venting baffles on underside of 11) The construction drawings and specifications are supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineer. than 2" from top edge. roof running continuous from soffit to roof vent. PLUMBING: design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding 5 the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested @ 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-718 microlams unless 42) AI! crickets to have minimum pitch of V4' per foot. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR noted otherwise. 2. ALL WORK SHALL 8E INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 12) The contractor(s) shall maintain a current and complete set of 11) All rebars to be grade 60 KSI steel and shall be free of rust, scale and 43) Joist hangers shall be used on all flush headers. CODES AND REGULATIONS. construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under all parallel partitions unless noted all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped 12 All rebars shall be secure) tied in lace and adequately supported. All walls. galvanized or stainless steel nails and fasteners. 13 No changes or modifications to the work shall be made without approval ) y p q y pp HVAC 9 PP rebar splices to be minimum 40 bar diameter. Rebar shall be continuous of the owner and or architect en ineer. Failure to obtain this approval shall 10) All floor joists must be restrained at the ends to prevent rotation by 45) All exterior walls to be 2"X6" — 16" o.c. construction all / / 9 PP through corners with splices located not closer than 3 from corners. I. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR cause the contractor or sub—contractor to assume full responsibility for either a rim joist, end blocking or joist hangers supporting the depth of the interior walls to be 2X4 — 16 c. construction subsequent modification of the work required by owner or any regulatory » to the joist. 2. ALL WORK SHALL BE INSTALLED 1N ACCORDANCE WITH ALL APPLICABLE 2 PERMIT SET 02 JANUARY 20199 Y ) authority. 13) All footings are to have their rebar placed no closer than 3 46 All subfloors to be 4" T&G APA rated plywood. All wall sheating to be CODES AND RE('ULATIONS. 1 PROGRESSSET 06 DECEMBER 2017 supporting soil. 11) Floor plywood to be glued and nailed to floor joists 4 on edges and 6 1" 14) The architect/engineer assumes no responsibility for construction means, in field with 8d common nails. 2 CDX APA rated plywood. 3. INSTALLER TO VERIFY iF THE NEW ADDITION CAN BE INCORPORATED INTO THE EXISTING NO. ISSUANCE DATE 14) No weight shall be placed upon footings or walls until 7 days after SYSTEM OR MAKE A RECOMMENDATIONS FOR A NEW SYSTEM. RELEASES methods, techniques, sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or by FOUNDATION DRAINAGE & WATERPROOFING progress in conjunction with the work. There are no warranties, nor anyens approval. 12) All walls over 8 high to be blocked @ mid—span. EXIST. SYSTEM TO BE SPLIT INTO 2 ZONES— merchantability of fitness, nor a specific use expressed or implied in the use Site to be sloped away from house i2" per foot for 10'. FIRST FLOOR ZONE 1 SEAL: of these plans. 13) All post widths to be as wide or wider than multiple member width that SECOND FLOOR ZONE 2 RED 15) Contractor to notify Engineer for inspection of all rebar work prior to it is supporting. 5�ti Aft Ceiling beam sizes may have to be increased for heavy storage attics. placement of concrete. pp g• Foundation wall waterproofing to be Tuff—N—Dry �� �M C. Vp, 14 2x6 strong backs 2 on all ceiling joists 8' O.C., unless the ceiling is an Q� Po C) 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means ) g ( ) g J 9 STRUCTURAL STEEL 1) Wood frame dwellings to be designed in accordance with the 2015 engineered floor 1—joist. * during placement using a mechanical vibrator. _-ti International Residential Code. Wind speed to be used is 130 mph. Code for fabrication to be American Institute of Steel Construction (RISC) 9th Exposure B category to be used for urban, suburban or wooded and Exposure 15 shall not be closer than 6'. Studs to fall under all 17) Back filling against foundation shall not take place until first floor is ) Splices of top plates Edition. N C to be used for open and shoreline areas. Earthquake Use Group I, Site splices, top and bottom. Studs to line up vertically with roof rafters wherever Class D, Seismic Design Category B. anchored to foundotion. Backfill material shall be clean course sand. '9T 032421 P Equipment used for backfilling shall not come closer to the wall than the possible. WINDOW & DOOR SPECIFICATIONS F0F 2 These plans are designed to meet or exceed the requirements of the height of the backfill. NE p q q 16) All gable end walls to be balloon framed unless otherwise shown. Windows and doors are to meet or exceed the specifications 2015 International Residential Code. When building in other listed below: jurisdictions, variations or adjustments may be required. Verify any such 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction to 95°° relative compaction in soil lifts not exceeding 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d requirements with local code or enforcement officers. 6„ common nails 3" on center, staggered into both the top and bottom plate. NFRC certified and labeled. 3) The architect/engineer's certification applies only to this plan's conformance 18 All roof and wall plywood to be nailed with 8d nails 4" O.C. on edges Window and Door Manufacturers Association (WDMA) 1.S.2. to the 2015 International Residential Code. 19) Concrete wall design assumes backfill is well drained. ) �� p y g and 6 in the field unless otherwise noted. Nail heads shall not penetrate 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8" x 12" "J" shaped, hof dipped galvanized or surface of plywood. Nail Guns need to be set to the proper pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards. missile test (impact—resistant) or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximum of Maximum U—Factor rating of 0.27. 12 from all corners. Provide not less than two 2 anchor bolts on an one 19) Exterior plywood shall be continuous over all plate to plate and plate to 9 hardware provided. ( ) y rim board interfaces and may butt together at mid—depth on rim board. sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a Maximum Solar Heat Gain Coefficient of 0.26. 5) Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16" x 3" x 3" square plate washers unless otherwise shown. Exterior plywood to run continuous from sill plate over rim joist to studs. "L" Bolts to be located down the center of the sill late. Deviation of more than shaped plywood to be placed around upper window and door corners. Minimum Visible Light Transmittance Rating of 0.53. any applicable local codes. A minimum of one (1) smoke detector shall be P provided in bedroom areas and shall be hard wired and battery backup. 1" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" x 20) Three rows of blocking to be installed every 4 along gable rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into The plywood roof is to be nailed into this blocking. 2015 International Residential Code, Design Pressure (DP) rated 6) Contractor to verify all dimensions before starting. place using Simpson Acrylic Tie. for 130 miles per hour 3 second gust 21) All roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) If header sizes are not shown, contractor to contact architect/engineer. 21) Contractor to install damp—proofing or waterproofing on all foundation hurricane ties unless otherwise shown. Hip rafters to be tied to top plate with to achieve a minimum DP rating of 50. walls and footing base that comes in contact with soil. Simpson HCP4 double hi or HCP1.81 (single hi Note that partially PROJECT: 8 Do not scale drawings. Follow dimensions only. p ( p) ( g p)' p y Glazing that receives positive external pressure shall be impact 9 Y 22) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. enclosed structures shall use a Simpson H10 hurricane tie. resistant or protected with an impact resistant covering or 2 9) Contractor to verify to architect/engineer if lead based paint, asbestos, Set rebars into concrete with an embedment of 3" from the top and inside 22) Interior shear walls to be V2" plywood both sides, nailed with Sd nails J" building designed as a partially enclosed structure. 3050 Fairway Residence mold or other hazardous substances are present before starting work. edge and the other bar 3" below the upper unless otherwise shown. O.C. on edges and 6" in field with all edges blocked and nailed unless 10) Any alteration, repair addition or conversion to an existing dwelling 23) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3" otherwise noted. requiring a building permit requiring a building permit requires that all from soil and 4" from outside footing edge unless otherwise shown. 23) All exterior columns to have continuous galvanized metal straps from sleeping rooms in the house be upgraded with hard—wired and interconnected girder below to girder above. Straps to be Simpson CS 16 and connected smoke alarms. 24) (2) #5 rebars to be placed on all four sides of window and door with (11) 10d common nails each end. openings and other large openings. Each end of the #5 rebar to extend 2' 11) Contractor is responsible for all flashings. beyond the opening. 24) Columns resting on concrete to be connected at the base concrete with a 12 Excavations deeper than 5' must be constructed according to OSHA , Simpson Post Base fastener and the top with a Simpson type Post Cap with ) P 9 25) Stepped footing not to exceed 1 vertical for every 2 horizontal. Rebar (12) 10d nails each end. ChutChogue, NY regulations. Soft or sandy soils must have at least a 1:1 slope. Hard or to continue through stepped footings and bent through steps. compact soils must have at least 1:2 slope. 25) Bored or holes or notching in studs shall not exceed 25% of the stud 26) Pilasters to be 12" wide x 4 '2" deep and contain (2) #5 rebars depth. If hole or notch is between 40% and 60°° of the stud depth than the 13) Grade property 5°° in first 10' from the building. Elsewhere the site to vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" stud shall be doubled. DRAWING NAME: be sloped away at 2%. Foundation wall to extend a minimum 8" above grade. off inside edges and hooked back to rebars in footing and upper wall. CONSTRUCTION 14 Under slab areas — after the service lines have been installed, all plastic 26) Contractor verifies that he has reviewed the installation guide for the P 27) All steel columns to be bolted to footings. engineered wood products for this project. DOCUMENTS or copper lines should be properly bedded (clean fill, no rocks) and tested for 27) First floor I joists to have (4) 10d nails installed in its' bottom flange to leaks prior to backfilling. All copper lines should be checked for dents or 28 Steel column to late to be minimum i2" thick and cover all supporting P P PP 9 the double 2x6 sill plate. SPECIFICATIONS abrasions and wrapped in split foam insulation. members. Base plates to be 10" x 10" unless otherwise noted. 15 All trades that are installingpiping under the slab must install color coded 28) When engineered floor I—Joists are used, rim joists to be Timberstrand p p g 29) Concrete slab control joints to be 1/4"' depth of slab and not exceed 1-1/4" LSL rim board or 1 %" Microlam LVL. caution tape 12" above their work. Use red for electric, blue for water, green more than 25' center to center spacing. Joints should be laid out to form for sewer, yellow for gas and orange for phone%able. Mark location of new floor panels as nearly square as possible not exceeding a ratio of 1-1/2 to DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. DRAWN BY: ACV SET: 1. Joints can be either formed, fooled, saw cut or Zipstrip. 16 Copper joints will not be allowed under the slab and must be laced in a CHECKED BY: ACV CD ) PP J p 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat wall manifold. sheets to be used with an overlap of 1'. SCALE: 1/4"=1'-0" SHEET: CURRENT ® • ISSUE DATE: 11-10-2006 NAILING SCHEDULE ADAM C. VOLOSIK ARCHITECT Joint Description Nail Sizes Nail Spacing SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 528 South Harbor Road Southold,NY 11971 ROOF FRAMING =- 631.ao6.2ss7 Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter X 6 TIE @EACH RAFTER IN Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist LIEU OF STRAP. Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap ICE SHIELD UNDERLAYMENT REQUIRED Collar Tie to Rafter (Face-nailed) 2 - 8d per tie Blocking to Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 - 16d each end HURRICANE CLIP 2 TYP. WALL FRAMING To Plate to To Plate Face-nailed 2 - 16d ' per foot I \\�,_ / ALTERNATE POSITION Top Plates at 1 �ersecti�s (Face-nailed) 4 - 16d joi -each side OF HURRICANE CLIP. Stud to Stud (Face-nailed) 2 - 16d 24" o.c. USE SIMPSON H3 Header to Header (Face-nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud Bottom Plate to Floor Joist,Ban djoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot SIMPSON H2 HURRICANE CLIP ST37 METAL STRAP NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ @JACK POST TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48" FLOOR FRAMING NAILS EACH END. ALL SHEATHING EACH END TYP. Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist Bridging to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Toe-nailed) 2 - 8d each end APA RATED PLYWOOD TP Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EXTEND TO TOP OF TOP' PLATE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist P 8d NAILS Band Joist to Joist (End-nailed) 3 - 16d per joist Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot JACK POST. MST27 @ STUDS ROOF SHEATHING W/ (4) 8d NAILS @ 48" O.C. EACH END TYP. Structural Panels 8d 4" o.c* perimeter zone — ---- -- — — Other 6' o.c. edges of panel , 12" o.c. interior FLOOR JOIST of panel Diagonal Board Sheathing \\1__7LYWOOD SHEATHING TO COVER 11$ x 6" or 1 YJx 8" 2 - 8d per support DOUBLE TOP PLATE —/' LAP BOX BEAM - TOP AND BOTTOM 1" x 10" or wider 3 - 8d per support HEADER 2 X 6 @ 16" O.C. CEILING SHEATHING STUDS IMPSON MST27 Gypsum Wallboard 5d 7" edge / 10" field 1 1/2" WIDE - 20 GAGE METAL STRAP @ 48" O.C. WALL SHEATHING MAXIMUM. Structural Panels 8d (see table 3.9) Fiberboard Panels STRAP TO STUD 7 / 16" 6d 3" edge / 6" field W/ (4) 8d NAILS 25 32 8d 3" edge / 6" field OP OF SIMPSON MST27 1 1/2" WIDE FOUNDATION WRAP & NAIL STRAP - 20 GAGE METAL STRAP @ 48" O.C. G 5d 7" ed 10" field (4) 4d NAILS Gypsum Wallboard edge / AROUND SILL PLATE + 12" FROM EACH CORNER WRAP Hardboard 8d (see table 3.9) AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 8d 2 PERMIT SET 02 JANUARY 20199 Particleboard Panels 8d (see table 3.9) NAILS INTO SILL PLATE. 1 PROGRESSSET 06 DECEMBER 2017 Diagonal Board Sheathing No. ISSUANCE DATE 1" x 6" or 1" x 8" 2 - 8d per support - 1" x 10" or wider 3 - 8d per support AIL SHEATHING TO SILL PLATE FLOOR JOIST RELEASES W Dp DDpD"D•D D°Dp'p D�D�D°p D D D d NAILS @ 4" O.C. FLOOR SHEATHING DD DO Dp°•DD D"p DD.'ppD°D D DD°p;,DDDDDD•DDp'D°pDp DVDD.pD^D.Op°pD D apD D°D'D'DD D°pa Dp D D°D0.D p D p°.OV°Dpp DDD DV'DppD•.DDD°D•D.Dpp.p,D.•D O o'Vp D`pD°p OD•D DD°D°D•D.DD°°D D pDGpDpDD•D DD npD•.D DD.°DDD•D D°pOa p ap°Dp D D,D°DD DDDp°D Dpp D D•D.D°D°D•DD0pDp D G�°DD.°!DD '4 p°D°p D Dp DD DaDD.V D•p ap D°D°pDaD DD°pD Dp Vp°p DD ppD.DnDpDaDDD,ppp D.pDpD•D Dp•D DDp.C•DDG'DpDD.Dp D.°Dp•D°ppO.DD°°pD DD DD0 DD•D.ppDD DD°.'•D".°,D°pDp D•Dp.Dp D DDpVpD'DDpD°ODD..DO°'DDD a DpDpDpD•D.Vpp DD.°:.D p'D .Dp Dp paD DD,D DP•DDp.ppDD,'D"apD°o.. popDD D 'D °O D °D SEAL:(2) # 5 REBAR S2 X 6 SILL PLATE p (�F�RED� OqStructural Panels ACQ TREATED. p D• 1" or less 8d 6" edge 12" field D CL " greater than 1J10d 6f edge 6" field p Diagonal Board Sheathing DSEE FOUNDATION DWG. FOR DESIGN 5/8fX 12 ) A.B. @ 48fO.C. 1" x 6" or 1" x 8" 2 8d per support W FENDER WASHER. D DD 1" x 10" or N1der 3 - 8d per support l A D.G DPD D ° 'D• OD.° D • I O D O O D D p D, ° • D DD p D D D,p • D O D ° • D p DD p D ° DD D D ° D • D ° OD D . p ..D. Nailing requirements ore based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed �32427 OQA- 3" on-center at the pcnel edge to obtain higher shear capacities , nailing requirements for structural members shall SECTION DIAGRAM ELEVATION DIAGRAM FNEW'i be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. a, a a a DECAY - SLIGHT , ; a WIND SPEED - 130 MPH a' 'a a SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES PLYWOOD SHEATHING 2 X 6 STUD WALL STA 15-20 GAUGE DESIGN CRITERIA: 100 WSTRAP TO STUD METAL STRAP @48" O.C. / (4) 8d NAILS + 12" FROM EACH CORNER DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME WRAP AROUND SILL PLATE. USE h CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. h 2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE. SILL PLATE PROJECT: 10 0 NAIL SHEATHING TO SILL a a` a 10 0< 30 0 PLATE USING 8d NAILS @ 4" O.C. a a. (2) #5 REBAR CONTINUOUS 3050 Fairway Residence a ERMITE SHIELD AND WINDOWS - GLAZED OPENING GABLE RO❑F-S SILL SEAL. HIP ROOFS 5/8" DIA. x12" A.B. @48" PROVIDE 8d COMMON NAILS @ 4" O.C. O.C. - TYP. +12" FROM GRADE 6" MIN. BELOW 10 10°< 9 S 30 ° �T HIGH PRESSURE ZONE. 0 EACH CORNER. W/ FENDER WASHER. TOP OF CONC. FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING a ala a 6 O.C. AT ALL OTHER PORTIONS F THE THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 ROOF TYP. OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING EXPANSION SEAWATERPROOF ALL L URFACES BELOW 1/2" w TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING (TYP.). C Chutchogue, NY TO WIND ZONE ll, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 10 ( ) o 4" CONC. SLAB h W/6X6 #10/#10 WWM Z PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY DRAWING NAME: A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR °f // CONSTRUCTION OR a 1° 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ._•, a 2 X 4 KEYWAY 8 - QUICK GUARD STORM PANELS. 631 - 287 5330 a a < D , DOCUMENTS OR p pD nD C - PLYWOOD PANELS AS PER CODE NOTE : a = 4 FT. IN ALL CASES (2) #5 REBAR Dpp D_VopD• DD COVER SHEET GABLE ROOFS CONTINUOUS D ° ° PROTECTION DEVICES TO BE 1N ACCORDANCE WITH LARGE MISSILE TEST OF 10 0 -0 <, 45 ° WIND DIAGRAMS ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. X16 PC. FTG. SET ON UNDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES DRAWN BY: ACV SET: FOUNDATION SECTION DIAGRAM CHECKED BY: ACV CD SCALE: 1/411=11-01' SHEET: CURRENT 0 • 3 ' ISSUE DATE: 11-10-2006 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 ------ -' LINE OF EXI T. DRIVE %� TO BE REM VED it 50'-011 h -011 till 70 NEW DRIVE i H T O MATCH EXIST. 2 PERMIT SET 02 JANUARY 2019 t ; i ; 1 1 t I PROGRESS SET 06 DECEMBER 2018 TI f DATE NO. ISSUANCE "J" D _,„ '7 + RELEASES 4,� j' _ t SEAL: 4± -4-1-4-4 OC V + !fit -4- - ` il'4- t J P RO P 0 E3 E D v r t SECOND FL OR Hi. Hi. Hi. 427 A- NEW RENOVATIONTION PROPOSED II I lit i f 1 5 { t 3 i 5 3 € w 1 /, ADDITION E it l l ; ;,rz_. I HIM ! It ► { PROPOSED ADDITION 0 401-011 PROPOSED \ \ _ PROJECT: ,- \ RENOVATION 3050 Fairway Residence 50 1-011 EXIST. _--p 0-0-L ------- �' _ -_- Chutchogue, NY C) (31 DRAWING NAME: SITE PLAN OPTION A DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 3/3211=11-011 SHEET: PROJECT No 11-02 1 ' 0 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 O / O 0 BATH00 0 00 0O 00 2 PERMIT SET 02 JANUARY 2019 1 PROGRESS SET 06 DECEMBER 2018 BEDROOM NO. ISSUANCE DATE RELEASES W.1.C. SEAL: \S�EREDg9 LIVING ROOM KITCHEN Q��QOP C VDD ,yit�< 9�F X324 27 Q`f' REMOVE DOOR OFNEW�� & JAM B BEDROOM r. ENTRY CC O / REMOVE CABINETS 0 & SINK REMOVEDOOR &JAMB BATH ® TO BE DEMOLISHED G PROJECT: 3050 Fairway Residence Cutchogue,NY 1 FIRST FLOOR DEMOLITION PLAN DRAWING NAME: DEMOLITION PLAN DEMOLITION NOTES: 1. ALL DEMOLITION TO BE DONE IN A LOGICL SEQUENCE 2. CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS, WALLS AND ROOF FRAMING DRAWING NUMBER: DRAWN BY: ACV SET: WHILE FRAMING RECONFIGURATION IS UNDERWAY. REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. CHECKED BY: ACV CD 3. CONTRACTOR IS NOT TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS. 4. REMOVE ALL EXISTING GYPSUM WALL BOARD SCALE: 1/4"-1'-0" SHEET: PROJECT No 16-01 1 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 \ REMOVE ROOF / / \ i i \ / REMOVE ROOF ATTIC STORAGE I REMOVE DOOR / REMOVE DOOR &JAMB \ &JAMB W I.C. ' ' 2 PERMIT SET 02 JANUA / / \ REMOVE 1 PROGRESS SET 06 DECEMB FLOOR NO. ISSUANCE DATE REMOVE ROOF \ RELEASES REMOVREMOVEDOOR / ' &JAMB DOOR JAMB SEAL: & JAMB 5/0// ED X q "k R i. BEDROOM BEDROOM p�Fpl?�F?427 OQF- NEW' 0 a REM VEROOF BATH CC / ® TO BE DEMOLISHED PROJECT: 3050 Fairway Residence Cutchogue,NY 1 SECOND FLOOR DEMOLITION PLAN DRAWING NAME: DEMOLITION PLAN DEMOLITION NOTES: 1. ALL DEMOLITION TO BE DONE IN A LOGICL SEQUENCE 2. CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS, WALLS AND ROOF FRAMING DRAWING NUMBER: DRAWN BY: ACV SET: WHILE FRAMING RECONFIGURATION IS UNDERWAY. REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. CHECKED BY: ACV 3. CONTRACTOR IS NOT TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS. ��✓✓ 4. REMOVE ALL EXISTING GYPSUM WALL BOARD SCALE: 1/4"=1'-0" SHEET: PROJECT No 16-01 102 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 1 3.4 4 1/2" 11 3/8" 4 1/2" 1/2" 11.1 '— T-2 1/8I 3'-2 /8" 5'-0 5/8" 3' 2 1/8" T-2 1/8" el i 4"x4"STEEL 4"x4"STEEL COL. Al Al TEP Al Al COL. iv TEP ti 1 SHT STEEL COj `� n 00 Y Al Al � _ (� rA M 4 1/2" 4 1/2"" 0 LU 3'-2 8" 5'-0 5/8" 3'-2 1 � L0 Al `` v Cl) - n o E0 AN � TEP 'X\i _ _ LO 1 Al - o STEP TEP co n LO 1 U' IC N STEP A / _.._......... _.( ) 1-3/4"X 17/8"L i_ ... ... .. -._.-.._ ._ . co 00 6" N Al r H XISTaNG�/VD-€L S— - Al N oo L—_ 2'-91/8" m ... i0 2 �„ I M m 3.0 M I 3/4"X 11 7M"LVI _ % O 00 Q I 1 W N /F1 USH m � M 1 UJ ' OI � 1 a CENTER ON I > ? , m m BATH EXISTING DOORS > oo I 00 LO _ . BEAM TO BE VERIFIED BY ENGINEER I _. LINE OF ti- - - - - - - - - 00 00 _ _-CLG. CHANGE . I _ N X rI D' Cl)1 , o 0O � � Z CV p i it rr�I °° O 1. . � BEDROOM i1 C CATHEDRAL Al r I M transom @ dr co 4"x6"T&G 1 JHITE OAK a0cf, FLOORING Al 00 O I r 2 PERMIT SET 02 JANUARY 2019 `pI aX I N V V I N 1 PROGRESS SET 06 DECEMBER 2018 p--u NO. ISSUANCE DATE KITCHEN - N : • ,`•;: ._. = =BUI TIN j RELEASES --: ; . . LIVING ROOM j _.... r 00 SEAL: 3 1/2" M (4)2„x6"..POST --I TO FOOTIN - - 4'-3 1/ ” 2'-4 1/2" 8'-2" rn � �RED ARC CIL BENCH 8 $ iv N ��� p� J 2X6 n / LO /�� �//AA'' J �� '6UDR7Yi CCI m� CON _ WN C L LA U N W/D OUT 80 -iiq = x _ _ _ __ _ . __ Z DRY G - _ � �� �• _ �� 3 1 l2" � � i O S H W R �' � X3242'1 QQ' � �x 2'-1" O 7'-10 1/2" j M r SCF NEW`t BEAM HANGER CoX 3 1/2" BEDROOMN - (2) 1 3/4"X9 1/2" LVL - / ENTRY ;, ,, - fi / O BUILT IN BENCH I / O TEP i STEP ppj PULL DOWN STAIR 5 1/2" O O 3'-2 1/8" 3'-1 5/8" 3'-105/8" BATH — / 00 \1 5/8" 12'-4 5/8" T5 5 STEP -- COVERED PORCH No.1 RANDOM PATTERN BLUESTONE PAVER 1 3/4"X11 7/8" LVL CONT. ACROSS POSTS 4"x4"STEEL / 4"x4" STEEL_j O COL. COL. w 14'-9 3/8" 6-3 5/8" 0110r Oi BLUESTONE RISERJ PROJECT: w N co O RA 3050 Fairway Residence / L BONG A E j 4' P.C.SLA j M /6X #12/#1 ' (V / c0 3X6$ Chutchogue, NY DRAWING NAME: FIRST FLOOR PLAN OPTION A 22'-11 1/2" p 11O Q�PO h�OV ® NEW CONSTRUCTION — DRAWING NUMBER: DRAWN BY: SET: (2) 1 4'X9 2" LVL-MIN. HEADER U.O.N. CHECKED BY: CD SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-02 2 ,01 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 11 8"-550 TJI'S R.R. @ 16" O.C. EPDM RUBBER R FING OVER TAPERE NSULATION BD. INTERNA ROOF DRAIN 4"x6' MAHOGANY DECKING WHITE AZEK"PREMIER" RAIL F T OF SYSTEM W/CABLERAIL BY FEENEY 7 1/4" W/INTERMEDIATE BALLUSTER 2'-1 3/8"- 5 1/2" EQ 4 1/?" 4 1/2" EQ 3 1/2" 7 5/ ' V-1 5/8" 2"X10" 2"X10" 3'-2 5/8" 5'-0 5/8" 3'-2 5/8" 5'-0 5/8" -2 1/8" T-2 1/8" T-7 1/4" R.R. @ 16"O.C. R.R. @ 16" O.C. 2 3.0 I I I I ROOF DE K O 1 3/4"X 11 7/8" L BAR CL. 4"WHITE�AK FLOORING. AS N 2 x s M STER ATH 00 p `° HIN SET ILE WER CO �X I COX - 1 N C\1 N (3) 2"X10'1 (2) 2 10" M % _ (OX � pwC M N EXIST. ATTIC 0 MASTER BEDROOM 5'-10 1/4" 5'-10 1/4" N VIF NEW ASPHALT O () SHINGLE ROOFING 2 PERMIT SET 02 JANUARY 2019 _.. U . N � 1 PROGRESS SET 06 DECEMBER 2018 co PULL DOWN STAIR N0. ISSUANCE DATE 1 0 WALK-IN-CLO �X 0 X �EmT_ � _ — JN @) -1 RELEASES _...,.__.._..4'.'.WHITE.OAKLOORING _ ... c., U.........._. "4"WHITE OAK FLOORING 0) CU _ 3'- i2° EXIST STAIR N L E E N M SEAL:N A,�QIP VICE.D UA co 040 HALL v NEW ASPHALT SHINGLE ROOFING 4"WHITE OAK FLOORING BEDROOM 4"WHITE OAK FLOORING 3242 0 -BEDROOM -- ccOF NES�I 4"WHITE OAK FLOORING a CL. O X m tV r O O w , ww W � ww ATTIC ch CV w PROJECT: SO// f / �/ I 3050 Fairway Residence 2"X8" ` @ 6" O.C. 0" xi 011 R. 6"O.C. F 16" O.C. J Chutchogue, NY 3'-2" 01 BARN DOOR BY GC DRAWING NAME: ® NEW CONSTRUCTION SECOND FLOOR PLAN (2) 1 4'X9 2" LVL-MIN. HEADER U.O.N. ALTERNATE DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-02 2•2 i ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 PROPOSED CUPULA NEW ASPHALT SHINGLES GC TO VERIFY RIDGE ALIGNMENT %4"X8"AZEK TRIM %4'X6"AZEK TRIM 5/4' "AZEK TRIM OATeH EXIST. W ITE AZEK"PREMIER" "X6"AZEK TRIM NEW ASPHALT SHINGLES R �NPO T SLEEVE OVER OA O 4"X4"ACQ POST O O NEW ASPHALT SHINGLES 5 „Xl WHITE AZEK"PREMIER" AZEK TRIM RAIL SYSTEM W/ CABLERAIL BY FEENEY W/INTERMEDIATE NEW SIDING,TO MATO'I EXIST. m m E m BALLUSTER Al Al Al Al Al Al CE,1) NEWSIDING L OUTDOOR SHOWER CEDAR BOARDS L %4"X8"AZEK TRIM 1 SOUTH ELEVATION • 2 PERMIT SET 02 JANUARY 2019 1 PROGRESS SET 06 DECEMBER 2018 NO. ISSUANCE DATE RELEASES SEAL: aED ARC C Vp�0 Ar I PROPOSED CUPULA 9� 032421 FOP NE�� 5/4'X8"AZEK TRIM %"X6"AZEK TRIM _ H H NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES 5/4"X8"AZEK TRIM 5/4'X10"AZEK TRIM PROJECT: NEW SIDING TOm m �� 3050 Fairway Residence HJ1H \: i\ \ 1 Al Al Al Al / IE7 �7� Chutchogue, NY DRAWING NAME: ELEVATIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 1/4"=1'-0" SHEET: 2 CROSS SECTION WEST ELEVATION 3 , 0 31 PROJECT No 11-02 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806 2537 NEW COPULA NEW ASPHALT SHINGLES �_1�j NEW ASPHALT SHINGLES NEV SIDING LLIJ 1� J %4"::8"AZEK TRIM 5/4"X10"AZEK TRIM TO MATCH EXIST. 5/4'X10"AZEK TRIM EXISTING SIDING EXISTING TRIM FFTO REMAIN TO BE PAINTED HE LLWO O O O \V/ INTEX MILLWORK INTEX MILLWORK CARRIAGE STYE 2 PERMIT SET 02 JANUARY 2019 COLUMN CRE88 COLUMN CRE88 GARAGE DOORS 1 PROGRESSSET 06 DECEMBER 2018 1 NORTH ELEVATION NO. ISSUANCE DATE RELEASES SEAL: ED qAc V040 �w �o (P�qTF 03242' �OP� OF NES 5/4'X8"AZEK TRIM J AZEK RAILING ATTIC SYSTEM 1"X6"T&G AZEK SOFFIT BDS. O J PROJECT: - 4 12 3050 Fairway Residence EXISTING SIDING TO REMAIN UDRM BATH DEN H H o L� Al Al Al Al N Chutchogue, NY 0o ;j DRAWING NAME: ELEVATIONS CRAWL SPACE + 25 EAST ELEVATION DRAWING NUMBER: DRAWN BY: SET: 30 SECTION THRU MUD ROOM CD CHECKED BY: SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-02 3 . 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 ASPHALT SHINGLES OVER 5/8"CDX PLYWOOD ASPHALT SHINGLES OVER 5/8"CDX PLYWOOD j 12 i 4 (2)2"X10" % HEADER 2"X10" RR @ N 16"O.C. o io 00 MASTER BEDROOM BED. HALL Al jd Al Al 1 Al Al Al 1 1 SECTION THRU MASTER BEDROOM No.13 SECTION THRU MASTER BEDROOM No.3 2 PERMIT SET 02 JANUARY 2019 t PROGRESS SET 06 DECEMBER 2018 N0. ISSUANCE DATE RELEASES SEAL: ,��RED AqC C. vo<o ti's Q 0 03242' o 0 NES ASPHALT SHINGLES / / � F � OVER 5/8"CDX PLYWOOD i io ti PDM RUBBER OOFING MASTE BEDROOM OVERT ERED INSULA ION BD. PROJECT: -- - - _ — 3050 Fairway Residence Al Al Al 1 q cr, o � j [E O M TT 1 1,IFO iD 1 Al 1 Chutchogue, NY DRAWING NAME: SECTIONS Li 1 DRAWING NUMBER: 2 ■ SECTION THRU MASTER BEDROOM No.2 SEC THRU BEDROOM DRAWN BY: SET: �t ■ CHECKED BY: CD SCALE: SHEET: PROJECT No 11-02 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 EPDM RUBBER ROOFING OVER"' RECOVERY BD. OVER TAPERED INSULATION BD. OVER"' PLYWD. SUBFLOOR METAL DRIP CAP FLASHING o X w AZEK TRIM AZEK TRIM = Q zo ifl rn rn M FLUSH HEADER M FADER pp (V 00 N r - r N to N LO TRANSOM TRANSOM co Co M M r ' O i (V CV N N N CV N r r- FRENCH DOOR FRENCH DOOR 0 0 a� 2 PERMIT SET 02 JANUARY 2019 1 PROGRESS SET 06 DECEMBER 2018 NO. ISSUANCE DATE RELEASES SEAL: 00 00 0 0 C:) C.VU0AC '�i co �� �P��M <OS m ,w _ I ��l 032421 OF NEW 4"WD.FLOORING 4"WD.FLOORING OVER 4' PLYWD. SUB-FLOOR OVER 4" PLYWD. SUB-FLOOR aa�d0 a BLUESTONE TREAD BLUESTONE TREAD FLOOR JOIST FLOOR JOIST PROJECT: BRICK RISERS BRICK RISERS XXA FLASHING AS REQ'D FLASHING AS REO'D 3050 Fairway Residence KXX KXX KXX Chutchogue, NY DRAWING NAME: WALL SECTIONS DRAWING NUMBER: DRAWN BY: SET: WALL SECTION THRU DINING ROOM25WALL SECTION THRU DEN CHECKED BY: CD SCALE: 1 1/2"=1'-O" SHEET: PROJECT No 11-02 14 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 F631.1 806.2537 3.4 0 STEP 3 s QUAD RECEPTACLE oEl F2 RECEPTACLE F2 SWITCH DINING ROOM DI SWITCH W/ DIMMER J STEP F2 F2 STEP F3 S 3 JUNCTION BOX STEP LJ 01 RECCESSED LIGHT m SP SPK 2 WALL MNTD LIGHT , SP SPK 3.O 33 WP F3 © CABLE EA CL, 3 cn SPK SPEAKER BATH D ) PHONE 2 DD 3.4 00 O F2 I �, O 1tN BEDROOM F2 SP SPK I I FI W.I.C. P R 2 PERMIT SET 02 JANUARY 2019 LIVING ROOM KITCHEN O M F3 1 PROGRESS SET 06DECEMBER 2018 NO. ISSUANCE DATE m m RELEASES -o v SEAL: -- v C'S� D � L CL OUT r L— - SHWR 1014 3 3 /2., F2 9�� 032421 �OP� BEDROOM _ ��NEIN ENTRY DTEP S EP_ F D 51/2"' F2 BATH T-21/8" 3'-15/8" 3'-1 5/8" 1'-5 5/8" 1'-5 5/8" F2 F2 2 12' 4 5/8" STEP COVERED PORCH Nal I� iw � w iw w F F w PROJECT: 1 FIRST FLOOR ELECTRICAL PLAN RA 1/., -1'-D" L B ON G A E 3050 Fairway Residence 4' P.C.SLA /6X #1241 0 8 3X6 LIGHT FIXTURE SCHEDULE Chutchogue, NY No. DESCRIPTION MANUFACTURER No. LAMP REMARKS 6"RECESSED LIGHTOLIER AIR SEAL DRAWING NAME: F1 CEILING FINISH: WHITE ELECTRICAL 4"RECESSED LIGHTOLIER FIRST FLOOR F2 CEILING FINISH: WHITE 'WALL MOUNTED BY OWNER F3 DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV E SCALE: 1/4"=11-011 SHEET: PROJECT No 11-02 1 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road e Southold,NY 11971 631.806.2537 QUAD RECEPTACLE RECEPTACLE SWITCH D SWITCH W/ DIMMER F T OF JUNCTION BOX O RECCESSED LIGHT WALL MNTD LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.0 © CABLE SPK SPEAKER ROOF DECK PHONE F3 F3 F3 F3 f, BAR CL. MASTER BATH s F F3 4 F EXIST. ATTIC MASTER BEDROOM 2 PERMIT SET 02 JANUARY 2019 SD CO _ _ _ _ 1 PROGRESS SET 06 DECEMBER 2018 NO. ISSUANCE DATE WALK-IN- LO�ET_ _ J RELEASES OS IVITCH J E 0 T. STAIR N L ERED -- SEAL: ,SEI ED 4 C. Vp� Cy�� SD HALL BEDROOM 2421 �OP� OF NEW BEDROOM 0 _ O CL. ON:XxX!��o O ct - Ww WA w , ATTIC w N PROJECT: 1 FIRST FLOOR ELECTRI L PLAN 3050 Fairway Residence i LIGHT FIXTURE SCHEDULE Chutchoguc, NY No. DESCRIPTION MANUFACTURER No. LAMP REMARKS 6"RECESSED LIGHTOLIER AIR SEAL DRAWING NAME: F1 CEILING FINISH: WHITE ELECTRICAL 4"RECESSED LIGHTOLIER F2 CEILING SECOND FLOOR FINISH: WHITE WALL MOUNTED BY OWNER F3 DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV E SCALE: 1�4'=1'-O SHEET: PROJECT No 11-02 1 *2