The URL can be used to link to this page

Home My WebLink About43486-Z �sUF 'tc Town of Southold 8/23/2019 LIZ0 P.O.Box 1179 o .cr 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40655 r Date: 8/23/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 315 Harbor Lights Dr. Southold SCTM#: 473889 Sec/Block/Lot: 71.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/7/2019 pursuant to which Building Permit No. 43486 dated 2/19/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SECOND STORY COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Graham,Lesley of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0014 08-02-2019 ELECTRICAL CERTIFICATE NO. 43486 06-12-2019 PLUMBERS CERTIFICATION DATED 05-24-2019 Brad Piyfuch u o ed Signature �o�svFFot,r�oTOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 43486 Date: 2/19/2019 Permission is hereby granted to: Graham, Lesley 46 Franklin Ct Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 315 Harbor Lights Dr. Southold SCTM # 473889 Sec/Block/Lot# 71.-2-5 Pursuant to application dated 2/7/2019 and approved by the Building Inspector. To expire on 8/20/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $384.40 CO -ADDITION TO DWELLING $50.00 Total: $434.40 Buidi sISector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 71--t L New Construction: tt Old or Pre-existing Building: x (check one) Location of Property: � 6� ttAra ` U D"�,t House No. Street Hamlet Owner or Owners of Property: 1J6�Q� Suffolk County Tax Map No 1000, Section it Block Lot Subdivision Filed Map. Lot: Permit No. t Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ qAApphcka=ut`Seignna� ture Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CO- P.O.Box 1179 Southold,NY 11971-0959 �� roper.rich ert(a�town.southoId.ny.us ® .�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Graham Address: 315 Harbor Lights Drive city Southold st: New York zip: 11971 Building Permit* 43486 Section: 71 Block- 2 Lot. 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches I Twist Lock Exit Fixtures TVSS Other Equipment- 1- Bath Fan. Notes. Inspector Signature: �.-� Date: June 12, 2019 T 0-Cert Electrical Compliance Form.xls oep Town Hall Annex Telephone'(01)-763-1$0 54375 Main Road Fax(631176$-q5131 P.O.Box 1179 Southold,New York 11971-0959 �CO ' BUILDING DEPARTMENT TOWN—OF S®g7MOLD MAY 2 4 20 -CEItTI11ICA:TION - Date: Building Permit No. Owner: GrahaM = _ (Please print) Plumber: P;e-Cul,h - - (Please print) I certify that the solder used in the water supply system contains less-th_ an_ 2/10 of 1 lead. - (PAnbers Signature) _ Sworn to before me this = day of 20 1 _ - nP ,4 Notary Public, Countyy T&CEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2AAZ OFSOUI # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PL13G. [ ] F NDATION 2ND ULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: �V-L_ DATE INSPECTOR OrIfso 9 hod o� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [v FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EkOECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: _ �✓ GAAuilk DATE ?✓' INSPECTOR OF 50UTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. �f [ ] 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 `Z INSPECTOR �r y Of SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] - ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: JFx Eot 76awl.... DATE I INSPECTOR �IT-011)JI OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `SCO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY= [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR-j- 3 t, a.� � a y y tTj C y CD CD O omr � � a c ■ ■■a■ ■arta - W I 1/// 1//I ' ,� ■■■ fia am fill 0 r (7 1 A 0 Pontino, Susan From: Rachel Terry <rachel@nfwoodworks.com> Sent: Tuesday,August 20, 2019 2:57 PM To: Jarski,John; Pontino, Susan Cc: Rachel; Shane Burgher Subject: BP #43486 Hi John and Sue, This is in regards to: Building Permit#43486, the Graham residence 315 Harbor Lights Drive Southold, The final(03) items needing attention before C of O were: Final health dept survey which I will drop off to you tomorrow. Pictures of the pool barrier repaired Rear deck rails. Please let me know if you need any further photos. Thank You in advance, Rachel Begin forwarded message: From: Rachel <rachel t04(@-yahoo.com> Date: August 20, 2019 at 2:54:11 PM EDT To: rachel(d)-nMoodworks.com 1 y FIELD INSPECTION REPORT DATE COMMENTS• FOUNDATION(1ST) !oq, � 'FOUNDATION (2ND) z- � �f& x (�1 c C ROUGH FRAMING& PLUMBING INSULATION PER N.Y; H STATE ENERGY CODE (� l em FINAL ADDITIONAL COMMENTS 10 4 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 2 )1 Flood Permit Examined ,201 Singl D0e&Separate ® IE71 Truss Identification Form Storm-Water Assessment Form F E B - 7 2019 Contact: Approved 20_ Mail to: 1 * uy �� Disapproved a/cIJ ,Dil;- E `ft ° TOWNG UGll Phone:��✓��" Expiration ,20 B ector APPLICATION FOR BUILDING PERMIT ' Date— 20j INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. I - e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within,12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,I"ing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 1 v&- Lz �,/4'> - (Mailing address of applicant) Statewhetfil applicant is owner, lessee, agen, archite engineer,general contractor, electrician,plumber or builder Name of owner of premises�'�j�. ,`(As on the tax roll or latest-deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. �-WM �i�NNW,, Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block '2 Lot Subdivision V h�&R, Filed Map No. ' (o 1 Lot '4-5 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy St l yr'q' ,lSY�1i 1.j Vwa-L4Nxe k Cg4zA1� . b. Intended use and occupancy 'l,ea�& /,Zap _ 3. Nature of work(check which applicable):New Building Addition Alteration >< Repair Removal X Demolition Other Work .� Gi�� Exk51wro 1�- (Description) 4. Estimated CostGl_ � � Js a 06,be paid on filing this application) 5. If dwelling,number of dwelling units !. ? ; Number of dwellingzunits on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. L 7. Dimensions o existing structures,if any: Front Gob ' Rear, cA;' Depth ..5 Height �5 Number of Stories Dimensions of s me structure with alterations or additions: Front �a�a� Rear Depth 5�ara° ' Height 331 Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front low Rear 100 Depth QOQ—e� 10.Date of Purchase le) W-,o Name of Former Owner. 11. Zone or use district in which premises are situated V'$C> W'wC-2WrpRMl, i.e' W"ao !;;F. 1 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13.Will lot be re-graded?YES NO_Will excess fill be removed from premises?YES X NO 41d fizzrsNlr—U 14.Names of Owner of remises Uf>LIEM Address %�AC'N, . Phone N�1kA` 33� Name of Architect ��ZIF� W Address UCwrm, 312 hone N41-51 - 55E3 Name of Contractor WRAk, C WVD WiZ1G1%Address 6T Phone No 2 ,KY, 15,1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES >< NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.' b.Is this property within 300 feet of a tidal wetland? *YES >< NO *.IF YES,D.E.C.PERMITS MAY BE REQUIRED �, 7 WAUI<4 �� RIS,i of►aow-�utztis�l5 �� Iwuh 1J.'U'. 1pit'&. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. , 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO X. IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Mcft� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to�before me this day of YI.(Gt 20 09 Al 1fi EY L. DWYE Si ature of Applicant Notary Public NOTARY PUBLIC,STATE OF NEW YORK pp NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION-EXPIRES JUNE 30,2P-aR Now York State Depsalment of EnvaronmentaO Conservation Building 40-SUNYi Stony Brook.New York 11790-2356 Telephone(616)444-0336 Facsimile (616)44"373 .t�.Cahlll �oea�_�ssta�?�r Letter- of Man 0urisdicf ion m Tidal Wetlands February lo, '1999 Ms.a Lisa McElroy P- Oa -Box 750 Southold, MY 11971 Res 1-4738®021.55/00001 - McElroy Property 31.5 Harbor Lights Drive, Southold, MY 11971 SCTM 1000©71-2-5 Dear Ms. McElroy, Based an the information you have submitted, the New York State Department of Environmental. Conservation has determined that The property landward 69 the timber bulkhead greater than 100 Leet in length, constructed prior to august 20, 1977 as shown on NYSDEC Tidal Retland Map Number 718-546 dated October 1974 is beyond the jurisdiction of .article 25 Tidal Wetlands Terefore, in accordance With the current Tidal Wetlands Land Use Regulations (6K1rCRR Part 661) no- permit is required under the, Tidal Wetlands Act. . Tease be advised, however, that no construction, sedimentations 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 necessary precautions are tauten to prevent any sedimentation or other alteration or disturbance leo' the ground surface or vegata:ion within Tidal. Wetlands 'Jurisdiction which may result- from your -project. Such precautions may include maintaining adequate work area between the tidal wetland juri.sdictiohal boundary and your Project (i.e. a 152 to 20' wide c®nstructi on area) or arecti.ng a t eMPOra.ry :EeY10e, barrier, or hay bale be.=M. Please be further advised that tixi.s letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. sincerely, 1 Mart Ca Carrara Permit Administrator cca Proper-T Permit Services � File � ,r4 Scott A: Russell �0 '� S'1t'OWWWAs."IC EIK SUPERVISOR - �,j MANAGEMENT SOUrHOLD TOWN HALL-P.O.Box-1179 P8 SMS Main Road-SOUTHOLD,NEW YORK 11971 @T 'Town of Southold, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB 11 RECD ( TO BE COMPLETED BY THE APPLICANT ) E — DOES TMS PROJECT INVOLVE Avff OF TM EOLWIVING: __7 7� Yes No CHECK ALL THAT APPLY1 ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00 B: Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1 ❑®,C. Site preparation on slopes which exceed 10 feet vertical rise to ? 100 feet of horizontal distance. i! ❑[ D. Site preparation*within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ; t ❑El E. Site preparation within the one-hundred-year f loodplain as depicted i on .FIRM Map of any watercourse. I ®❑ F. Installation of--new or resurfaced impervious surfaces of 1,000 square f' �R® iYotfi feet or more, unless prior approval of a Stormwater Management N y�,j ,4ntrol Plan was received by the Town and the proposal includes bom in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,,STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YBS to one or more of the above,please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department with your Building Permit Application. �i _ ____ _____.—._....._....________-.____.________. S.C.T.IVI. ": 1000 Date:1 APPUCANT• Tropem"(honer. Proresiona gent,Contractor.Othrrt z Mtrwt It NAME (MCtA if Ei, Section BlocL tai " FOR BUILDINGARTIlr1E� NT USE ONLY'"'" '! Contact lniormalrm Reviewed By- i ' — — — — — — — — — — — — — — — — Date: — w !; Properly Address/Location of Construction Work: I ! 3f — — — — — — — — — _ _ _ — — — $ i Approved ror processing Building Permil. i ��S `� � ,i ❑ Stormti%ater Management Control Plan Not Required. Stormi ater Management Control Plan is Required � ( ; a �tFonnvard to Engineering Department for Review) FORM SMCP-TOS M AY 2014 APPLICANT: S.C.T.M."; 1000 (Property owner, Ageat,(AntrActor,Other) --�-- oak CHAPTER 236 AvtvfstonA ` 2 5 Stormwater Management-Control Plan CHECK LIST ML•': ( t -, W� section Block Lot S M C P -Plan Requirements: Provtde ONE copy of the Building Permit Application. Pk—Prim �,�` .� � Dat �� _ �k The applicant must provide a Complete Explanation and/or Reason for not providing urc _ r �� "`fit all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item; Please Provide Justification Here! show all of the following items: If you need additional room for,explanattons, Please Provide additional Paper. a. Location& Description of Property Boundaries DRAINAGE INSPECTIONS ARE RCQUIRFn b. Total Site Acreage. c. Existing- Natural & Man Made,Features within 500 L.F. Backfill. OR 14014"le PP9,AeeF4GeFVfieaV0n of the Site Boundary asrequired by §236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. that the drainage has been installed to Code. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 7 1, azvoQ Js �i 0..WA_Tt0NrC_7 A g. Location of all existing& proposed structures, roads, driveways,sidewalks;drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Ar•ea(s). I. Location of proposed concrete washout area(s). 1 ��,, N©C�rMC7. 0 i M. Local loll of alt ro Bed ei oslon&sediment control measures 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are stied to capture,store,and infiltrate ERdSION &SEDIMENT CONTROLS on-site the run-off from all impervious surfaces generated ba a two(21 inch rainfall/storm event. -;half inrlufip hiat-not be limited to: 3. Details&Sectional Drawings for storalwater practices are required for approval. ; Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. Seedh ig of exposed a,id�op in ' b. Construction Entrance&Site Access. FEB c. Inlet Drainage'Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) AQ *"* FOR ENGINEERI DEPARTMENT 4USE ONLY**"" IAdditional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. C ! ® Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department.! FORM SWCP Check List-TOS MAY 2014 � FF�KC BUILDING DEPARTMENT- Electrical Inspector Qi TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertCcDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VF)-n+ Date: �- r3 Company Name: E r C Name: VC--1T-1+ License No.: 31011 - me- email: lah as Address: r ,r?D SouT Phone No.: 623 - r7&,r>--I V JOB SITE INFORMATION: (All Information Required) Name: G Q Address: 3 f 44460n DA SO t'TQ0QC> Cross Street: Phone No.: 631 _ 918 -'7q ao Bldg.Permit#: email: Tax Map District: 1000 Section: -7 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /02 — 9 jD CA�q/T - -- - - - -- ------ - -- - --- ---- ----- -- --------- ��®rro� -- 3� Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph. Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -ryil PAYMENT DUE WITH APPLICATION G`_ Request for Inspection FormAs bQ� Town Hall Annex r�� t Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 i Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE_OF UTILIZATION OP TRUSS TYPE CONSTRUCTION._PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: � 'U_IA'vWrr:57 DqZ`�,Z Lo Please take notice that the (check applicable line): New commercial or residential structure �><,_ Addition to existing commercial o residential tructure Rehabilitation to an existing commercial or residential structure a to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flo rand roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD LOT 45 AS SHOWN ON MAP OF HARBOR LIGHTS ESTATES, SECTION TWO FILED: JULY 26, 1966: FILE No. 4661 - TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 100-71-2-5 AREA = 20,000 SF. ' SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVE) 4s"10 jr'� ELEVATIONS SHOWN THUS .�'r V� FEMA: �4 L 1� TOWN OF SOUTHOLD No. 360813 CJ MAP NUMBER 36103CO167H \ 61. 700 '70 b moo TjHo •OQ• .F =VAll O�C� Q� h IV B ro Usk. o \ yF40 ®POOL 69 b• 0\�� EQUIP. 6 •0 SPA gh) LOT 44 �Q) 19 A m d` O 6 `p• 36e .? h io '4 O• o � SHOWER - ls 0• ~ of OFC`O Se - J9r pts=® l j92 9p, O CFap�<RFSY ti tJQ� ?�4 j Iry -9.8�2p� W 000 !4S ?e 0 Ile h ti LOT 46 2� \ lu 00 , POLE ?' m O STONE COLUMN Oy0 time 0 0�C0 4• � 1j, � Foc .61. �QO' - 0 a, F OPa OS, A 9 co, , 0 hj 6 h0 I00 POLE�00' moo• o E�, �AS, ��Pv ARy'4 y0 n O 050782 J�J SAND S SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED PATCH 0 G U E NY 11772 OR EMBOSSED SEAL LL NOT BETO BE A VAL GUARANTEES OR CERT�IF CATIO S IIND CATIED HEREON SHALL RUN TRUE ONLY CTOO Y PHONE 631-294-6965 THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 631-627-3186 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION P A U L B A R Y L S K I G Y A H O O.C O M GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. - JANUARY 9. 2019 3479 U� l N.Y.S. DEC NOTES: "LETTER OF NON—JURISDICTION" DRAWING TITLE: (BEHIND FUNCTIONAL BULKHEAD GREATER THAN 100' LONG CONSTRUCTED PRIOR TO AUGUST 20, 1911) SITE PLAN FEMA NOTES: HOUSE IS IN FEMA ZONE: X FLOOD INSURANCE RATE MAP MAP NO. 36103COIL1 H SOUTHOLD TRUSTEE NOTES: .w NEW 2ND FLOOR ADDITION IS BEING JOB: CONSTRUCTED OVER EXISTING BUILDING FOOTPRINT, (NO SOUTHOLD TRUSTEE PERMIT REQUIRED) GRAHAM SANITARY SYSTEM IS PROPOSED RESIDENCE PROPERTY OWNER: ` LESLEY GRAHAM 315 HARBOR LIGHTS DRIVE SOUTHOLD. NY 315 HARBOR LIGHTS DRIVE BAYVIEW/ SOUTHOLD TOWN OF SOUTHOLD TOWN OF SOUTHOLD SCTMS 1000-11-02-05 SUFFOLK COUNTY, NEW YORK SURVEY INFORMATION: ARCHITECT: PAUL BARYLSKI LAND SURVEYOR PATCHOGUE, NY 11112 ; PHONE 631 294-6985 FREDERICK R. WEBER SURVEYED JANUARY 9, 2019 41 EAST MAPLE ROAD ELEVATIONS ARE NAVD 1988 GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 11916 SURVEY OF LOT 45 MAP OF HARBOR LIGHTS ESTATES TEL 631 154-5555 SECTION TWO, SITUATED AT BAYVIEW rweberarchitect9phoo.com F, FILED JULY 26, 1966 MAP No. •4681 SEAL:SCTE' LOT MAREA:IOI000 S.F. �'�C GK c ZONING: R-40 o F w (NON—CONFORMING LOT 20,000— 39,999 SF) k t ,4 O : F. i YARDS: (PRINCIPAL) EROSION &SEDIMENT CONTROLS FRONT 40' Shall include bort not be limited to: =4 SIDE (ONE): A well maintained Construction Entrance, SIDE (BOTH):: iid 35' -�' LU REAR: 50' Wire Backed Silt Fencing, stabilization & = Seeding of exposed and/or inactive soils. HEIGHT (MAX.): 35', (2 1/2) STORIES Q LOT COVERAGE (MAX.): 20% DRAINAGE INSPECTIONS ARE REQUIRED ; Contact TOS Engineering at 765-1560 before ;y Backfill, OR Provide Engineer's Certification REV.: Y, LOT COVERAGE: 4tEatthe drainage has been installed to Code. < DATE: FEB 6; 2019 °t EXISTING HOUSE: 1910 SFR SCALE: In = 20' E EXISTING GARAGE: 490 SF EXISTING SCREEN PORCH: 246 SF JOB NO: w201106 ' EXISTING FRONT PORCH: 112 SF EXISTING SIDE STOOP: 32 SF Q TOTAL HOUSE STRUCTURE: 2190 SF DRAWING NO. ti Z EXISTING REAR DECK: 232 SF EXISTING POOL (37'x16.5'): 610 SF TOTAL: 3632 SF 3632 SF / 20,000 SF = 18.2% Al APPROVAL OF STORMWATER MANAGEMENT -s CONTRO4b : T Code a r 236 Date• 2 OF A5 Approve t %5 iu 1 Q 1 " PLOW z > i; SLOPE _ Z: 1 CROSS SECTION . RAINAGE RING SILT FENCE DETAIL •,r, S 640 05' 10" 100.00' FLOATING CANAL DOCK SOUTHOL BAY (Beyond) ~ BULKHEAD DOCK 05 O ' LOT -f5 O Sdt Fence O N O -� O y' LOT 4-4 Z Existing Lawn .i LOT -4� W (No New Clearing) 6 W ` Y h ! U z El J C' Q z Z Y E=xisting Single Z EXISTING FamiPublic Dwelling EXISTING SEPTIC Z in POOL TANK w/ Water O a D2 i 100' SETBA K ✓ I'R�JPOS �. EXIa�T NG .�-XTARY �:. 2ND• FLOORM NOTE: SYSTEM LOCATION r, ----�`�, EXISTING I APPROVED BY SCDHS N DECK 14.3' 1 11.81 RIO-98-0129 AUG 2 2000 D3 1 ,• i yC,0 (WITH PORCH ( IN-GROUND 2ND0 0 4. :.x •:.:. XISTIPOOL AS SHOWN) ADDITION E:XISTINCT•�"•��••`� • . 111 Outdoor �, . 2-STORY PORCH CHING Shower DWELLINCO G 8' 3'� POOL00n FERANE S uJ Generator (6) BE 00115___ .er 15.0 ® W/ I N• 4' = • O FF EL 12.0' EXIS 3 CE Ex Ln �, _,_�_' GAR E N C', } W ' EL 10.4' N Driveway it W r --_-__ I4 5, r; EX. ORCH _ (Pavers) O Lo Ln r, - SEPTIC -'"� Ln TANK - . St lei - ° Z I ;O; T psoal i _ N " i P o ane o c. o' t�� Belgian�� Tan °' ;j EXP _ Block N EXIStit1g i ,,, o Curbing rn - - - Test , Public tea, ;,, - # EXP:NEW AN RY Hole 2 1 Water SYS EM "B°Cd W _ LEACHING est ------ ----- --- P00 S �� ole �I N 6410 05' 10" UJ 100.00' Qo�, 100.00' QO01 OVERHEAD ELECTRICAL Existing Drivewag to be Construction Entrance HARBOR LIGHTS DRIVE Existing Single Existing Single l=amp Dwelling l=amp Dwelling w/ Public Water w/ Public Water TED _ ^" ' . .... ............... . . ... ...... ................... ....... ... ... ..... ........... .... ... .... . ... .. .... ........... . 5 44° 05 10` FLOAnNG 100.00, CANAL D= SOUTHOL BAY (Begond) BULKHEAD * N.Y.S. DEC NOTES: SUMLIC Couid'1'Y DEPARTYIENT OF HEALTH SERVICES a a � "LETTER(BEHIND FUNCC NNON-JURISDICTION' PROPOSED TIONAL BULKHEAD GREATER THAN 100' LONG CONSTRUCTED PRIOR TO AUGUST 20.1911) PERMIT Fon APPROVAL Or CONSTRUCTION FOR A DRAINAGE: SINGLI_ FAIuvi P. UIDENCE ONLY Drainage x 4' High � FEMA NOTES: DI Drainage Ring ;, HOUSE IS IN FEMA ZONE: X FEB 0 6 2019 D2 6'0 x 5' High orp MAFLOOD INSURANCE RATE MAP DATE 1.1 REF. NO. � � � Drainage Ring =� LOT 45 ^ O 6'� x 4' High q) SOUTHOLD TRUSTEE NOTES: APPicGVUD D3 Drainage Ring tV O NEW 2ND FLOOR ADDITION 15 BEING �VR A4�ti1.1i111 W1° Bmnowas ry O CONSTRUCTED OVER EXISTING BUILDING FOOTPRINT. D4 8'� x S' High c e+ tV (NO SOUTHOLD TRUSTEE PERMIT REQUIRED) Drainage Ring LOT 44 LOT 46 NEW SANITARY SYSTEM 15 PROPOSED EXPIRES THREE YEARIS [=`FZO1 q DUE OF APPROVALa r _..,...e. _ .e...,.�e....�mr..•. Y O h 4 PROPERTY OWNER: Z >< Existing Single LESLEY GRAHAM o FEXISTING FamlI Dwelling . ............ ........ ............................ ... ........... ... .. .................... . .. .. . . ........................... .. . EXISTING SEPTIC a 315 HARBOR LIGHTS DRIVE ce POOL TANK w/ Public Water -. TOWN OF SOUTHOLD TEST HOLE DATA 41 TEST HOLE DATA #2 / ° °Z} SUFFOLK COUNTY, NEW YORK (El +8.5' t) (McDonald GeoScience, Mag S. 2012) 100' SETS K ,'{ SURVEY INFORMATION: Dark Brown lEl +9.1' t) •PROPOS • °' EXIT NG S' ,8f1 I ARY_.w PAUL BARYL5K1 LAND SURVEYOR Dark Braun Loam OL 1' Sandy Loam CIL o.5' --- 2ND FLOOR M "A NOTE: SYSTEM LOCATION PATCHOGUE. NY 11112 EXISTING APPROVED BY SCDHS PHONE 631 294-6985 Broom Loam Sand SM DEC);,,, ` SURVEYED JANUARY 9. 2019 Losing N - DECK 14.3' i 11.9' 3' Braun Clageg Sand SC (Dg) ,; 0. RIO-98-0129, AUG 2, 2000 ELEVATIONS ARE NAVD 1988 Pale Braun Fine Sand SP 6, --- 2ND - . POOL AS SHO(WITH PORCH WN)-GROUND ADDTITI• SURVEY OF LOT 45 IO N =�,- EXISTING ASTI EXI G Brown Slltg Sand 5M % 2-STORY PORCH CHIN MAP OF HARBOR LIGHTS ESTATES 62' ___ Water in Pale Brown 8' --- Brown Fine Sand 5P ,p SECTION TWO. SITUATED AT BAYVIEW Fine Sand SP 8,2• a' 3.9 POOLS 9' (EI +0.3' t) Existing Single _- DWELLING Co FILED JULY 26, 1966 MAP No. 4681 Famil Dwelling = =_ (6) BE OOM� Water in Pale Brown Water in Braun Fine Sand lu 1 --- - --- SCTM# 1000-11-2-5 Sandy Silt ML (EI +1.5' t) W/ Public Water t, 15.0' W/ N� EXIS 4 LOT AREA: 20,000 S.F. J basting FEL I2.o' o ___ I6' ID g ,I GELRI .4' Driveiva P V@rs)o' O Water in Pale Brown 11 `l' Is. ry EX. CH Siltg Sand SM 10 �c iii s I IA 1 J ~~ G19 � The existing sanitar systegn has been eertifie� �,� 5 i1°'; °' '4, SEPTIC ,lol') " ca' CDS Inspection =�" gas acceptable by a�i ensed design professionals �, i� TANK �� `tl - ® 22' n. ' I ee �� For ��iry stem P Water in Brown Fine i i0i N 25' Im- to Medium Sand SP This approval make nQ representati®n®n the „ CPN l♦I I a °' Ig part®f the Depart>rn .nt as t® into �f the � T Cr i � O ,EXP; slack t� qty 1 Ewsting I U ,,,,, o &--Block a� y Health Department 4 °� , sTeas Pu611c NEW ANITARY SANITARY SYSTEM e gdHgg g gay Sy5ten1" �i Hole tt2 I c' f Epp• ITg ) 4 e^*� EXISTING SANITARY SYSTEM 'A" TO REMAIN. ! Water I 9 }��t APPROVED FOR A MAXIMUM OF 4 BEDROOMS L______�z_ ____1__LEAC ING SYS EM "B°a� est �f� �"i Ll SCDHS REF. NO.: RIO-98-0129. AUG 2. 2000 I P00 S ole 91 PROVIDE NEW SANITARY SYSTEM "B" FOR AN 100.00' N L4° 05' 0. W 100.00, 100.00' 39 ADDITIONAL (3) BEDROOMS (MAXIMUM TOTAL OF (1) BEDROOMS) • OEno oFcnzicAL e M C0 1000 GAL. SEPTIC TANK (TRAFFIC BEARING) W/ C.I. COVER TO GRADE (5) 8'0 x 2' DEEP LEACHING POOLS W/. TRAFFIC BEARING COVERS HARBOR LIGHTS DRIVE �IT� PLANN°��N 0 EI 42.01 I" = 30'—O" W C.I. COVER CO EI +10.1' TO GRADE I' MIN. 1/4' Per Ft EI +9.1' 2' MAX. 1/8" Per Ft , `G �� (Min. Pitch) // K (�• �` Q EXIST NG liuii (Min. Pitch) Existing Single a�r. � L� j, Existing Single INVERT Famlly Dwellin / o a' Famlly Dwelling QC BASE ENT EL +a.0' 1000 GAL. INVERT INVERT DISTRIBUTION (4) LEACHING o g I 4V SEPTIC TANK EL +1.5' EL +i.0' POOL (8'��@7 POOLS (8' x2') it w/ Public Water �r= t r W w/ Public Water W LL S-0. a'-O• Revised: January 24. 2019 MINIMUM DISTANCE HIGHEST EXPECTED FREDERICK WEBER, ARCHITECT ---------------------GROUND WATER-� --GROUND WATER, EL +1.5' 7g`SB �� I EAST MAPLE ROAD, EL O'-0• Tj9 OFN�N�O GREENLAWN, NY 11-140 Q -------------------------- -• (6311 X54-5555 Z EMAIL: Pweberarchitect9gahoo.com NYS LIC. 4 15568 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD ' LOT 45 AS SHOWN ON �� 1 .�4! MAP OF HARBOR LIGHTS ESTATES, SECTION TWO a� "��iFPS FILED: JULY 26, 1966: FILE- No. 4681 ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ° ' S.C.T.M. # 188-71-2-5 � AREA = 20,000 SF. a SCALE: 1"=30' NOTE. THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVD ELEVATIONS SHOWN THUS FEMA: I I — ��Q TOWN OF SOUTHOLD No. 360813 1" MAP NUMBER 36103CO167H \ S WATER SERVICE AND 6510 SANITARY LOCATION BY OTHERS F 100 0S,10,, .'00, e C�- 4� 0. 8 Z°NF\ Z \ ?POOL EQUIP. 60 SPA ,4Q ro 0� 0� btu LOT 44 �OA. ^ �9 m 'tit° 960 ti�. 40 NO DECK Z� N ABOVE SEPTIC C , COVER SHOW ER� 2T. .... _ CJ.01 °� pFC� 18.6' CESSPOOLS _ to Se 1,91 ! .......`13. 0. , to 42 AC UNITSCF��O FF�<�F o�4O ee z�' h oo' IL l/ o pp r2 f o 0 � L O T 46 � tim2 44 3r gym• t�`i A.3. - \ vuP6 :'.+ '';?.t` s ' {^ .R"'• 9'':t"R' PL a° 9;? _ ''sfF �-� /V 00 � 0 1• s f o a s t v �2• "•O ' '1C tvQ- r '36 < ��J ["-•+.w•''i��" ` �! '1`e:t,fpr>-b•-�-;y rns=,;�-"s�:Jt=� POLE -Jt STONE O LP 42.5 Gj V�O� t�.kr. AUG 2 0 2019��.. COLUMNej F ��v 10 65�u 0 i 9. { b 01- \O ,O s:1416,',}a;f" S O MFNT \Gji ➢ u �� " 60. 60 0 7 Craig Knepper, P,E., Chief °° °, Office �W--a-ste-w-ater- Management A POLE � Aft�� q Q1 a1I=` SURVEYED BY:' 1 PAUL BARYLSKI LAND SURVEYING UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION t, PATCH 0 G U E NY 11772 OF SECTION F209 OF THE NEW YORK STATE EDUCATION LAW AUG 2 0 2019 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED PHONE 631-294-6985 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY CTOO Y FAX 631-627-3186 THE PERSON FOR WHM THE SURVEYAND ON HIS BEHALF THE TITLE COM ANYOG GOVERNMENTAL IAGENCYAAND LENDING INSTITUTION TO 'E T. P A U L B A R Y L S K I(3Y A H O O.C O M LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARAk,TEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDIT10NAL 3�¢°I/�it�d �� x 1�{ -�,- JANUARY 9. 2019 INSTITUTIONS OR SUBSEQUENT OWNERS 6-26-2019: FINAL SURVEY 3479—FINAL 8-1-2019: REVISE SURVEY " REScheck Software Version 4.6.4 ,foe k V-41, I L Compliance Certificate Project Graham Residence R ' �- n Energy Code: 2015 IECC Location: Southold, New York FEB 1 5 2019 Construction Type: Single-family Project Type Addition �.. i ,.,_3Z,;_-, Climate Zone: 4 (5572 HDD)' T® OF SQUMOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 315 Harbor Lights Drive Frederick Weber North Fork Woodworks Southold, NY 11971 Architect 1810 Traveler Street 41 East Maple Road Southold, NY 11971 Greenlawn, NY 11740 631298-7900 631754-5555 scott@nfwoodworks.com fweberarchitect@yahoo.com Compliance- 6.8%Better Than Code Maximum UA 59 Your UA- 55 Maximum SHGC 0.40 Your SHGC. 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies toss Arda Ceiling 1: Flat Ceiling or Scissor Truss 354 30.0 0.0 0.035 12 Ceiling 2: Cathedral Ceding 30 30.0 0.0 0.034 1 Wall 1: Wood Frame, 16" o.c. 474 26.0 0.0 0.052 21 Window 1:Wood Frame:Double Pane with Low-E 38 _ 0.300 11 SHGC: 0.27 Door 1: Glass 34 0.300 10 SHGC: 0.22 Compliance Statement. The proposed building design described h9Nis consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed WINng a been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require a st d the REScheck Inspection Checklist. Name-Title Sign ture Date Project Title: Graham Residence Report date: 02/13/19 Data filename:•Untitled.rck Page 1 of. 9 REScheck Software Version 4.6.4 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-" f=ield Verified ` #, Pre-Inspection/plan review Complies?. C®merients7r4sse�mati®ns &rRegalt) ®ialue Value 103.1, ;Construction drawings and . Complies 103.2 I documentation demonstrate • _ _ complies Not , [PR1]1 ;energy code compliance for the -- I building envelope.Thermal 5❑Not Observable :envelope represented on i _ ❑Not Applicable l construction documents. - 103.1, ;Construction drawings and ,' ` `, - -- '❑Complies 103.2, documentation demonstrate j❑Does Not 403.7 ;,energy code compliance for {f ? [PR3]1 ;lighting and mechanical systems. ! t,sj❑Not Observable r'❑Not Applicable licable ;j Systems serving multiple „ r idwelling units must demonstrate compliance with the IECC !Commercial Provisions. "- 302.1,:. " 'Heating and cooling equipment is; Heating: Heating: :❑complies 403.7 sized per ACCA Manual S based I Btu/hr Btu/hr :❑Does Not [RR2]2on loads calculated per ACCA Cooling Cooling' ;�j I Manual J or other methods Btu/hrBtu/hr !❑Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,,2 Medium Impact(Tier 2) -3; Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 2 of 9 I 'Section #: Foundation,lnspection CompliesT Comments/Assumptions & Req-i, 303:2.1 , EA protective covering is installed to ;❑Complies [F011]z` `1 protect exposed exterior insulation . !❑Does Not J and extends a minimum of 6 in. below I grade. ,❑Not Observable ❑Not Applicable 403.9 ° "; jSnow-and ice-melting system controls,❑Complies ; [FO12]?,,,"'}installed. T❑Does Not 11 ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2` Medium Impact(Tier 2) 1 3, Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 3 of 9 tioh Sec Plae�s>Veelfied Fifield�lenfiid Framinj'!Rotag9 .In,:lnslxec$'ioh .> Comi lies? COM`Ma eats/AssaimDtion9 &.-Re:4y.11s� value" Value 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, °average). ;❑Does Not ;table for values 402.3.3, '❑Not Observable 402.3.6, ; 402.5 ,❑Not Applicable [FR2]1 , f ; ; 303.1.3 ;U-factors of fenestration products ❑Complies '(FR4]1 are determined in accordancea _ „( ❑Does Not .J ;with the NFRC test procedure or j❑Not Observable ; ,taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier t'❑Complies [FR23]1 !installed per manufacturer's ! ❑Does Not =instructions. j.. ❑Not Observable , ❑Not Applicable 402.4.3 i Fenestration that is not site built ,)❑Complies ; [FR20]1 its listed and labeled as meeting E;', '�;, ?:`- ,`E]Does Not AAMA/WDMA/CSA 101/1.S.2/A440 f' ❑Not Observable or has infiltration rates per NFRC .°=" 400 that do not exceed code ;j3 ' V;❑Not Applicable t ;limits. ' , '40274: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3'; Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 5 of 9 Section #.' .:,insullatioei'Inspucirion `', F.Plans.VeXified. - ,Field Verified Coir�plees?; 'G®rvsreeatsfAssurin'piti® s' iteq�® Value_. - Value 303'.1, All installed insulation is labeled ' s< ; ,{❑Complies ; [IN13j2" or the installed R-values �❑ I -4 , i r' = Does Not provided. G >; 0 k: ,?° ;''t,. ❑Not Observable , Tt. a [, ❑Not Applicable ; 402:1.1, ;Wall insulation R-value.If this is a; R-' ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood °❑ Wood ;❑Does Not 1 table for values.- 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass_ :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; -0 !requirement applies(FR10). ;E] Steel i E] Steel ❑Not Applicable I 303.2 ;Wall insulation is installed per ;', ❑Complies [IN4)1 manufacturer's instructions. "= " 'hl,.❑Does Not ❑Not Observable ' .; , _;a <,"' ar,.,,:';❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 6 of 9 `Section hlns,�6ei ified Field\/erifiecB # Finalln5pe6fI6n„,0r0Ad5iorns Coanpili®s? COmrraents/Assumptions., &.Mega® Value Value ' 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, E] Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1] ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per „ „ ' :;EIC omplies ; 303.2 ;manufacturer's instructions. f Vi=n ElDoes Not [FI2]1 ;Blown insulation marked every 300 ft2. `' ❑Not Observable ❑Not Applicable 402.2.3' ,;Vented attics with air permeable ”❑Complies j [FI22]2 ,-insulation include baffle adjacent .I❑Does Not j Ito soffit and cave vents that 5 , extends over insulation, ?❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [F13]1 ;insulation >_R-value of the E❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 lath in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ,❑Not Observable ❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 E❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable pests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 ldetermine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test.Total ;leakage measured with a ❑Not Observable }pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including ;the manufacturer's air handier ; l enclosure if installed at time of l (test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch w.g. across the entire system :including the manufacturer's air ; handler enclosure. 403.3.2.1 'Air handler leakage designatedr , =.q❑Complies F12411 :by manufacturer at<=2%of ❑Does Not ;design air flow. #❑Not Observable 1 [❑Not Applicable -403:1,1` ' `Programmable thermostats ?,❑Complies [F19]2 installed for control of primary V 3i +❑Does Not heating and cooling systems and j initially set by manufacturer to ❑Not Observable ; code specifications. Not Applicable ; 4.03:1.2 . ';Heat pump thermostat installed " .TIComplies [1'110]2 ion heat pumps. �, "j❑Does Not ❑Not Observable ; �❑Not Applicable 403.5.1" Circulating service hot water I ❑Complies ' [Ffll]? 'systems have automatic or � ��° �'' � -y;�❑Does Not accessible manual manual controls. • :,� M'= �❑ Not Observable ; (_ ❑Not Applicable 1 High Impact(Tier 1) 2-, Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data-filename: Untitled.rck Page 7 of 9 Section- F Plans Verified• Fieid 1erified. Final inspectio'n'Prpvitions Complies?' Comaiaents/Assumptions ;Sa Req:117- Value ='Valise 403.6'1 All mechanical ventilation system t, - ;.., ,,r, ❑Complies ; [FI�5]z = Mans not part of tested and listed - I❑Does Not HVAC equipment meet efficacy S ; and airflow limits. ❑Not Observable I❑Not Applicable 403:2 ` Hot water boilers supplying heats - ❑Complies [FI26]2J through one-or two-pipe heating ❑Does Not systems have outdoors etback control to lower boiler water ,r ;❑Nat Observable (temperature based on outdoor ;P _ r ❑Not Applicable i temperature. [' _ 403:5.1:1:i Heated water circulation systems ❑Complies ; ,[FI28]2 _ have a circulation pump.The :#❑Does Not System return pipe is a dedicated `,° "''` „' return pipe or a cold water supply ❑Not Observable , .i pipe. Gravity and thermos- , ' ,❑Nat Applicable syphon circulation systems are not present. Controls for =~ circulating hot water system pumps start the pump with signal ;* ; for hot water demand within the F- ` occupancy. Controls }automatically turn off the pump ; #when water is in circulation loop is at set-point temperature and no demand for hot water exists. 4,03.5.1.2"9!Electric heat trace systems [;r . °°'`', ❑Complies [F129]? J comply with IEEE 515.1 or UL ❑Does Not } ; 515. Controls automatically jadjust the energy input to the [ +` ❑Not Observable heat tracing to maintain the E = = ' ° ❑Not Applicable ; desired water temperature in the :}piping. 403.5.2.r I Water distribution systems that E ~ y; , ❑Complies ; [FI30]2 q have recirculation pumps that ; °❑Does Not j pump water from a heated water j supply pipe back to the heated `°, _ ❑Not Observable water source through a cold ;❑Not Applicable water supply pipe have a 44 demand recirculation water isystem. Pumps have controls 4, 's'Ithat manage operation of the [" • _ - - .��, I pump and limit the temperature F of the water entering the cold {water piping to 104°F. 403.5.4..i Drain water heat recovery units - ❑Complies [F13'1]? tested in accordance with CSA *, ❑ Does Not ; B55,1. Potable water-side ❑Not Observable _ pressure loss of drain water heat ; recovery units< 3 psi for '" ❑Not Applicable ; individual units connected to one -, dor two showers. Potable water- 1 - aside pressure loss of drain water - __" :••. _ _. " - - heat recovery units < 2 psi for individual units connected to !three or more showers. 404.1 ;75%of lamps in permanent '., "= ;❑Complies ; [F16]1 !fixtures or 75%of permanent , ❑Does Not ;fixtures have high efficacy lamps.1;;, .,:.}, • ,• ;Does nota I to low-voltage []Not Observable apply g , lighting. _ ❑Not Applicable 404:1:1 Fuel gas lighting systems have ! ❑Complies 1 [FI23]3 - i no continuous pilot light. ❑Does Not ❑Not Observable ! El Not Applicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) J'3_,J Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 8 of 9 #;- Final Inspection 8?rovisions: - Plans Verified sField Verified__ Complies?V_, ;,Comiin6nts,Assumiitions,` Valais `a Value,: =r; rReq '. �k` 407:3` _ Compliance certificate posted. ''=; ="..4,- ";,;,; , '-s,t-.r:;a❑Complies lFI712' ❑Does Not []Not Observable ❑Not Applicable ,303':3 ;Manufacturer manuals for _Tl ` ❑Complies v r.; :,' [FI18j3 l mechanical and water heatin f= ,--', E ]Does; Does Not, systems have been provided. ,n ; '; ❑Not Observable , 1' 3❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2`.,I Medium Impact(Tier 2) -_3 1 Low Impact(Tier 3) Project Title: Graham Residence Report date: 02/13/19 Data filename: Untitled.rck Page 9 of 9 5 IECC ,Energy Effidency Certfficate Above-Grade Wall 26.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Doot Rating Factor, Window 0.30 0.27 Door 0.30 0.22 Heating&Cooling Equipment Heating System: Cooling System: Water Heater:_ Name: Date: Comments : NEW SANITARY #11381 EX15TING SANITARY °°rhe" Roof -4L-3-- — 4"3, �L3„------------------------------------- T co ' T NEW i i EXISTING BATH 3 ---i ' BATH 2 -- -------- ------ I I I I I + 2f I/2° 211/2° + I I I I I I I I�2' 2I/2° IIY2° 112• 1112° 2�I/2° 112° 2i1/2' 2:I/2° 2nd Floor --------------------_ _ IiI I+I _ III ________tjI' ------------------------------ 112- 112- -------- --- " --- -----rt--- r+- 3 2„ I I= -- --- ----' +--------t++I ------------------------------ — ------- 3C.O. I t C.O. 1----------- 1 EX`STIN i EkISTkGEXISTIN I EXISTING EXISTING B, TH I ; i P�OWD�R 3„ KITCHEN LAUNDRY : 1/2 BATH 3” I I Irl° I ly2° 2 i I/2° i i i 2• I I�'2° z l 2' I IY2` I ItV I ItV 2 1x2• 1 ItZ I I + I I I I 1 I + + f + F.A. I—i i i ' r-4 F. . Ist Floor --------- --- ---- ------- --- --r--- - — ----- --- --- — --- — — C.O. + "----- --- 3----I 12' — 112. — 3„ 112° 2" a------ 3„ 112' ----�-- ------- --- — --- -------------- -------- ----------- ---- --+--- To Approve i2• ; +2• To Sant arryroved Sanitary C 0 + System System "B" ' C.O. Buddmg'i Drain, 4" Diameter, 1/8" per Ft., Min: Pitch Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch i I Basement —u !RCS OSTET ISRPIPED WITHPICH THXISNGANITAY' SYSTEM P L U M®•I N G 5 C H E M A T IC NOT TO SCALE PIPING FOR EXISTING BATH I WILL BE RE—PITCHED 4/0 . GRAHAM RESIDENCE SOUTHOLD NY I 7 : 6 ` �OF�:�� 4 Blower door APPR VED AS NOTED and ductwork DATE: B.P.-s 2 testing required. FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Fire separation FOR POURED CONCRETE required as per 2. ROUGH - FRAMING & PLUMBING NYS Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OCCUPANC SOLDER USED IN WATER SUPPLYSYSTEM CANNOT COMPLY WITH ALL CODES OF EXCEED 2/10 OF I% LEA t). NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBING _ cnl ITNnI n TOWN ZBA ALL'PLUMBING WASTE ` —%49 IZE &WATER LINES NEED tNGBOARD VYING BEFORE COuLRING cnTOWN TRUSTEES TRUSS PILACARDINC,REQUIRED OCCUPANCY OR USE IS UNLAWFUL ELECTRICAL WITHOUT CERTIFIC�:� INSPECTI®N REQUIRED OF OCCUPANCY ,All exterior lighting installed,replaced or DRAINAGE INSPECTIONS ARE REQUIRED repaired shall conform Contact TOS Engineering at 765.1560 before to Chapter 172 Backfill,OR Provide Engineer's Certification of the Town Code that the drainage has been Installed to Code. FREDERICK ROBERT WEBER CONCRETE SITE DRAINAGE: COVER OR ARCHITECT TRAFFIC C.I. GRATE FILTER CLOTH AGAINST BEARING WOVEN WIRE FENCE W/ AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) CONCRESLAB PRECAST 2"x2"x36" STAKES. 8' OC (I) 6 Dia. x 4 High w/ CON CHIMNEY GRADE. (EMB D INTO D R A W I N G S C H E D U L E A Partial House/Garage 450 sf x A Rain = 14.1 cf Traffic Bearing Slab 89 cf 6 � - CLOTH 6" INTO GROUND DRAINAGE Al SI m PLAN (1) 6' Dia. x 5' High w/ PIPE B Partial House/Porch 650 sf x .166' Rain = 101.9 cf g 111.5 cf TYPICAL Traffic Bearing Slab DRAINAGE ; A2 IST FLOOR PLAN C Partial House 500 sf x .166' Rain = 83 cf (I) 6' Dm. x 4' High w/ 89 cf RING Q I ' Traffic Bearing Slab > , FLOW ° _ ,43 2ND FLOOR PLAN D Partial House (p 8' Dia. x 5' Hi h w/ i 6' or 8' I SLOPE _ 1200 sf x .166' Rain = 199.2 cf 211.3 cf I Traffic Bearing Slat 2' CLEAN SAND t _.--� I A4 ELEVATIONS/ SECTION- House ECTIONHouse and Porch Roofs to have Gutters t Leaders 61 Ring: 22.3 cf/Ft of Height I GRAVEL FILL i Connected to Underground Drainage Structures (Tgp.) 8'0 Ring: 42.25 cf/Ft of Height L———————————————————— - cRoss A5' CODE DETAILS SECTION TYPICAL SECTION DRAINAGE RING SILT FENCE DETAIL W SI STRUCTURAL- 2ND FLOOR FRAMING (IST) S 640 05' 10" FLOATING 100.00' 52 STRUCTURAL- ROOF FRAMING (2ND) E'i CANAL DOCKSOUTHOL BAY !Beyond) EI ELECTRICAL- 2ND FLOOR W BULKHEAD DOCK Q H STORM WATER POLLUTION PREVENTION CONSTRUCTION PHASING: I— INSTALL SILT FENCE. N 2— CONSTRUCT 2ND FLOOR ADDITION OVER EXISTING HOUSE FOOTPRINT. w 3— RE—ROOF ENTIRE HOUSE STRUCTURE. rn 4— INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM `O (REMOVE RESULTING FILL FROM SITE). ^ 5— PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. Q �, Q LOT -f5 ^ INSPECT SILT FENCE WEEKLY O Silt Fence Q SITE AREA: 20.000 SF, LAND DISTURBANCE: 900 SF CV O FILL REMOVED FOR SANITARY SYSTEM t DRAINAGE STRUCTURES: Cy N (5) 8'0 x 2'H Leaching Pools + Septic + Drgwells = 50 CY lf) o w L O T -4.4 Z Existing Lawln LOT -f� REMOVE TOPSOIL COVER PROPOSED SANITARY SYSTEM, STOCKPILE ON SITE, (No New Clearing) o RE—SPREAD OVER COMPLETED SYSTEM. z El 1 h J �' W I U. Z Y Existing Single Z N.Y.S. DEC NOTES: EXISTING Family Dwelling EXISTING SEPTIC �' W/ Public Water "LETTER OF NON—JURISDICTION" =° POOL TANK " (BEHIND FUNCTIONAL BULKHEAD GREATER THAN 1100' DRAWING TITLE: TEST HOLE DATA 41 TEST HOLE DATA 42 D D2 � LONG CONSTRUCTED PRIOR TO AUGUST 20, 1911) (EI +8.5' t) (McDonald GeoScience, Mau 8, 2 012) 1001 5ETBA K 4) -' SITE PLAN (EI +9.1' t) : EXIST NGIA1TARY �" FEMA NOTES: Dark Brown Dark Brown Loai: :�L PROPOSE � ""' """' A 1� Sandy Loam CL O 5' --- 2ND FLOOR NOTE: SYSTEM LOCATION EXISTING �� I HOUSE IS IN FEMA ZONE: X Broiwn Loamy Sand SM Brown Clayey Sand SC DEC . .:_. APPROVED BY SCDHS FLOOD INSURANCE RATE MAP �, .. ....... . DECK 1�:3' li.s' RIO-98-012 , AUG 2, 2000 MAP NO. 36103C016-1 H O " 2ND PI00 R:" r ►9.1' o (WITH PORCH t IN-GROUND SOUTHOLD TRUSTEE NOTES: Pale Brown Fine sand SP ADDITION :`a':.:.:.::. EXISTING( XISTIN EXI (� POOL AS SHOWN) 6 NEW 2ND FLOOR ADDITION IS BEING Brown Silty Sand SM 2-STORY' PORCH Water in Pale Brown 8' --- Brown Fine Sand SP Outdoor CHING JOB: Fine Sand SP 5' ' .... $- 3•q CONSTRUCTED OVER EXISTING BUILDING FOOTPRINT, 8.2 Shower POOLS (NO SOUTHOLD TRUSTEE PERMIT REQUIRED) 9' (EI +0.3' t) Exlsting Single ' DWELLING 100 Family Dwelling NEW SANITARY SYSTEM IS PROPOSED GRA(-IAM (0 BE OOrS r' RESIDENCE Water in Brown Fine Sand Generator PROPERTY O Water in Pale Brown W � ` ` � W/ I �N E R Sandy Silt ML (EI +1.5' f) w/ Public Water 15.0,® 0 _ FEL 12.0' ' EXIS 3 LESLEY GRAHAM 315 HARBOR LIGHTS DRIVE Ln w GE M -_I' GAR E Existing I6 W , — — N Drlveway� - 315 HARBOR LIGHTS DRIVE SOUTHOLD. NY 11 W cv r� EX. ORCHi ELI (Pavers) O BAYVIEW/ SOUTHOLD TOWN OF SOUTHOLD Water in Pale Brown U. r ------ i4 5' ' _ ' 6 TOWN OF SOUTHOLD Silty Sand SM - Alec. i _ -K___ -- 0 2 I SUFFOLK COUNTY, NEW YORK SCTM1t 1000-71-02—OS DI >., i SEPTIC -'- tV �) t,Dl SURVEY INFORMATION: 22' i St pile i TANK` _ ARCHITECT: Water in Brown Fine Z - o PAUL BARYLSKI LAND SURVEYOR PATCHOGUE, NY 11112 IQI T psoil i In PHONE 631 294-6985 FREDERICK R. WEBER 25, to Medium Sand SP PtoppJne (� co. a °' Belgian�� N SURVEYED JANUARY 9, 2019 41 EAST MAPLE ROAD i Tank i . EXP Block cn GREENLAWN, NY 11140 i - ELEVATIONS ARE N,AVD 1988 Existing i :........ o Curbing SANITARY SYSTEM Test i Public ' - NEW ANITARY 52 NOYAC PATH EXP; WATER MILL. NY 11914 `� i Water �i " EXISTING SANITARY SYSTEM "A" TO REMAIN. Z'1 Hole #2 i i SYS EM „B„� SURVEY OF LOT 45 APPROVED FORA MAXIMUM OF 4 BEDROOMS `______ Q_ ” LEACHING �* est MAP OF HARBOR LIGHTS ESTATES TEL 431 154-5555 SCDHS REF. NO.: RIO-98-0129, AUG 2, 2000 i P00' S K ole #1 SECTION TWO, SITUATED AT BAYVIEW fweberarchitecteyahoo.com FILED JULY 26, 1966 MAP No. 4681 PROVIDE NEW SANITARY SYSTEM "B" FOR AN IOD"OO' N 44 05' 101 Ul 100.00' o�E 100.00' SEAL: ADDITIONAL (3) BEDROOMS (MAXIMUM TOTAL OF (1) BEDROOMS) Q°��' OVERHEAD ELECTRICAL P SCTM# 1000-11-2-5 1000 GAL. SEPTIC TANK (TRAFFIC BEARING) Existing LOT AREA: 20,000 S.F. W/ C.I. COVER TO GRADE Driveway to beZONING: R-40 ' vic :;N Construction (5) 8'0 x 2 DEEP LEACHING POOLS Entrance (NON—CONFORMING LOT 20,000— 39,999 SF) W/ TRAFFIC BEARING COVERS YARDSc.� I : (PRINCIPAL) i a, HARBOR LIGHTS DRIVE FRONT 40' SIDE )- , SIDE (BOTH) REAR: 50' 35' El 12.0 �\�oF"i4.�.�I�►W� C.I. COVER } CO El +10.1' A,,GRADEO I' MIN, — I/�" Per Ft EI +9-l' 2' MAX. �/ HEIGHT (MAX.): 35', (2 1/2) STORIES (Min. Pitch) " Per Pt Q LOT COVERAGE (MAX.): 20% INVERT . Pitch) Existing Single Existing SingleEXIST NG EL +8.8' INVERT Family Dwelling Family DwellingREv.: BASE ENT EL +8.0' 1000 GAL. INVERT INVERT DISTRIBUTION ('4) LEACHING o y g y � SEPTIC TANK EL +1.5 EL +1.0' POOL W00') POOLS (8' x2') N w/ Public Water wl Public Water 111 LOT COVERAGE: DATE: FEB 4, 2019 __ _ SCALE: I" = 20' EXISTING GARAGE: 490 SF ------ ----------- ---------- MINIMUM DISTANCE ° HIGHEST EXPECTED TO GROUND WATER iv � GROUND WATER, EL +1.5' EXISTING SCREEN PORCH: 112 SF JOB NO: iu201104 _ EXISTING FRONT PORCH: 112 SF ----------------------------------- -- EL O' O" SITE Np� EXISTING SIDE STOOP: 32 SF -------- - Q TOTAL HOUSE STRUCTURE: 2190 SF DRAWING NO. Z EXISTING REAR DECK: 232 SF I" = 20'-0" EXISTING POOL (31'x16.5'): 610 SF TOTAL: 3632 SF 3632 SF / 20,000 S>= = 18.2% Al OF A5 FREDERICK ROBERT WEBER A A4 ARCHITECT 14'-0" 19'-6" 14'-0" Note: Existing Windows were Replace Recently Under Separate Building Permit. Ex Ex Ex >1 a Ex\ \ / Ex Remove Octa on 'Hip Roof 3 _9EDxEisCtKin g WINDOW SCHEDULE Unit Model R.O. Area EgressOpng Existing Ex Ex 3'- BREAKFAST ® CUDH-NG2626 2-8 I/4'x 5'-0" No Ex Ex Ex © CUAWN2424 2'-I"x I'-II 5/8" No rw, ........ ............ lush::I.;eam...A:b..... ......... ...... M II [Built-inI20'-0" Existing Model Numbers Refer to "Marvin", Clad, Existing -T iv ISCREEN PORCH Low-E II w/Argon Glass W N Cr — "' ------------- BEDROOM I --_ � � i i ;0 ; o New Propane j j � - ---------- ----------------------- --- - DOOR SCHEDULE Exhaust Propane I _I_ -% Fireplace (FV34- I I p Drop Ceiling as Fireplace on This Required to Allow i —i `�' "Mendota"), New I I Wall in Ist Floor > Flue in Joist Space Enclosure, Surround Joist Space w/ Ex a = and Hearth I I Furred Ceilin , i-i` ..•.I i A it I Unit Model Width ! Height Maintain �ea'c I _� Existing I O "Marvin" CUIFDSORL4R XXL* 5'-0" x 6'-8' Clearances i I — Existing I I m LIVING ROOM I � 9 0 Clad Ultimate Inswing French Door (R.O.) KITCHEN Raise This Wall I' 0" to 9,_6„ ` _ _ \ I I 2 Match Opposite S de — I I Verify Operation 3,4 N Il'-l., .I, 13'_0" i<1 cv I — I iy � O Ex 3' 4 i S' 4„ N d Reloc to WC Wall _� I 16' 8" i `r REF (6") Re-Center Window entered" - _ _ _ = IExistrn Existing TAR = Gable End BATH I WIC. 1 -8 N111111. Existing I o - -------__ LAUNDRY Exist g 'oo Ln 00 N Ridge _ Io � 1/2 B H ' Ex - - - - - 4 - - - - - - .. '- - _ = I �I 4'-0" 4n DRAWING TITLE: 01" u E.is ing Ride I 6'-0" 6'-0" `i` 5"-10" 10 OI Existing - I D jl W ❑ Remove 1=' C g �� POWDER ___________________________ —__-_ ----'L---J IST FLOOR "Cathedral" C ding , in Master Bati, Floor _� Ir+ ---------- ---------------- Over s 9' H t. ----- to Match 2nd Floor �" I ;uq'-l" 4" '.0 6'-q" 4" 4" 5'-10" 114" II'-8" 4" 21'-0" 6 (Note: Drop Entire --- ---------- " Ceiling 2 1/2" to Obscure Girde Drop) I I I Existing I 77 `r1 IL 1j.I\ DINING ROOM j I I yr I JOB: GRAHAM I RESIDENCE II I Existing i = SO HARBOR I NYS DRIVE Existing �\ I I GARAGE L_ o ' TOWN OF 50UITHOLD PARLpR r--------------- SCTMtt 1000-11-02-05 v I I I ' C4 I i N I Existing = i ARCHITECT: I I p PORCH I ul i I -o I 'r I FREDERICK R. WEBER -0" 6" 4'-6" 3'-0" 2'-10" 5'-10., 3,_4„ 41 EAST MAPLE ROAD GREENLAWN, NY 11140 LU xl I 52 NOYAC PATH a i WATER MILL. NY 11914 I TEL 431 154-5555 fweberarchitectmgahoo.com L_______________ I SEAL: < F� N A 4'-0" T-0" 1'-0" 4'-0 " A4 ` 14'-0 19'-6" 22'-0"Ir Ir f ' A ✓+h FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. KEY: 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Existing Frame Wall TO BE SET ON STOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ,�\A 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ______ REV.: Existing Wall Removed N, ST FLOOR F J-- A NO¢ ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL # 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. New Frame Wall PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. �„ _ I,_O„ DATE: FEB 4, 2019 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. SCALE: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w2O11O4 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 60 a 12" O.C. INTERMEDIATE. 11, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS, WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A 2 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF A5 15. BRIDGING TO BE (PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. FREDERICK ROBERT WEBER A A4 ARCHITECT 5'-0" 14'-0" 19'-6" 14'-0" 2x6 Mahog. Top Rail, 2x4 Mahog. Bot. rail, 1 1/2" x 1 1/2" Versatex Balusters, 5 1/2" oc 6x6 Posts, / \ Encase in Ix8 Versatex New / \ Trim, Strap WINDOW SCHEDULE / \ to Framing / \ D \ 1_211 31_4N 41_Q11 41_Q11 41_011 31 0" pe ec ing _ Area on a ers o er �� p Unit Model # R.O. Opng Egress i,c a em ane oo i ' II " 1_ N _ II 1_ N 1_ ® CUDH-NG2626 2'-8 I/4'x 5'-0" No - ©41 CUAWN2424 2'-I"x 1'-II 5/8" No w �o I S 11 of Door, ` Raised 2 I/2" i ` I Model Numbers Refer to "Marvin Clad, tr y mU i (For Upset Hdr. ` I Low-E II w/Argon Glass 14'-10" li i Be w) �i �\\ i I = o, 4 4,-1" v 11 " i� 7'-9" New Top of DOOR S C }—I D U L ~ iv O flew Fireplace Enclosure� �� 1 r — — I LJ BED O M 5 Width E Height N o ©.. . . . ...;i...... ..jhdr ............... .................New-B"0.—�--�, I Unit Model tt w _ Existing iFlue Below i 019`� r Wall tis `-' 1oof i Existing Existing '^ I 1 "Marvin" CUIFOSOR66R XXL* 5'-0" x C-8" Removed UPER LIVING Clad Ultimate Inswing French Door (R.O.) Enclosure i i BEDROOM 2 O a 6" � _OII I ' LVerify Operation :Relocate: I ji I iAcc�ess 301 O Existing Ridge NewWalls % -+-=------ -- -- - --- -------------------------------- ---------------------I ;r I _ cr 24" Pocket 10 4'-9" I$_4111 611 :..... New = pDoor -- i i - nEx Ex x 1 O, Bench II CL. Wall ab'-2" Hgt.Xi 30 Exi ting j ----s7= -�-- �9 =;r CL.I1 Attic O ; , 6" 1'-9"i Access i = I O iv I �r I i ' Ln AT 281 --- --- 0 I oo O 1 ;° Existing I I p " 0 Liie c r a - � _i° i i BRIDGE �� j \` Ln 22 -2 =I E 6 -8 4 j 2 2 6 1 4 O DRAWING TITLE: 1 II " 1 N N !1 I_ II 11 1_ -4 ItI Existing x _� N wy 'ty Ex Ex =, I BAH 2 1 2ND FLOOR Wall 86'-2" /Pl±) O Existing i `� Ex CLOSET o �� I Ex = - Existing cn i ` Attic AccessExisting Bearm Wall / Existing Existing \�� Ex CL. UPPER FOYER 1 = E Ex BEDROOM 4 .............................. ...................................... 6 I I ;r JOB: ....................... 1 n) 1 4 Existing rn � ``' CL. T GRAHAMRESIDENCE I � I I I Existing 315 HARBOR LIGHTS DRIVE ATTIC I I SOUTHOLD. NY I Exists g �i _ TOWN OF 5OUTHOLD BEDR OM 3 1 N L 5CTM# 1000-11-02-05 ARCHITECT: 0 cv = FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 �'-6" 121_4N 41_01, lL - v 52 NOYAC PATH ...................................... ...................................... WATER MILL. NY 11914 TEL 631 154-5555 `r fweberarchitectmyahoo.com SEALS 7- . Aa„ A A 22'_0" aJ t FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. KEY: 3. ALL SUBFLOORING TO BE APA RATED STURO-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Existing Frame Wall TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. g N 4. ALL HEADERS C-ON AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ------ Existing Wall Removed 2ND 1 O\ REV.: ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. ------ R FL A N_ S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. New Frame Wall PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I/4„ - 1'-0 „ DATE: FEB 6, 2014 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. SCALE: 1/4" - 1'-0" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SQUARE FOOTAGE: JOB NO: w201104 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ADDITIONAL 2ND FLOOR AREA: 194 SF AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 5 4" O.C. EXTERIOR EDGES AND 60 8 12" O.C. INTERMEDIATE. NEW 2ND FLOOR ROOFED DECK:: 96 SF II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED, AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A3 PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF AS 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. FREDERICK ROBERT \ WEBER Re—Side Red AN Shingles Ce \\\ ARCHITECT s New Pre-Die \ Red Cedar 5hinoles ` i \ i - ------------- --------------- - ------ -------- I Fascia, Soffit t - ---- ------ � — --------- 7---.-------------------------r I Frieze Bd. to I �: ak f t I I I I R Le, Soffl 4Z� ............................ Match Existing ��.. °..;...... �� ® ® ®0 ® � o ` Frie�Cd Bd. o \ I Mat�N Exist�ng A4 \ I " B B B I II /I� ®° `I♦ Ir I I I I I I II i \ I I ; i � B II ♦ I, f I II II o , I Ex x I I �• ® I I I I ♦ I I I I I I I �` 'a` arse a ters �' �� I I �' is i e o i� I BR able to d9 II I IMatch 01) I I I I I Ex ExEff ---------------------------- ------ - --- ----- ------ ---- - ----- ----- - ------- - --------- �'��-yl--�.�—JJ —_----�-�------Li- ------------------------- ----------------=-------------------- ------ -----=-----=------ -------- ascia it I� I II II T -FieiZ� - --- - --------------------------------- -- —------------------ 1 II w I I I I I I I I Match Existing I I 1 I I I I I I I I 9'-0" 9'-0" I I I I Q ® I I I I I a.. ...... . .................. . . . ..... ..... ..... . ..... ..... ..... . . . .................. . ................ ..l ... l.. .........................1.. ll..l................................ . I..I...... . ............. . I.. I I I H I I I I I I II I I I I I I I I I I iY Re—Side w/ FF,;7- H] N Red Cedar I I I I v s I I r Shingles W I I I I I I I I I I in I ta I I I Ex I I Ex ExILEx I I I Ex I I I I I O I I I Ex :Ex Ex I I I I I I I I I I I I I I I Ex Ex Ex I I I I I rl I I N I N I I I N N N I I I I I I I I I I 2 -0 I I 9 -6 3 -8 3 -6 5 6 _ 9 -0 I I I I I I I L--------------------=====J =__ •_---_ -----_----- =====1 =_=====1- 1====c— ___====�L=====_______________ --sees===ss¢a — —__ - -==cs��v� -- _____— =� I I I --------------------------- -------------------------------------- ------ ----------- ------ -------- ------ ------- I_r-------------------- ---------------- ------ -------------- ------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5'-O" I I I I I I I I I I I. I I I I I I I —O" I II'-2" I 18/_01/ I 121_4N I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------- I- --------------------------------J-I---- J I I -------------------- f�'J' r `l -LLr—1 '�'-I I r-----I�----- ---------------=---------------==-T---------------------T�--, DRAWING TITLE: NORTH ELEVATION WEST ELEVATION ELEVATIONS 1/41, = r-o" SECTIONS Existing 2x10 JOB: New 6 RR, 16 oc Collar s, Beyond GRAHAM 16" °` RESIDENCE ROOF (Typical) [— — Pressure Treated Ta,ersawn Red Cedar New 2x10 RR, 16" oc, 315 HARBOR LIGHTS DRIVE Roof Shingles on Ov rla oof, (To Align w/ Existing) "Sister" Existing 2x10 RR 50UTHOLD. NY "Ventgrid 12" 2xl n R f Over Bath w/ New 2x10 RR Ice 4 Water Shield ,1 Sur ace ATTIC " t Extend to New Ridge TOWN OF SOUTHOLD 5/8" Plywd. Sheathing Ra ter arm 13 -6 13 -6 SCTI1# 1000-11-02-05 New 8" F.G. Batts 1R30C) New 2x10 RR, 16" oc, Insulated t Hurricane Straps Seal Wall T. Fixtures t HVAC Sealed ARCHITECT: All Rafters Existing 2x10 C.J., 16" oc Attic Access (Over Living Room Beyond) (Beyond) Fascia t Soffit \ ------------------------------ FREDERICK R. WEBER to Match Existing 4 (3) 9 I/ " LVL New (2) Replace Existing"2x6 C.J. �" 3�_0" I I 41 EAST MAPLE ROAD (Align) 2x10 C.J. w/ 2xIO C.J., 16 oc I I GREENLAWN. NY 11'140 EXTERIOR WALL (Typ.) Shower Remowe isting ®� i New Door/ Area „ I„j 52 NOYAC PATH Red Cedar Shingles Octaglon . oof �� to Deck New 22 —� —0 WATER MILL, NY 11916 304 Felt rUcU i 5/8" Plywd. Sheathing 2x6 Mahogany To Rail ° �� 5/8" GWB, BEDROOM 5 I I 9 y P N Floor t CI I_ N N N ,_ « TEL 631 154-5555 2x6 Studs, 16" oc 8 . 6 g' 131-40 4 ,' —4 2 2 6 6 I I Bearing Wall Existing 2x4 Mahogany Bot. Rad, New Exterior Wall Insul.: w/1 1/2x 11/2 "Versatex" I for E�nstmg ,gTTIC fweberarchitect�yahoo.com 2" Closed Cell Balusters, 4" Space (Max. r. Remove Subfloor t 2x9 Blocking, New I SprayFoam (Rl3) i "Sister" New 2x10 F.J. Alongside 6' I SEAL: N cv Double Extended RR to 3 1/2' Unfaced II Existing 2x8 C.J., I6 oc, BATH 3 5/4x 4 I e Deckin F.J. Unde Bear on Wall Below F.G. Batts (R13) p 9 M (Bear on Existingg Living Room I on CCA Sleepers, — Wall t Exterior WaID (W.C.) Walls 5/8" GWB Over Pitched -- -- - -- Membrane Roofing t :::iii>>i is >:s:<siii: i>:' 3/4" Plywood Roof Sheathing New :2x8: R.J., 16"oc « I I Existing (3) 11 1/8 Drop Ceding Remove Existing :Pitched Drop Ceiling Deck I e Joist Ha0ger on I I LVL Girder (Upset) as a uired Ceiling In M. Bath, 2 I/2" to D ck Insu.. 5 Closed Cell 2x8 INader � P q - Spray Foam 1835) I I (Add 3/8"x 11" Stl. PL to Conceal Add New 2x10 F.J., 16" oc Conceal Girder 7 r, New '"Hurricane Strap" I I Both Sides-Thru Bolt) Pitched Flue Drop Existing Windows t on A',Il Deck Joists I I q'_0" gl_oN °'�"'�"�:�•. .. Wall Assembly I I II I I Existing Existing Existing I I BEDROOM 1 BATH I PARLOR II II II REV.: I I Existing 2x10 F.J., 16" oc II DATE: FEB 6. 2019 SCALE I/4" I'-O" 111 11 11 11 11 11 11 11 11 1 Existing: JOB NO: w201106 Existing 8" P. Conc. BASEMENT Found. Walls t Footings Q I 4'-0" I DRAWING NO. 'II-OII '-0" (11_211 18, on121_�N 1 I I I I I I I I I 3 I I L.-_J SECTION AA OF A5 1/4" = 1'-0ri SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ROOF FRAMING WEBER ICE SHIELD UNDERLAYMENT HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter REQUIRED - 24' FROM EDGE TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot SIMPSON H2 HURRICANE Stud to Stud Intersections (Face-nailed) 4 - 16d joints-each side CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL METAL STRAP Header to Header(Face-nailed) 2 - d o.c. o.c. ng RAFTER TO STUD. - NAILS 9 4" O.C. AT ALL JACK POSTS ( ) 16d 16" o.c. along edges TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL w/ 4 - 8d NAILS EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. SHEATHING TO LAP TOP 2 - 16d per 2x6 stud WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING TYPICAL 1-'-I MST31 METAL STRAP = 9 JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d eaich end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d eaich end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d eaich block W 1 1/2" WIIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist Q FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist F---I Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot 'n DOUBLE TOP— ' PLYWOOD SHEATHING ROOF SHEATHING V 1 PLATE W TO OVER LAP BOX HEADER 2 x 6 016" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone STUDS U = SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d MAILS TOP t panel , 12" o.c, interior BOTTOM 9 32" O.C. of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support Irl 16 UP 1" x 10" or wider 3 - 8d per support CEILING SHEATHING I--�-I Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA IS-Z W/ WALL SHEATHING (6) 8d NAILS TOP t BOTTOM 9 32' O.C. Structural Panels 8d (see! table 3.9) SIMPSON LTP4-Z W/ - SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d MAILS TOP t 7 /16" 6d 3" edge /6" field BOTTOM 9 32' O.C. FLOOR JOIST SOTTOIM 9 32" O.C. 25 /32 8d 3" edge /6" field EA I ILL PLATE .... :../—NAIL SHEATHING NG TOS T FOUNDATION OP OF ND 10 s 0 N 8d AILO.C. - - - N 4" S .. ..... .•...:....:.,'..,.•:,. -,, . , ,;', Gypsum Wallboard 5d 7 eda 10 field DRAWING G TITLE- y� ( EAT I -AP SILL PLATE) + � .'h't :t' +,. •j.•: l y �� j. •'I.•''•Y Hardboard 8d (see! table 3.92 u5 R R . ..•,.��• ::::• ','U.::� I•. is::��•:�: '�,= ••J••,•r•Y. Particleboard oard Pa ne ts 8d see table 3. 9 Diagonal Board Sheathing CODE DETAILS(2) 2 x 6 SILL PLATES COPPER TERMITE SHIELD Q TREATED. w/ SILL SEAL (TYP.) :i: :1"• .ilia H >. •,. r ,. •..t.• • t i.'Y :rS•': - •�•�l ..:" 1 x6 o r1 x8 2 8d per support P or t Y s . Y OC. 1» » der 3 8d Per support FOUNDATION DWG. w/ 2x2Yx3/16 WASHER.FOR DESIGN/REINFORCING ` w,:• FLOOR SHEATHING GlHOT DIPPED GALV. OR ::•• '- . .ti.•.A,•..L'::':.Yi :a•...r`R'•a::.}!:..+;..•:,'••.;: .:,...•: •:1:t:...i:.:•:': '•ti:,,':::J, '.:�•`.'.'r.::,.i,. •:i•; .`'i:`: . .:.....•.' TAINLESS STEEL) ) ..a:•.:. ,.s.....;:.:.. . , � .. ..• • -:.. .. .., S )r ..A 1.... J. . •'M`i•,'•1.aY'':,,:!Y:.J:, ..I:.li ".;:.:�i •`J:,•• .I' •'/•.'::•:l'"''a';,'~ ,•{•.•':;"••.•': ISOLATE WASHER FROM Structural Panels SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field SECTION ELEVATION greater than 1" 10d 6" edge /6" field JOB: Diagonal Board Sheathing 1" x 6" or 1" x 8" 2- 8d per support GRr4l..lAN HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x 10" or wider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 315 HARBOR LIGHTS DRIVE be doubled , or alternate connectors, such as shear plates , shall be used to maintain the load path. 50UTHOLD. NY zWhen wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD . be reduced to 1 - 16d nail per foot. y' ... . . . I-STORY , SCTM# 1000-11-02-05 ROOF '��iii;. �.•wo . R� STORY METAL ROOF ARCHITECT: . . . y. . . . . . . . . . - _ __NEU 2-STORY ��` FREDERICK R WEBER STRUCTURE �. . . .`'. . . . . � W -41 EA5TLE GR ENLAMWNPNY IRI O PROVIDE 8d COMMON NAILS 9 4" O.C. • z DESIGN CRITERIA: 52 NOYAC PATH . . . . . . . WATER MILL, NY 119'I6 AT ALL HIGH PRESSURE ZONES • • oe GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 FROST LINE DEPTH - 36" Pweberarchitect9gahoo.com FIRST LEVEL - 40 PSF. L.L. LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS F-STORY • • • • • • • • • • • RIDGE - 30 PSF. L.L. • • • • • • • • • • • DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH ICE SHIELD UNDERLAYMENT REQUIRED - YES SEISMIC DESIGN CATEGORY - B RAISE.RIDGE .•.•.•.•.•.•. i ( � ° ^ ' n,• •cti+ � v t GAJ DESIGN CRITERIA. � ri DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME �Fr��"-'� I-STORY CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. RIDGE T N PROVIDE 8d COMMON NAILS 9 4" O.C. w r C4 AT ALL HIGH PRESSURE ZONESty WINDOWS - GLAZED OPENING REV.: NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4'-0" FROM ANY RIDGE, HIP OR GABLE END DATE: FEB L, 2019 PROVIDE Sd COMMON NAILS 6" O.C. o o I-STORY EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE: I/4" I'-O" e N I.- ETAL ROOF AT ALL OTHER PORTIONS OF ROOF o E 199L AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT r o RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w201101. OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING OOF I PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. I �l FOR SPANS UP TO L' AND 12" OC FOR SPANS BETWEEN 6' AND 8' COMPONENT AND CLADDING PRESSURE ZONES A5 OF A5 FREDERICK ROBERT WEBER A A'f ARCHITECT V WINDOW SCHEDULE Removes Octagon Style R&ef Above? Frame for Deck O \ � / /, Unit Model u R.O. Opng Area Egres Above ,\ \ , i N - ® CUDH-NG242L T-8 1/4'x 5'-0' No \ z © CUAWN2424 T-I"x 1'-II 5/8" No w VXV Post (Typ.) a Existing (3) 11 1/8" LVL :.�.._..�.._.....r—————— r 1 a ,(,liru"g'o't"318"xl(" 5t�. SotFi-Stdi5 I I v I 1 _u) Model Numbers Refer to "Marvin", Clad, t5p Existing 2x8 F.J., 16" �o� Remove Top fP, Low-E II w/Argon Glass W "� "Sister" New 2x10 F.� alongside., 16" oc cr)z I I I I ! Drop Ceiling as Requiredi I I I�Yt1 ------------ N'='�- --�/4�-Feat '+t�b-ir--- ----------------- - I I I R U Required Clearances I I _;- - - I I DOOR SCHEDULE 1 1 1 1 Remove 11 I I W Existing 2x10 R.R., 16" oc 1 1 i i 1 1 116 I O Unit Model » Width t Height I- L � I I �.... I ;.—'t.....1.............. I 6"x6" Post (Typ.) i i< I i I OQ Cad Ultimate'Inswing RFrennchXDoor (R.O.) 6'-H' a Q Raise This Wall 1'-0" to Match Opposite Side New 2 loor Ridge (Above) r I I I I Verify Operation o .o •I ��P ' I IW (2) 2x10 F.J. Verify Bearing Walls/Beams/Headers __ for Bearing of Floor Joists Above d 9 E?Ci� ng 2x8 .J_, -0C rn �I o ' (2) 2x10 F.J. 1 1 1 1 LU a = I I N z i New 10 16" oc 1 o� I °SISI to 2X8 C.J. -------_-- 1 1 N w Ridgy _� .I� I Joist Han rs tP w-, for 2xl :J.E istin RRt eI II DRAWING TITLE: �9 I I I I El Remove 1`Xisting �9 a`� I'IN�° ; I i L___�L "Cathedral" Ceilgin IIS �c - - - - % (2) 2X10 F ______________________________.___ P:32ND FRAMING 9 - - � - �___ _='__�_____ ________1 in Master Bath. Floor - - e2 =� �-� cw - rt ----------� r------------------ ---— 7 C - '15T FLOOR) Over 0 9' Hgt. r- - I I to Match 2nd Floor I �' i lea E I strn 2x8 F.J., I I r--------------- (Note: Drop Entire " I ' g I I Ceding 2 I/2" to � x OD i I� � z I I I I Obscure Girder Drop) R �+ I w 1 1 I I I (2) 2x10 F.J. Exist 2x10 LL' I I I I I I ••; R.R.. oc I I I I JOB: Bearing Wall (Support' ons\0-os/Wall Below) Existing 2x10 R.R., IV oc I Existln�\2x10 R.R., 16' oc I I I GRAHAM ._ RESIDENCE Existing Overlay I Roof E I I I 315 HARBOR LIGHTS DRIVE " I I I SOUTHOLD, NY Existing 2x10 j C.J., 16" oc _______________ TOWN OF SOUTHOLD I SCTM# 1000-11-02-05 Existing 2x10 R.R., 14' oc Existing 2x10 R.R., 16' oc I I I ARCHITECT: � 1 N/V IM72 I I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11740 xl LU I I 52 NOYAC PATH IL a 0 WATER MILL. NY 11976 I TEL 631 154-5555 I fweberarchitectmyahoo.com L--------------- L -------------- 1,. i IN fr s `'ti �` 111111 FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER PROVIDE "SIMPSON" HDUS-SD52.5 HOLD-DOWN FROM STUD WALL/WALL PL. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I; 5/8" MIN. THICKNESS OR AS NOTED. TO FOUNDATION WALL ANCHOR BOLTS 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR ;SHEAR WALL 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. REV.: ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 V-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: FEB L. 2019 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. SCALE: 1/4" - 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. JOB NO: w201106 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2ND FRAMING AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D e 4" O.C. EXTERIOR EDGES AND 60 a 12" O.C. INTERMEDIATE. NST F 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR st PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. FREDERICK ROBERT WEBER A4 A4 ARCHITECT New Pressure Treated 6x6 Post, Strap to (3) 9 1/2" LVL Hdr. Header Above t Wall Framing Below (Typ.) 9Z 41 WINDOW SCHEDULE (2) 2x10 Hip Rafters (Typ.) > op �• \ /� Unit Model tt R O Opn9 Egress 1 te\ 4 Nip¢� i / New 2x1 CEJ., 6"0a ® CUDH-NG2626 2'-8 I/4"x 5'-0" No New 2x10 R.R., 16"0C - New 2x10 R.R., 106c r, New 7_279 1/21 LVL Hdr. M © CUAWN2424 2'-I"x 1'-11 5/8" No w v ` '• New C.J. •' Existing (2) 2x10 C.J. ` ` mil Model Numbers Refer to "Marvin", Clad, r, ' .o 11 ry ' /• ' ` a: I Low-E II w/Argon Glass W .�ew•.2x10 16".'oc Existing 2x10 C.J., 16" oc DOOR SCHEDULE H � \9/I Remove Existing I O 1 1 �'�� I Unit Model Width t Height *—, Exterior Wall (—s 1 �, 1 I ` ' I "Marvin" * 5'-0' x 6'-8' N �, Shed Roof Remove E)asting 1 I ICUIFDSOR66R XXL I Clad Ultimate Inswing French Door (R.O.) z 1 1 2x6 C.J., 19' ocm, 1 I Ne Ridge — 1 1 1 1 m I 0 ——————— --- ,I wIN, 1 1 N 1 I New 2x10 .,U., IL" oc L w I * Verify Operation �I I Existing Ridge o -+-------- -- -- ---------------------------------- --------------------� I � I Jr.. (t) I I I 1- -------- 1 1 — , i i 1 I Eq, I I = j �ew 2xl I . . 16" oc I > I . lu z g I Lo ------- O O I I w Ridge ; III I . ? / I \ _i e_= Line of Clg.-Break_j Ex 2x6 C.J., IV oc DRAWING TITLE: IN ROOF FRAMING Wall 86'-2" Hgt. lf) Q, ,� � �\ (2ND FLOOR) IN LU /�, Ex. Hdr.Overlay Roof $earing WailLU .......................... ............................................ Overlay Roof I 1 JOB: GRAHAM Ex. 2x10 R.R., 16' oc Ex. 2x R.R., 16" oc I I RESIDENCE I 1 I I I I I 315 HARBOR LIGHTS DRIVE 1 I SOUTHOLD. NY D I I TOWN OF SOUTHOLD r �I SCTMu 1000-11-02-05 �I ARCHITECT: FREDERICK R. WEBER D 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH ...................................... ...................................... WATER MILL. NY 11914 TEL 431 154-5555 fweberarchitectOgahoo.com SEAL: ' �. tV`; } 6 Jar FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOP SHEAR WALL 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. REV.: ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: FEB 6. 2019 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. SCALE: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w201104 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ROOF f AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D e 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. ( 2ND � � OO � � �O��N11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-SEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 11-01, SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR S2 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS s 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. ELECTRICAL SYMBOLS► FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Q� DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. .—.—.—.—. Op SURFACE MTD.-CLG. (Porcelain) / \ RECESSED-CLG. WALL MOUNTED DUP. FLOOD 04 HIGH INTENSITY. SWIZEL, RECESSED i O CLOSET LIGHT i i s0 SHOWER LIGHT (Wet Location) i \ (�\ �= UNDERCAB. FIXTURE r, `IYW.F'. W ® ® DOORBELL/CHIME r , 0 �� I 0 EXHAUST FAN PADDLE FAN r, tt PADDLE FAN / LIGHT � Tn ATTIC FAN r'� NOTE: V I w ALL NEW RECESSED FIXTURES TO BE i64"[ I sP SPEAKER IN AN AIR-SEALED ENCLOSURE. I I I TELEPHONE I II O CABLE VISION II © COMPUTER (Cable ! Phone) it I _= I H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT II I I THERMOSTAT - ---- -------------------- I FAN/LIGHT o JS I I O SMOKE DETECTOR Oco CARBON MONOXIDE DETECTOR T I� CSWITCH O To Attic ; $ 3 SWITCH 3-WAY I I ---------- 10 I O O I $ 4 SWITCH 4-WAY -JI ___ I Surface I I / I \�� I 4D SWITCH W/ DIMMER $ w SWITCH WATERPROOF DRAWING TITLE: JAMB SWITCH F / KEY PAD ELECTRICAL 2ND FLOOR / I � EX EXISTING / I � / I � I � Ex / I � I I :............................. ...................................... I I JOB: GRAHAM I I RESIDENCE I I I I 315 HARBOR LIGHTS DRIVE SOUTHOLD. NY I I TOWN OF SOUTHOLD : ---I-------i L SCTM# 1000-1I-02-05 I ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH :...................................... ......................................: WATER MILL, NY 11916 TEL 431 '154-5555 fweberarchltectmyahoo.com SEAL• == :":��`''� ELECTRICAL NOTES : ; .. I- RECEPTACLES ( SWITCHES TO BE "DECORA" (LEVITON), WHITE. i, 4 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. \ w 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- OWNER TO DEFINE SCOPE OF WORK WITH ALARM CONTRACTOR, AUDIO/VISUAL CONTRACTOR ELECTRICIAN AND GENERAL CONTRACTOR. ,.. 5- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 6- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES 8 EQUIPMENT. ELECTRICAL FIXTURES : REV.: DATE: FEB L. 2019 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- SURFACE MOUNTED INTERIOR t EXTERIOR DECORATIVE FIXTURES. SCALE: 1/4" - 1'-0" 2- BATHROOM WALL SCONCES JOB NO: 4011O4 3- PADDLE FANS ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: ELECTRICAL DRAWING NO. I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO" OR EQUAL), 2ND I L. OO4" DIAMETER HOUSING AND APPROPRIATE TRIM (OPEN. CLOSED OR SEALED) 1/4" = I'-O" El OF EI