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HomeMy WebLinkAbout43661-Z �Q�SUFFnt�.'o� Town of Southold 11/20/2020 3 P.O.Box 1179 0 o 53095 Main Rd 4,, .�ao�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41621 Date: 11/20/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 205 Central Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2019 pursuant to which Building Permit No. 43661 dated 4/18/2019 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: alterations and additions, including deck with pergola and front wood stoop, to an existing one family dwelling as gWlied for. The certificate is issued to Moshouris,Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0132 11/10/2020 ELECTRICAL CERTIFICATE NO. 43661 6/23/2020 PLUMBERS CERTIFICATION DATED 8/25/2020 All Nmtkast Plumbin &Heat. 0 ' Signature ��o�SufFack�,yTOWN OF SOUTHOLD a BUILDING DEPARTMENT COD a 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#: 43661 Date: 4/18/2019 Permission is hereby granted to: Moshouris, Irene 2 Bay Club Dr Apt 19U Bayside, NY 11360 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 205 Central Dr, Mattituck SCTM #473889 Sec/Block/Lot# 106.-3-19 Pursuant to application dated 3/26/2019 and approved by the Building Inspector. To expire on 10/17/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $484.40 CO -ADDITION TO DWELLING $50.00 Total: $534.40 Building 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 I% 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. March 22 , 2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 205 Central Drive Mattituck House No. Street Hamlet Owner or Owners of rtY ProP e Irene Moshouris Suffolk County Tax Map No 1000, Section 106. Block 03 Lot 19 Subdivision Filed Map. Lot: Permit No. O(0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5-6 Ap i nt Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Irene Moshouris residing at 2 Bay Club Drive, Apt 19U (Print property owner's name) (Mailing Address) Bayside, NY 11360 do hereby authorize Meryl Kramer Architect (Agent) PO Box 1600, Southold, NY 11971 to apply on my behalf to the Sou uilding Department. W4 I 3 a6 ( wner's Signature) (Date) Sj (Print Owner's Name) pE SO��y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �� sean.devlinla'�town.southold.ny.us �C®um,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Irene Moshouris Address: 205 Central Dr city:Mattituck st: NY zip: 11952 Building Permit* 43661 Section- 106 Block- 3 Lot- 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric Inc License No: 3372ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceding Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser 2 Single Recpt 1 Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 1 Transformer UC Lights 2' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 21 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, 15A ARC- 5, 15A Combo- 2, 20A Combo- 3 Notes: Addition and Service Inspector Signature: Date: June 23, 2020 S Devlin-Cert Electrical Compliance Form.xls ®'\oF soUyal � o 'own Hall Annex Telephone(631)765-1802 54375 Main Road cry Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'C! BUILDING DEPARTMENT TORN OF SOUTHOLD D OCT 21 2020 Buy"T=- C T0W111 G�'I-1TJ'i �Lr"-D CERTIFICATION Bate: ZS 2 O Building Permit No. H (a Owner..M 05Cn oLA 0 S (Please print) Plumber: k p1v�r-.�.,tti.a ark 1-�ea �� (Please print) �^ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers Signatgre) .j Sworn to before me this u�� day of 20� Notary Public, G�County SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,200 OE SO h� o . TOWN OF-SOUTHOLD BUILDING DEPT. cnorm 7651802 IN=SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ?FRAMING UNDATION 2ND [ ] INSULATIOWCAULKING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: hl l �= DATEAP/abi" INSPECTO pF SOUIyO # * TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 = NSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ - FOUNDATION-2ND = -� [­ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR . ftsf SO L4 036461 * # TOWN OF SOUTHOLD 'BUILDING DEPT./ 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s swo ' C 14A U, W z - PHI gee" Ems' /n .Mei* a DATE Z 1 INSPECTOR 77*( o���F SOUIyo - # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' " [ -] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C4AM 06/ 6d� u�T 64 PV^Y &i ffm h&' IQ lVeLa DATE INSPECTOR ho�a�P SOUTy�6 f V l 2-0 5 C * # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 765-1802 INSPECTION [ ] FOUNDATION 1ST j ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �d 141 0/\ + REMARKS: %�-t IV Al-. iKj ire TTS /Gi4G /NIFF�iTr�i DATE INSPECTOR oF SOUTyo6 # # TOWWOF- SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION- 1ST [ ] ROU PL13G.- [ ] FOUNDATION 2ND [ ] � I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cft &K vl AAli uv DATE I INSPECTOR M E R Y L K R A M E R a r c h i t e c t 2 6 0 H O RTO N S LANE Southold Town Building Dept. Southold Town Hall POST OFFICE BOX 1600 POBox1179 S O U T H O L D, N Y 1 1 9 7 1 Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 October 22,2019 m k a r c h i t e c t c o m RE: Moshouris Residence Permit#43661 To Whom It May Concern, To the best of my knowledge and belief,the new foundation at the above mentioned property meets the NYS code requirements and was constructed as per the drawings prepared by my office and approved by the Town of Southold. est Regards, 024802 y0� F OF N��N fg U \ OCT 2 2 2019 m 4-3 ��, f 205 OL- D Fcc4, � D AUG 1 3 2020 BUII,PWG DEPT. TO,7 -' "MOLD A r N ry n 1 t d z `µ � 3 �ro - W k ff s �JV � lie 's g c $ s x a 1 e �I Y r • I • '• ' • N , 'FOUNDATION(2ND) PLUMBING WN MIL ADDITION.41, COM ,tet_ i a BUILDI�NGIPERNUT(APPLIC,,A-TION,CHECKLIST TOWN OF SO1UTftOLW1'­ "'I " before applying? 'd*tfib'fdJlbv6g, BUILDING DEPARTMENT fjo you HdVe,ofdde TOWN HALL Board of Health SOUTHOLD,NY 11971 3§dts,ofBu'il'diii'g,Plans"", TEL: 765-1802 Survey — ..1"EMMYNO. J , Chdck! "'k" SepticTornt, N.Y.S.D.E.C. Trust&s; Examined, Contact: Approved ZOA „,'J "I" ,,1.Maiito: Meryl Kramer Architect it Disapproved a/c PO Box A 600,7Southold pNY 11971 Phone: 631 4778736 Builail '-S ctor.l.". EVE ]D 5 1 1,7 -,u MAR 2 6 2019 A&PLICATION FOR BUILDING PERMIT Date Match-22-- 20 19 TOWN OF .-,'.1.-JNSTRU­C`F1ONS ' i a. This application MUST be completely:illed in by typewriter or in ink and subniitt­ to the Building Ifispector with 3 sets of plans,accurate plot plan to stgi.Fee according to scheditle.C-)J1 b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining 'premises or public streets or areas, and wat;9i;w c. The Wdrk'&6v&fed'bY thi"s not be commenced before issuance of Bt(ilding Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit,to the applicant. Such a permit ", ( i - .! ,,, , shall be-kept on the premises available for inspection-thmighout'-the-wokk.. r ,, I ) ,,, e.No building shall be occupied or used in whole or in paTt for any purpose what-so-ever until a Certificate of Occupancy I is issued by the Building Inspecior". APPL,ICAT,10N'IS'BEREB,Yc'MA'bE-t6Ah&1BuildMRgDepartmeAt for the issuanceofa Bfiilding.P6nni.t-pursuEfnt'to',th'e Building Zone Ordinance of the Town=bf Southold;Siiff6lk'County,New York,,and other applicable Laws, Ordinances or Regulations,--for-the constr-u�tiQn.of-buil4ijR&444iogn§;'-Otadterati'-(ins,or for reiaQ ykt,0rhd olitipiR-,,15]ietein,described,The applicant'agreesto-comply,withialI plicablelaws;��ordriiinee_ in bjjilding code,housing code,_-andregulationsj,,7.nd to admit authorized inspectors on premisesand in building for necessary ipsp ti- s I( �of applicant or name;if-acorp'oration) ,a e , PO .bc% Sapp. &tmk4kAA ,, V11 jjqj1 stn 'e�el n p State whether applicant is 6*&t, ;kjent, architect, engin er, g r�l 6'oiitr�dto'r';'e'166tri'c'i'a";,plumber or builder Architect Name of owner of premises Irene Moshouris �1,r 1"ro, 'r), j(ps.pAthe tax roll or latest deed) If applicant is a corporation, signature of duly,authorized officer (Name and title of'corporate officer) BWId6rs1',icen"se'�No;.", Plumbers License No. Electricians License No. Other Trade's License No. J: j 4J 1. Location of land onWliichIprQposed_ ,.work will be done: 205 Central Drive Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 106 —Block 3 Lot 19 Subdivision Filed Map No. Lot (Name) 2., State existing use,-and occupancy-of premises,and,,intended use and occupancy of proposp*,construction:.' a. Existing use,a.n.d,qccupaqcy,,,,Sjh,gle Family Residential z , b. Intended use and,occupancy Single Family Residential r i. 3. Nature of work(check which applicable):New Building --,Addition X Alteration X A Repair Removal -'.-Demolition----- Other Work (Description) 4. Estimated Cost $200,000: 1 Fee (to be paid on filing this application) ' 5. If dwelling;number of'dwelling-units 1 Number of dwelling units on each floor 1 , total all floors If-garage; number of cars+: w.'1 ; 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NIA 7. Dimensions of existing structures, if any: Front 47.1 ' Rem. 47.1 " Depth 31-.4' Height 14.6' Number of Stories-' Dimensions of same structure with alterations or additions: Front 50.5Rear 50.5' Depth 44.5 Height, 14.6' Number of Stories 1 8. Dimensions of entire new construction: Front R,N/A if ' _ :Rear Depth n Height Number of Stories 9. Size of lot: Front 90.00' Rear 90.00' "Depth_ .. ,.,••120..00' .• , , { r. �, 'I, � _ . 'tiF'S+. i„ . .=`i ,7 t, �) .,i+.. •• r. i :ir t; 'i. ��.i.t 10. Date of Purchase November 5, 1997 Name of Former Owner Michael and Katie Moshouris, J7 N j '. `i.+ ,• ?i= ., 11. Zorie or use district in which premises are situatedFRL 12. Does proposed construction violate any zoning law, ordinance or regulation: No. 13.Will,lot be:re-graded•,,Yes,£c iWill eNcess RUlbe-removed'fromvpremises:J,(B. J NO I , r:i, • t i, ,tom tj:,l: , 2B.ay'ClubiDiiye:Apt1SU , „ !J,+.=:, ­i side NY 11 14.Names offOwner'of p`remise's`Irene%MbshoUris" ° "' •'Address pa Y � ,) �• -360.. °•'- °'Phone No;-s1,a 325=5752 • ' Name of Architect'•Meryl-Kramer = ' 't' -FF; ikd&eS§o Bok•l800;soutnoid,NY11197.11'aPhorie,No.''• 1631 477-8736 . Name of Contractor 'i 'A'd'dress' - !"_l ')Phone-No€s 15. Is this property within 100 feefof a;tidz11wetland? *YES NO X • IF YES, SOUTHOL'D'TOWI'TRUSTEES PERMITS MAY BE REQUIRED 16.'Provide survey;'to'sc-afe;4with acct rate'foundation plan and distances to property lines. 17. If elevation at.any point,on_property is,at 1.0 feet or_,below,must,provide,topographical.data;on survey., '. STATE OF NEW YORK) SS: COUNTY OF being duly'swbrn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, BUKIR of' ®tart'p,a10�,, �18505f1�Yom (S)He is thez,,iffolkCountY (Contractor,Agent,Corporate Officer,etcdo�Missi®ta�> ae- 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'lielief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this p� • • ' 2� �-C \day of V20 0 Notary Public n - 'Sign4turd,QfAp0liddnt ( iiµ 't f' .. i; i • • Scott A. Russell °su '� ST0IKMWA T1E1K SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area.- ❑❑X 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. ❑❑X E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management, Control Plan was received by the Town and the proposal includes- - - - in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME jypArylKram Ar tect 106 03 19 3/22/19 p Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 6 4778736 rr,kph-N-b.) Reviewed By: - - - - - - - - Date Property Address / Location of Construction Work: — — — — — — — — ❑ Approved for processing Building Permit. 205 Central Drive seormwater Management Control Plan Not Required. Mattituck, NY 11952 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,ContrActor,Other) Ze� )lOS�<f106 03 19 Stormwater Management Control Plan CHECK LIST M ramer Architect section Block Lot SMCP -Plan Requirements: Provide ONE copy of the Building Permit Application. Thea licant must rovide a Com lete Ex lanation and/or Reason for not iovidinDate * PP P P P providing 631477 8736 3/22/19 all Information that has been Required by the following Checklists i naTd*hom Nn be low 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 Herel YE NO NA If you need additional room for ex lanations, Please Provide additional Paper. show all of the following Items: � Y P p a. Location & Description of Property Boundaries FX �0 b. Total Site Acreage. 00 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing & Area of Proposed Land Disturbance. �0 f. Existing & Proposed Contours of the Site (Minimum 2'lntervasa) corner Elevations g. Location of all existing & proposed structures, roads, - driveways, sidewalks, drainage improvements& utilities. Sha'! 'nelude but net be - ' h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. ll ' 1. Location of proposed Swimming Pool and discharge ring. ==EXI . Afl j. Location of proposed Soil Stockpile Area(s). 0� ee ing o expose an or Inactive -so k. Location of proposed Construction Entrance/Staging Area(s). 0� ExistingDriveway .x g'' .:�• 1. Location of proposed concrete washout area(s). - ` ",,•: _ -Y� M. Location of all proposed erosion&sediment control measures. �= r=' 2. Stormwater Management Control Plan must include Calculations showing DRAINAGE INSPECTIONS A that the stormwater improvements are sized to capture,store,and infiltrate Contact TOS Engine _ on-site the run-off from all impervious surfaces generated by a two V)inch, 00 Backfill O g pr rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. that the drainage has been instakad W Code. Items requiring details shall Include but not be limited to: a. Erosion&Sediment Controls. Silt fence b. Construction Entrance& Site Access. 00 Existing driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING D PARTMENT USE ONLY**** Additional Information is Required. Reviewed & t O Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 3 Z SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector Yy�� � p T 2 8 2019 ,, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 w, •s Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �ry,'•p� ro errO-southoldtownnygov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (Ail Information Required) Date: leo Z2 j Company Name: rim �He _ Name: License No.: 4 2 M iZ_ email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name:,- Address: ame:-Address: 2,p Cross Street: Phone No.: BIdg.Permit#: 4 3 email: Tax Map District: 1000 Sections Block: _ Lot: 1 R BRIEF DESCRIPTION OF WORK (Please Print Clearly) C�le)o 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) ervice Size 1 P 3 Ph Size: 2J� A # Meters Old Meter# EOUndergroround Service Fire Reconnect- Flood Reconnect- Service Reconnected- Undergroun Overhead Laterals 1 2 H Frame Pole Work done on Service? N Additional Information: .PAYMENT DILE WITH-APPLICATION Request for Inspection FormAs e �/ Utirot r,, BUILDING DEPARTMENT- Electrical Inspector G b 'J TOWN OF SOUTHOLD t x�, Town Hall Annex - 5437 5 Main Road - PO Box 1179 Southold New York 11971-0959' ' Telephone (631) 765-1802- FAX (631) 765-9502 0� " rogerrpsoutholdtownny.gov -r seand(_sou holdtownny gov 1. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN2r-0Rf0ATI0[� (A.11Information Required) Date Company Name: i fc� Name- License ame License No..- 2 - ;t( iemail: Address: � �`� } �;�- C�� � ��e,� /j Phone No.: JOB SITE INFORMATION (All Information Required); " Name. 61 0S ` 'Dv �'I S Address: ?lp �1 �� v Cross Street, Phone No.: Bldg.Permit #" 4 3&, email. Tax Map District: 1000 Section- p Block: Lot- (� BRIEF DESCRIPTION OF WORK (Please Print Clearly) ar� C 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) ervice Size lop, 3 Ph Size: ��A # Meters _ Old Meter# ew Service Fire Reconnect - Flood Reconnect - Service Reconnected - Undergroun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION 4�e �') Request for Inspection Form As 9 /� S�Oji PERMIT# Address: Switches f Outlets GFI's I Surface I� Sconces I�, H H's �I UC Lts 2 Fans Fridge f HW I I Exhaust Oven Dryer Smokes � DW A Service Carbon Micro Generator Combo I Cooktop Transfer AC �( AH Il Mini Special: Comments zC04&n2m*1� S1/f e 0,06 1 f7 C- — 2 a VM���lf > Town Hall Annex .., ` Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 .r Southold, NY 11971-0959 DO BUILDING_DEPARTMENT ,NOTICE_ OF UTILIZATION_OF-TRUS-S.TYPEM,ONSTRUCTION'a PRE-ENGINEERED T _ .WOOD CONSTRUCTION'ANDlOR-TIMBER CONSTRUCTION; - Date:: March 21'2019 Owner:, .. _Irene.Moshouris Location of Property:,._ - 205_Central Drive.Mattituck.NY 11952 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure 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) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:; Name (person submittingPis form):.__ -Meryl Kramer, Architect-_ _ -- Capacity(check applicable line): Owner X Owner representative TrussReq%docx Effective 1/1/2015 -E- PER REFLECTIVE WHITE REFLECTIVE-RED PANTONE #187 - ' t r - 4 t I{ 1/211 STROKE The construction type designation shall be - 66191; 6611'1791 6411011 gi fflor AAVII to indicate the construction classification of the , structure under ' DESLG`NATIO;'N; ; ,O ti TRU,C-TUNALt section 602 of the BCNYS C"O' I#06,k-ENTS TOATARES:,aF TRIS_S TYPE; CO.NS'TRUCT,IN KF11 % FLOOR FRAMING, INCLUDING �= GIRDERS AND BEAMS, I•, '■ ccR�1 ROOF FRAMING F•R? ;FLOOR AND, ROOF FRAMING STANDARDS AND-CODES - -- _-__ _. =- �`--____ Ludlow Homes Thomas M. Ludlow 105 Ole Jule Ln. Mattituck, N.Y. 11952 (631) 298-5080 To`m@ludlowhomesco.com r Hello John, Here are some pictures that requested after the Moshouris final inspection on 7/1. Ms. Moshouris had some existing plumbing and wiring in the basement that you wanted to see capped off. This is for BP#43661, located at 205 Central Dr. in Mattituck. If you would, please confirm to me that these pictures satisfy you so that I can patch in the area and paint it. Thanks, Tom Thomas Ludlow Ludlow Homes Co. 105 Ole Jule Ln. Mattituck, NY 11952 Ph/fax (631) 298-5080 C. (631) 680-2651 D D � � AUG 1 3 2020 B ,DING DEFT. M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1600 S O U T H O L D, N Y 11 9 7 I Atritim Southold Town Building Department Via: Drop Off 6 3 1 4 7 7 - 8 7 3 6 Address 205 Central Drive,Mattituck(106.-3-19) Date: November 18,2020 m k a r c h i t e c t c o m Re: Moshouris As Built Final HD Survey CC: WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications []Copy of letter COPIES DATE DESCRIPTION 1 11/10/20 As-Built Final SCDHS Approved Survey THESE ARE TRANSMITTED as checked below: ❑For Approval x Foryour use ❑As Requested ❑ For review and comment REMARKS: Submitted documentation for the Certificate of Occupancy Irmur1+ -- LF Drawing Legend: _ Wall To Be Removed IWall To Remain INew Wall II New Foundation Wall I _——__—— Lines Above- Lines Below I ----- Guidelines I ,I ----•------ Fence 1000 - 106. - 3;20 101 Door Tag N/O/F TAU PATERA MOU LLC IMPROVED - PUBLIC WATER 101 Window Tag ISection I Sheet A-XXX i t i ,x��- —•y I Detail Tag 4> I I Elevation Tag I x I \ x nxxx x `Interior Elevation Tag I SOIL STOCKPILE AREA x I 17.1' I I I ' iI M E R Y L K R A M E R I EROSION &SEDIMENT CONTROLS a r c h i t e c t Shall include but not be limited to: I A well .. : • • • / � maintained Construction Entrance, TION OF EXIST. / Wire Backed Silt Fencing, stabilization & 2 6 0 HORTONS LANE .1 1 DF3 VEWAYTO REMAIL! DW3 N Seeding of exposed and/or inactive soils. POST OFFICE BOX 1 6 0 0 SOUTHOLD, NY 1 197. 1--=- ' •' ' DO Q 6 3 1 - 4 7 7 - 8 7 3 6 ` TEST HOLE sn _ LOCATION ��y I mkarch i t e c t c o m m. r DRAINAGE INSPECTIONS ARE REQUIRED p .::; : ::• ��o Contact TOS Engineering at 765-1560 before ?• o m I Backfill, OR Provide Engineer's Certification -0 IN that the drainage has been installed to Code. ALTERNATE 1: BURY ELECTRIC SERVICE Moshouris I 2 05 Central Drive • 1,; `.• CONCRETE WASHOUT AREA Mattituck, NY 11952 I•. . SCTM#(1000-106-03-19) EL=58.6' Y'.:EXISTINQ: ATER METER- .. ;','CO REMAIN 90.001 EXISTING UTILITY POLE- i •II•;:';•• TO REMAIN ..t . . Site Plan 1 ' I --WATER-------------------WATER----�-- APPROVAL OF STORMWATER MANAGEMENT ) RIVEC/L EL 57.9' CONTROL LA -T' Code Ater 2 Date: S Approved b SCALE:As Noted N .Y DATED OCTOBER 24, 2016 A-001 149618 © 2018 Meryl Kramer Arctlitect ;� All Rlghts Reserved n,NIAV A Lo -lyil 4, 7 P^ 11 , .111,aV V6! AD TM # 1000-106-3-19 NO SURFACE WATER WITHIN 300' %5. m 2—v ,sr '06. 3 -27 S LIVING TRUST PUBLIC WATER 001 -—-—-—-—- -—-— - LLJ U) DW2 cr- m ----------- Z m - 3 -18 cl S HALKIAS cI 3LIC-W4-TER-- r E!l !3 DECK 101-0 TI .. ............. IOPOSED IGOLA 'DR vi SEPTIC SYSTEM TO BE t 'LEAN AND REMOVED IN — 4CE WITH SCHDS STANDARDS PORTION IUN OF EXIST. SEPTIC TANK-4 BIR RES O- CAPACITY-1250 GAL ASPHALT PAVING T -rn ;URF AREA-34 SF \ ;,'4,y BE REMOVED-NOTA > EFF. DEPTH CONTRACT LEACHING POOL 101-0'�JMIN )EWALL AREA 8' DIA X 12' DEEP NIS 50%EXPANSION TANK 5' MIN DW4 E 51 ---------- \.Of EL=583 JEX I ST.I NQ ATI REN S 86 00' 30" E Ynl Ell SCTM# 1000-106-3-19 SCHD-A R®VAL: _ I I �5�1�,ylCE,S PROPERTY 205 CENTRAL DRIVE '" -+ —�` mil SN 6 Ow IEALc ADDRESS MATTITUCK,NY 11952 U%•FOLVi COU NiY ja s°F•-° ' 'Iu?IC,;•.1 v®R�* 1000- 106 -3-26 �IvPClie� V.OR A?PRG sfA'OF C0 N/O/F SPIROS KOSTARAS ZONING R40 StNGIAt�its � eE® } EL=57.6' N 86 00' 30„ W IMPROVED -PUBLIC WATER 90.00 EL=58 4: _• BUILDING HEIGHT ALLOWABLE- 35' co ACTUAL-15.5' l.n L° ENERGY CODE COMPLIES WITH 2015 IECC DAT �i� rLTI � LOT COVERAGE LOT SIZE 10,800 sf ( , �„� Allowable Lot Coverage-20% �`,C�P►�O*3 ID_ P. f�a W I (10,800 sf)X(.2) 2,160sf O TM#1000-106-3-19 CO �f36�h�A:=le.aUe°� IM'`'" 3.1' NO SURFACE WATER WITHIN 300' /^� � DWI) . � EXISTING LOT COVERAGE ���tI S T ,C yEA S IFR® 0Ak O A��� _ Existing Dwelling 1,125sf 1000-106 -3-27 m PROPOSED DRYWELL, Existing Deck 410sf N/OTHOMAS Y - LIVING TYP.OF 4NG TRUST v Existing Basement Stair 35sf Existing Garage 175sf IMPROVED - ¢[ e m ® ® o e ® o e e TOTAL- 1,775sf PUBLIC WATER u'� ;�':` /^ (16.5%) f .�'.;,°��'1£�.:35it-t �-„�`-A��.:'Y =-�i: _u;'_t __ �z",., °^?i: :�C a`1 1 ---- •—•---• � � PROPOSED LOT COVERAGE ; r• ,, 4-r -- 9 = ; _ DW2 ) \ Renovated Dwelling 1,547sf _. w _ s' vaLt �� I Renovated Decks 364sf C.n vo B Exist.Bsmt St(unchanged) 35sf _ �, _ ` ,, 2 I Exist.Garage(unchanged) 175sf __ TOTAL 2,121sf rn q „ , u 11216 ELEV=58.5' 1000- 106. -3-18 : \ (19.6%) DARK BROWN LOAM OL N/O/F NIKOLAOS HALKIAS z O N/O/F 1TAU PATERA MOU LLC IMPROVED -PUBLIC WATER IMPROVED -PUBLIC WATER BROWN CLAYEY SAND/ EXISTING: 17 2" �D ARC' q SANDY CLAY SC/CL PROPOSED DECK ADDITION -DECK"-==_ �5 ,t L K/?4 1j• IJ _DECKING--91 0 \ EXISTING SEPTIC SYSTEM TO BE O =_ _- NEW BLUESTONE PAVERS PUMPED CLEAN AND REMOVED IN = -=-- -_ PORTION OF EXIST.ASPHALT PAVING TO BE REMOVED ' ACCORDANCE W/SCDHS STANDARDS Z p I ��� PORTION OF EXIST.DRIVEWAY TO REMAIN PROPOSED SEPTIC TANK-4 BR RES PALE BROWN FINE SAND SP MIN TANK CAPACITY-1250 GAL o �2 � Y DW3 ) O TQC` `Lny� ix MIN.LIQ.SURF AREA-34 SF r — 9 � � � / O OF NI (/) 8'DIA.X 4'LIQUID DEPTH + y •� �' O Ix PROPOSED LEACHING POOL 8'0�j O�\�°\ ®'10 "MIN '" ION EX ST NG WATEST HOLE OERTL NE TO REMAIN LU 300 SF SIDEWALL AREA � NOTES: COMMENT:NO WATER ENCOUNTERED (1)POOL-8'DIA X 12'DEEP 10 �' �, �- 1. LOCATION OF CURRENT SEPTIC TANK LOCATED ON 10/24/16 TEST HOLE DATA SUPPLIED BY MIN zW { TO RELOCATED METER OVERHEAD ELECTRIC INE SURVEY J PROPOSED 50%EXPANSION TANK � z "` � f� OIWR�B`GEOselEM 2.ELEVATIONS REFER TO N.A.V.D.1988 DATUM SILT FENCE _ CONCRETE WASHOUT AREA .� i f I gs EL=58.6' 3.UNDERGROUND UTILITIES ARE BASED ON SURVEY AND ARE 155.55' EL=58.3' LO ;,r`4 : 90.00, EXISTING UTILITY POLE-TO REMAIN APPROXIMATE,CONTRACTOR SHALL CALL 811 AND HAVE THEIR S 86 00' 30" E EXACT LOCATIONS VERIFIED AND MARKED. `•-=�3�''I !'tea EXISTING WATER METER- TO REMAIN s v 4.SCWA-WATER VERIFICATION REQUEST(10/18/18)-ALL 'a3 i a��a�.� �' ,E, PROPERTIES WITHIN 150'ARE CONNECTED TO PUBLIC WATER b.-•� a da-c;a�L : a_,3Ispa- i o ;a , CATC BASIN 5'MIN SEPARATION--_-------- ---WATER— WATSR—_ ------WATER------- IA-INA NS CENTRAL DRIVE C/LEL57.9' DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED DRAINAGE PROVIDED(MIN.) Site Plan ME R Y L K R A M E R MAIN HOUSE ROOF-1,884sf 1,884sf x 1 x.167=315cf 0 Scale: 1" = 20'-0" a r c h i t e c t (existing+proposed) 1 2'DEEP X 8'DIA.=2 LF DW-1 N �—®1 m '� 1 3'DEEP X 8'DIA.=3 LF DW-2 SITE PLAN INFORMATION BASED ON SURVEY DATED OCTOBER TOTAL 315cf/42.2=8 LF 1 3'DEEP X V DIA.=3 LF DW-3 24, 2016 BY PECONIC SURVEYORS, NYS LICENSE #049618 11.7.18 Rev 12.4.18 2 6 0 HORTONS LANE or 2'DEEPx6'DIAEquiv) DW-4 (Rev POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 1100%COEFFICIENT OF RUNOFF CALCULATED 205 Central Drive 2 Mattituck NY 11952 6 3 1 - 4 7 7 - 8 7 3 6 SCTM# 1000-106.-3-19 mkarchitect , com I i SCDHS REF.# R10-18-0132 SURVEY OF PROPERTY N A T MA TTITUCK TOWN OF SOUTOLD SUFFOLK COUNTY, N. Y, 1000-106-03-19 SCALE: 1'= 30' �- CENTRAL OCTOBER 12,, 2016 JL �OJE-" ELcr6., OCTOBER 24, 2016 (REVISIONS) PAVERS � Of AUGUST 11, 2020 •� ® ���� APRON GATGH POLE EDGE P VEMENT ASIN SEPTEMBER 14, 2020 (WATER METER) S86100 30"E WATER METER EL-58.6' 90.00' GMF �( EL.56. o WF N 151.55' O LPO n O ® � � m O O E m . N ST O ,.. STONE WALK N i Ik' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WOOD STOOP •B• W 221' r �� -tt APPROVAL O; CCN':T R � r ��- m 33.4 h GANTJ DECK I >:T I i;l(}rR :;1=®D —~— ARBOR LOT A SINGLE RESIDE� or 159 ®V 2020�y ;� io 1 5TORY - OVER DECK ®�a� 1 L02� H-8- -q- mi w AC I R. HOU65oE M — F FE. - - UNITS F NF7 R. EL. 6'- - 6E ----- -- - - 15 -The Sewagi'diS"pOsal and W4'+3!sigiply{?Ci?ti,�S V this lwation rave b CANT�- 5'E O Id1S$>OCiL'C5 onclfar c eritietf by Pais DeoarLYeeni or oum %jencias and found _ FR be satisfactory FOR A NIAXJI llUM QF,� BEDROOMS. GARAGE - at rn TG.ES -STONE' W 17.1' 15.4' ^ - PATIO —.[ C' O ® ® J �,�) (Ri'��ft:E:: :..1'`t C�'v`GSC:'J1JuIt'fiv��flix�vi^ii�'Y1t LOT 157 M z o.I FT 1 MQ LOT 158 GON 311 0 �j z EL.58.- U/c M LOT 160 PROPANE M of TANK V) EL-.58.4' CHAIN LINK FENCE m 2 SEPTIC LOCATION 8 of FR. N 0.6m EL 57.6 rlMF �_r;-7 t't I `.J'-I �/ __.'1 SHED MAKE5HIFT GLA55 + METAL I E.GOR ENGL05URE / PEN AROUND 5HED j O.I'E. 'A' 'a' j N86'00'30"W I 0.4X NOV 1 2020 ST 16' 21' j 90.00' j LP 27' 16' LOT I LOT 162 j �' ` `• << ,�,OF 1�EI,VY ■ - MONUMENT j j ��'t ,� ETe'00� EL.58.7'- SPOT ELEVATION LOT NUMBERS REFER TO MAP OF CAPTIN KID ESTATES FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JANUARY 19, 1942 AS FILE NO. 01672. O. 49616 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON PE RS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) — 0 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISI01V 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF AREA= 10,800 sq-ft. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 16-09'2 SOUTHOLD N.Y. 11971 CGenerated by REScheck Web Software �(J Compliance Certificate Project Moshouris Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 205'Central Drive Meryl Kramer Mattituck, New York 11952 Meryl Kramer Architect 260 Hortons Lane PO Box 1600 Southold, New York 11971 631 477 8736 meryl@mkarchitect.com Oompliance: .d Compliance: 16.2%Better Than Code Maximum UA: 142 Your UA: 119 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 665 40.5 1.2 0.025 17 Wall -North:Wood Frame, 16"o.c. 112 28.0 1.7 0.045 4 Orientation: Front Window:Wood Frame 13 0.290 4 SHGC: 0.28 Orientation: Front Wall-East:Wood Frame, 16"o.c. 154 28.0 1.7 0.045 6 Orientation: Left side Window: Wood Frame 23 0.310 7 SHGC: 0.27 Orientation: Left side Wall -South:Wood Frame, 16"D.C. 145 28.0 1.7 0.045 5 Orientation: Back Window:Wood Frame 20 0.290 6 SHGC: 0.28 Orientation: Back Window:Wood Frame 20 0.290 6 SHGC: 0.28 Orientation: Back Wall-West:Wood Frame, 16"o.c. 409 28.0 1.7 0.045 14 Orientation: Right side 44 0.310 14 Project Title: Moshouris Report date: 03/20/19 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter Window:Wood Frame 44 0.310 14 SHGC: 0.27 Orientation: Right side Floor: All-Wood Joist/Truss 612 25.0 1.6 0.036 22 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The propose building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the Unidt requir s i d in the REScheck Inspection Checklist. c-*- Name Name-Tie / r Date Project Title: Moshouris Report date: 03/20/19 Data filename: Page 2 of10 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION FLOATING DOCK PROPOSED VERTICAL ENLARGEMENT IL k PROPOSED COVERED PORCH/STOOP ^_TQ n- � I Q �1N � LuJ G Kti n 1 2 ., -wo a o 517E LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 517E PLAN b 15 O SUBJECT TO VERIFICATION BY A LICENSED a' SURVEYOR. THE INFORMATION PROPOSED 2ND STORY FRAME ADDITION AND 2 STORY FRAME z Z REPRESENTED ON THI5 SITE PLAN 15 TO THE O ARCHITECT'S BEST OF KNOWLEDGE. = Q l ?46 �L 2.SURVEY INFORMATION WAS OBTAINED ADD I T I ONS TO EX I ST I NC HOUSE AND O ARAO E. PROPOSED Z Er W 9' s • I FROM A SURVEY DATED SEPTEMBER I1, I N-GROUND POOL. PROPOSEID HYDRO-ACTION AN400 I/A OWTS. a J > 2021 AND PREPARED BY3 co lu BARRETT BONAGGI d VAN WEELE,PG Z 0) O I"15A COMMERCE DRIVE Yrl \ -_ HAUPPAU6E,NY 11188FROJECJ DATA : z }. 1 Fbg� Op 3 TELEPHONE: (651)455 1111 Q Z ri -1 N \ �9' W (C c;• _ \::'. . .. i>, i \\ :yam\ `: ,: O �-- s ------------------ X7:.1 Z'4114G'i;;TA' \\. \\ .1 O ���". =\\v �"° .\.. � '\\' a\�.. »z; (� 56 \, TAX MAP#" 1000-63-1-31 w L_M_EAN H 54i°311'10"E 26.03' F V WATER'- I`�_I-1_- '�/ \-------- ZONING DISTRICT R-40 NO U J (ELI=o.B j -------- ___ •� LOT AREA 0.6 AGRE5 a MEANI v WATER(EL!GpB� CofO -ONE FAMILY DWELLING NO.Z12051 NOV. 25, 1-155 OTE: ALL CofO -ADDITION No.Z-15221 JAN.21, 1981 I. FLOOD MAP DATA: -------- --------___ ---___ MAP#: 56105001bbH 4-1------- N 4 CofO -DECK ADDITION No.Z-15222 JAN. 21, IcIb1 MAP DATE: 011/25/20011 -_ - , FLOOD ZONE5. X E VE(EL b) 6 __ ------ _ - -- 6 2.SITE PROTEGTIOW5ILT FENCING TO BE 8" a ONE VE(EL 6) _ -- 8 FEMA FLOOD ZONE X 6 VE(EL 8) INSTALLED AS REQUIRED BY THE TOWN OF I ZONE X _ _ _ _ e �O WETLANDS DISTRICT PENDING SOUTHOLD. 10 O �0 �� 5.SURFACE WATERS OR WETLANDS ARE121111 _tR_ iC3 � Q /��/ DEG DISTRICT PENDING N.J. LOCATED WITHIN 500'OF THE PROPERTY. m ----__ ____-- -- 12 14t _�_ � SUFFOLK COUNTY HD APPROVAL PENDING 4 BEDRM. 4.ELEVATIONS REFERENCE NAVD Igbb f -- --__ - \ �'e a .1/0 PLANTER ---- _ >i.; ��.. :'�;��,u;e. "\���\� �...:\� N yyO�D BORDE rob O i ,. .�' \.., . rv ` N I HABITABLE SPACE EXISTING PROPOSED OWMOM 01,W21 "414 BASEMENT AREA O S.F. O S.F. WIDONN V, Box 1000 - lU ROP SMOWIENC `� 1 FIRST FLOOR AREA 12114 S.F. 1860.2 S.F. 60UT1401D.N.Y.H."I I F= l { ry STEPS d(LANDIN65 691.763.9677 � N DW i ry / i� SECOND FLOOR AREA 188 S.F. 1,861.4 S.F. 005 m O 1 TOTAL BEDROOM COUNT 5 4 oft. aVAFX eRaM LOAM ( ODIFIED WALK sN DROaw N PROP. 'PROF eµ0 =ROIH 13 PROP.STOOP&H k DW \c:°i:` 3'seIso-- = OUT 1 < 41 EXIST. O A \ = DECK SHOWER \ 111.1' - L1 yV1,A�.>;v:: 4'x4' 1 ' Pf oro _ _ I .'DESCRIPTION(FOOTPRINT) ARE I n PR02P DSED ___-_ - PROF O LL GATE � COVERAGE n ---__= YO ao 1 TOTAL LOT AREA 26,1154.0 S.F. � ���� 1 STORY EXISTING 11.2' _--___ 1 d 2 STORY FRAME HOUSE _ ry $ GARAGE } - = _ 5,- yyp.TER EXISTING FRAME DWELLING 1;126.0 S.F. 6.4% _ 14A 20.5' m in (4 BEDROOMS) p ti \�` MB EXISTING DECK 615.0 S.F. 2.5% MEAN Gff -1_ - / /r F.F. EL.=18.11' m is j \ O GAR. EL.=I'I.8' n % ` EXISTING PLANTER 19.0 S.F. 0.5% 61 wneemrnl.e � i v_ 2�5T��ED EXISTING FRAME WALK(ON LOT) 114.6 S.F. Ob% aeoawrv�seµo 1 ADDITION -�= Q 3•�' , 1 PROPOSED COVERED STOOP 50.0 S.F. 0.2% WTe'°ROUND1'4TM CVRD. _�6 _ \ PROPOSED COVERED PORCH 80.5 S.F. 0.5% �ems'ee�ow PORCH 18 PROP• -_ _� __ � u� PROP05ED ADDITION 614.0 S.F. 2.5% W PORTICO \ 1 O: �O� PROPOSED POOL 512.0 S.F. I.q% 0 1 1$ O 1V'l isiz o PROPOSED REAR STOOP ?51.0 S.F. 0.2% 1' I PROP.SEPTIC p \` PROPOSED OUT SHOWER 15.0 S.F. 0.1% J 1 I SYSTEM �\ 00 \16 TOTAL AREA OF ALL STRUCTURES S.F. 14.8% JNE 1y ry\p D_ "MAXIMUM LOT COVERAGE ALLOWED - 209; o - � NEW I \, p'. .c. \1W. �u \ s \\. IEGtt �S : � MAI EFIILDIN .a'. :; \ . \\ ;\p, 1 � \\ L.P. �\\\\...�a������\\� \:''�a .'�...W. , x \ I 16.0' REQUIRED EXIST. PROP05ED COMPLIES Jul PROJECT: / ROo i 1 TES HOLE U: z0 1 PROF ~ T 3 FRONT YARD 40.0' 1113' 68,11' YE5 ELE\/. 11.2' ,� o R E R IS I I N m-\ i jg PROP.4'POOL 1 51DE YARD 15.0' 15.8' 15.51 NO ENCLOSURE RESIDENCE _ \\ `POOLI FENCE N BOTH 51DE YARDS 55.0' 411.5' 41.1' YE5 'ROP PROP.4'POOL d \DW 1 DW ENCLOSURE p - ' REAR YARD 50.01 86.51 56.51 YES 1515 CALVES NECK ROAD N _ FENCE SOUTHOLD NY 11971 1 �I DRAWING TITLE: A.� Q y. PROJECT LOCATION&SCOPE SITE PLAN&ZONING DATA N4-F'O&I0"W 125.48 ' u �.. PAGE: `a Na � _ GALVE5 NECK ROAD : o e 10 w so 40 so S I TE PLAN , ` , µ LATE 1OF 3 50A E: 1 = 20'-0" O . ' e.. a1 \a . :: DRAINAGE SYSTEM CALCULATIONS DRYWELL/DRAINAGE STRUCTURE NOTE: ;aS�:.; R k:. 3. R C DRIVEWAY AREA= 11.73 5cL. Ft. A MINIMUM 10 SEPARATION 15 REQUIRED BETWEEN WATER SERVICE . °° `. : Q�3 S Ft. X 0.17- 166 ,.�. `. ., a I\\" 'f ,Q a• . ° ': _:. '\ �.:• � + SUBJECT \ \ � � r LINE/LA7ERAL5/MAINS/SEPTIC/LEACHING �' ,;:' \ .\':r 3 �RIW 166/42.2- 3.Q VERTICAL FT. OF 8 DIA POOL REQUI "�; � `��. � a �,,, � RED �, '� �: '�. ' s��. �•:. h /SEWER AND THE EDGE OF ALL �' < `' €> c' " �� ' � .tea.• ���� PROPERTY PROVIDE (1) 8 DIA. X 4' STORM DRAIN POOL , . L a"" a.. STORMWA R .. TE DRAINAGE LEACHING STRUCTURES :a. ..'akm, :'' �\ 1. DRAINAGE SYSTEM N LEADER NOTE:AREA- 2,530 SGS. Ft. � Q' 2,550 ScL. Ft. X 0.1.7= 450.1 CONNECT ALL LEADERS COMING y � .9 0 7 05 ,{U 451/42.2= 10.2 VERTICAL FT. OF 8' DIA POOL REQUIRED FROM W17ER5 TO NEARESTLOGATI ON MAP TFC) N�`N PROVIDE (5) & DIA. X 4' STORM DRAIN POOLS DRYWELL. E(�ALE: NT5• GENERAL_ SYMBOL <E1': EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME(L.O.5TL. EXI5TIN6 TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME(L.O. NEW FOUNDATION WALL 5TL.WHEN APPLICABLE) W J NEW I-HR FIRE RATED ® MIN.(2)2"x4"STRUCTURAL WOOD FRAME(L.O.STL. P05T FOR 4"WALLS WHEN APPLICABLE) (MIN.(2) 2"xb"571ZXTURAL EX15T. FRAME Q P05T FOR b" WALLS),U.O.N. DECK NEW 2-14R FIRE RATED p NEW STOOP WOOD FRAME(L.5.5TL. J WHEN APPLICABLE) NEW OUT SHOWER p 4' x 4' °- NEW LIVING = Q ROOM r- NEN DINING Q w ROOM I 1 -� L J21 z � 0 v � azN00 ul) w vi �0 w r- =3 MODIFIED NEN =ry v `oi g O KITCHEN EX15T. 5REAT 5UNROOM w ROOM n NEW MUD 0 v ROOM O � Q MODIFIED 2 GAR GARAGE NEW COVERED PORCH rl NEW PORTICO C O 20'-2�/2" FROFOSE17 F I RST FLOOR PLAN ;.4� `' > SCALE: I/5" = 1'-0" 1,860.2 S.F. HABITABLE S.F. CROSS AREA IAAR Q 9�2022 -1 zz w U lil a 0 NEW BEDROOM PROJECT: NEW BEDROOM NEW BEDROOM RERISI RESIDENCE NEW BEDROOM M 1515 CALVES NECK ROAD -- — SOUTHOLD NY 11971 I NEW OFFICE DRAWING TITLE: I PROPOSED FLOOR PLANS I v tRE NEW \ NEW 0 NEW o ROOM BATHROOM BATHROOM PAGE: � R Z BA-2 NEW JL BATHROOM =DATE-02/25/22 2 OF 3 RSD Ate q O < r -A r FROFCSF-17 SECOND FLOOR PLAN < 5GALE: 1/5" = P-O" �,� 1,80.4 S.F. HABITABLE 5PAGE; 2,0016.5 S.F. CROSS AREA -y 405 0 T�©p t4E�y a Q 0 w w morme 0 1— 1 �. N Z 0 N ci ... ....... ................... Z 1 111111 11 IT 11 11 IT 11 11 IT 11 11 AkFROPOSED SECOND FL. IT I IT 11 11 11 IT 11 _ 00 Q J Z19tc0p 11 t1l I II IT II III - Y O I II IT II I # # Z >: 4 D: J N EXIST. FIRST FLOOR FINISH Ln Cr � ELEV ®O®O 1 1 111111 111111 Jill M o m Lo M Ti EX15T. GARAGE_SLAB ®® w Tj ELEV. II-'7.8' w H c� AVERAGE GRADE ® HOUSE U ELEV. +15.1' it SOUTHV4EST (FRONT) SCALE: 1/8" = I'-O" �' e7r,751� , F 11 111111 HII 111111 111111 Will 111111 11111111 1111 IIITII IIITII 111111 IIITII IIITII 11 111111 111111 111111 111111 11 111111 111 11 Mill 1111milli IIIII If IT] 11 IT 11 1111 1 1111111 1111 1111 11 111111 1111 11 IIITII IIIT IIITIl 111111 11111 111111 111 .11111 111 11 111111 1111 1 111111 lih 11 11 lill 111111 Will 11 L ft 111 11 IIITII III I I ITII III 77 7" Emma H H Mm : .-ara� ,:��:: �^-ate,._P.::zap max:a��. :-^�;r;�••. ^s�•�:=:•�=�� ❑ ❑ EL ❑o 11 11 IT It I J ❑ NORTHNEST (LEFT S I DE) SOUTHEAST (R I O HT S ISE) W SCALE: I/8" = I'-O" � SCALE: I/8" = P-O" PROJECT: RERISI RESIDENCE Www", $. <`. '. L.crosxmr a�:a.' ".Y....a. R._. i°�':•. :�o<:,'��,i.. r, •• 515 CALVES NECK ROAD SOUTHOLD NY 11971 DRAWING TITLE: EXTERIOR ELEVATIONS 11 IT 11-11 1111 11 lill 11 11 IT II ii ITT 11 11 IT II III- 11 111 11 IIITII IIIIII IIITII III PAGE: Z BA-3 El El DATE:02/25/22 3 OF 3 ail � s '• ° N 3 405 -%0 F NORTHEAST (REAR) 01F NES SCALE: 1/8" = 1'-0" I spa SCTM# 1000-106-3-19 I I I I PROPERTY 205 CENTRAL DRIVE Issue Date: Set: � i 1000- 906. - 3-26 3/22/19 PERMIT ADDRESS MATTITUCK, NY 11952 N/O/F SPIROS KOSTARAS I 4/2/19 PERMIT RESUBMISSION ZONING R40 I IMPROVED - PUBLIC WATER i 4/16/19 PERMIT REV. BUILDING HEIGHT ALLOWABLE- 35' I ACTUAL- 15.5' I EL-57.6 N 86 00' 30" W 90.00' ENERGY CODE COMPLIES WITH 2015 IECC EL= 58.4 — APP OVED AS NOTED ——— —— 3&1 LOT COVERAGE ;� I DATE: � i4 B.p,� LOT SIZE 10,800 Sf � FEE: b gy; Allowable Lot Coverage 20% tri 3.4' ' NOTIFY BUILDING DEPARTMENT AT (10,800 sf) X(.2) 2,160 sf 765-1802 8 AM TO 4 PM FOR THE y , FOLLOWING INSPECTIONS: EXISTING LOT COVERAGE RAME RAGE I Z �' I. FOUNDATION TWO REQUIRED Existing Dwelling 1,125sf b >;MAtN`� FOR POURED CONCRETE Existing Deck 410sf > TM # 1000-106-3-19 W `� �SRED,� 2. ROUGH - FRAMING & PLUMBING Existing Basement Stair 35sf W O ,L MBt NO SURFACE WATER WITIHIN 300' I CYI ,� 3. INSULATION Existing Garage 175sf CTI 4. FINAL - CONSTRUCTION MUST TOTAL- 1,775sf �\ I W Yg BE COMPLETE FOR C.O. (16.5%) , �_ �� T r cOcJis ALL CONSTRUCTION SHALL MEET THE W 3.1' co / � mts`�tTi'v ON„ � REQUIREMENTS OF THE CODES OF NEIN PROPOSED LOT COVERAGE Q ( IDwellin Existing ?Q8 .I, xisg g 1,125sf � DW1 � m �O� 02 .(O� YORK STATE. NOT RESPONSIBLE FOR EC N W DESIGN OR CONSTRUCTION ERRORS. Proposed Addition 422sf < / E Renovated Decks 364sf I Extg. Basemnt St(unchanged) 35sf Extg. Garage (unchanged) 175sf COMPLY WITH ALL CODES OF TOTAL 2,121sf I NEW YORK STATE & TOWN CODES (19.6%) 1000- 106. - 3-27 = PROPOSED DRYWELL, TYP. OF 4 AS REQUIRED AND CONDITIONS OF N/O/F THOMAS LIVING TRUST 0 IMPROVED - PUBLIC WATER Drawing Legend: INU Wall To Be RemovedC BOARD ROOF DRAINAGE CALCULATIONS SD : .°,ft STEES DRAINAGE AREA CONSIDERED JDRAINTGE REQUIRED DRAINAGE PROVIDED(MIN.) Q I Wall To Remain MAIN HOUSE ROOF-1,884sf m New Wall (existing+proposed) 1,884sf x 1 x.167=315cf I— i \ ' EP X 8'DIA.=2 LF DW-1 LLl / \ \ I New Foundation Wall 1 DEEP X 8'DIA.=3 LF DW-2 ( DW2 \ ——————— Lines Above TOTAL 315cf/42.2=8 LF 1 T DEEP X 8'DIA.=3 LF DW-3 OCCUPANCY OR 1 V DEEP X 8'DIA =1 LF DW-4 \ -- Lines Below or 2'DEEP x 6'DIA Equiv) Q �� USE IS UNLAWFUL -" ❑_ _ — Guidelines 1 % — \\ \ I -NOTES: Fence WITHOUT CERTIFICATE 1000- 106. - 3-20 N/O/F TAU PATERA MOU LLC 101 Door Tag Q ROPOSED ADDITION OF OCCUPANCY -v 2 I IMPROVED - PUBLIC WATER M \\\\ 101 Window Tag " \�\ �Iwcxx�►— —� Section X, ELEV= 58.5' r' _ — — — y' - \ I �// Sheet A-XXX r•— DARK BROWN LOAM OL Z X � I Detail Tag DPAIR�.AG�IN11 �PEC1'lo^.S ARE F2CGtL�.^�D --- ,\ \ I Contali:TOS Eng!;ne^ring at 7CS-1650!More ` Elevation Tag Backfill,OR Provide Engin"r's Certtf,-,^'Ion 1000- 106. - 3-18 - , that the drzl Cage has been installed to Code. BROWN CLAYEY SAND/ AXI IN, \ I SANDY CLAY SC/CL N/O/F NIKOLAOS HALKIAS AMIE0''' OUSE IMPROVED - PUBLIC WATER 59�E �o'k x --- — ` V \, x ,axxx x Interior Elevation Tag 9, O \\ Must provide Manuals O - EXISTING DECK SOIL STOCKPILE AREA x p O = W./NEW Do 7 and S as per PALE BROWN FINE SAND SP _ DECKING NYS Energy Code PROPOSED DECK 17 ADDITION 10'-0" 1'-6" \ , , �\ Ak lo Ile— I COMMENT: NO WATER ENCOUNTERED Bl v .r door P(pvt k and rk TEST HOLE DATA SUPPLIED BY N , \ I I I M E R Y L K R A M E R testi 2'e -1llred. LINE OF PROPOSED I ,n QUd Sh (�� a r c h i t e c t MCDONALD GEOSCIENCE 10/23/18 O WOOD PERGOLA / PROPOSED 50%EXPANSION TANK I ? I PO TION OF EAST. o ' 1 DR VEWAY TO FEMAIN DW3 2 6 0 HORTONS LANE EXISTING SEPTIC SYSTEM TO BE An exterior lightingo I 2 I installed,replaced C� PUMPED CLEAN AND REMOVED IN �\ // O Pt� Q� (-�`bin POST OFFICE BOX 1 6 0 0 ACCORDANCE WITH SCHDS STANDARDS z �" �� "� I V S O U T H O L D, NY 1 1 9 7 1 repaired✓hail conform / M PORTION OF EXIST. 10'-0" MIN e _�-+ to Chapter 172 rRUss PLACA1,3Q!N-R70U'Ia_7D PROPOSED SEPTIC TANK-4 BR RES o z TEST HOLE o m O 6 3 1 - 4 7 7 - 8 7 3 6 ASPHALT PAVING T � � � o LOCATION m Z of the To-.",r.Code MIN TANK CAPACITY-1250 GAL � � m r` � m k a r c h i t e c t c o m co BE REMOVED-NOT IN\ MIN. LIQ.SURF AREA-34 SF Fn CONTRACT \ I v 4 8' DIA.X 5' EFF. DEPTH m �� m I PROPOSED LEACHING POOL -2,' 9+ PLUMBER CERTIFICATION � 300 SF SIDEWALL AREA I ON LEAD CONTENT BEFORE J (1) POOL-8' DIA X 12' DEEP CERTIFICATE OF OCCUPANCY ELECTRICAL 5' MIN SOLDER USED IN WATER INSPECTION DWI ALTERNATE BURY ELECTRIC SERVICE SUPPLY SYSTEM CANNOT SILT FENCE EXCEED 2/10 OF I% LEAD. oshou ris I I 155.55 Z Z I 205 Central Drive g CONCRETE WASHOUT AREA Mattituck, NY 11952 .n - "-' •"' SCTM#(1000-106-03-19) t�MBJN� I TO REMAIN EL= 58.3 EXISTING ATER METEF- L= 58.6' ' 90.00' ALL-PLUMBING WASTE, MOTES: S 86 00' 30" E I '&WATER LINES NEED 1. LOCATION OF CURRENT SEPTIC TANK LOCATED ON SURVEY I Tf:§TING BEFORE COVERING 2. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM EXISTING UTILITY POLE- I TO REMAIN 3. UNDERGROUND UTILITIES ARE BASED ON SURVEY AND ARE APPROXIMATE,CONTRACTOR SHALL CALL 811 AND HAVE THEIR EXACT LOCATIONS VERIFIED AND MARKED. 4.SCWA-WATER VERIFICATION REQUEST(10/18/18) -ALL PROPERTIES WITHIN 150'ARE CONNECTED TO PUBLIC WATER ❑ ❑ ❑ I Site Plan 1 CATCH BASIN ------------------------- --------WATER-------- CENTRAL DRIVE ----------------------------WATER-------- ----------•—WATER------- C/L EL 57.9' SCALE:As Noted F 1)MiePlan : 1/8" = 1'-0° N SITE PLAN INFORMATION BASED ON SURVEY DATED OCTOBER 24, 2016 A-001 BY PECONIC SURVEYORS, NYS LICENSE#049618 © 2018 Meryl Kramer Architect All Rights Reserved GENERAL NOTES: FOUNDATION NOTES' GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE ULTIMATE ICE SHIELD UNDERLAYMENT STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE, BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Issue Date: Set: BLOCKING PER GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS AND LOCAL AUTHORITIES. 3/22/19 PERMIT MANUFACTURES SPEC. - ALL CONCRETE 3,500 PSI AFTER 2$DAYS MINIMUM. JOIST AS SPECIFIED 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S)PRIOR 20 130 B SEVERE 36" M to H S to M 11 YES 1984/1998 TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN 2-ALL REBAR ASTM A-615 GRADE 60. METAL HANGER PER DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO MANUFACTURES SPEC. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. BE INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. 3.PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" WINDOWS AND DECKS ETC. BELOW THE TOP OF THE FOUNDATION WALL.PROVIDEADDITIONAL#4 REBAR PLACED 3"BELOW BOTTOM OF 1 Typical Joist Hanger WINDOW OPENINGS AND Not To Scale EXTENDING 24"MINIMUM BEYOND SIDES OF OPENING. 4.DO NOT SCALE DRAWINGS. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/'GROUTED. 5.- IN DESIGN CONSULTANTS , RECORD ARCHITECT ENGINEER ARE NOT RESPONSIBLE FOR THE 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS A. INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL, RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBLILITY - RAFTER I I ' OF THE CONTRACTOR. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING (1)SIMPSON H2A STRAP PER 6.THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL,OR HAVING A RAFTER w/(12)8d COMMON NAILS (1)CS 18 METAL STRAP PER NOT BE CONTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BEARING CAPACITY LESS THAN 2 TONS PER SQUARE FOOT. WALL PLATES STUD w/(9)8D COMMON 2x4 BLOCKING AT PANEL EDGES8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS.NAILS PER 12"END LENGTH 7.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY STUD WALL CONSERVATION CODE. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. 1\ ARCA,` 8. CONTRACTOR SHALL OBTAIN ALL PERMITS � WALL STUDS,SEE PLAN 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. �p- 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND DETAILS OF EXISTING STRUCTURE SHOWN 2 Rafter/Plate/Stud Connection • IN THE DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS Not To Scale ACCURATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE TO BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. y EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS SHALL BE 12-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL PANEL EDGE FASTENING, REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION OR FOR THREE FEET FROM NEW WALL. 8d COMMON NAILS ATYoc CONSTRUCTION. OF CZE 13-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED PANEL INTERMEDIATE FASTENING, 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE SPECIFIED 8d COMMON NAILS ATToc VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED BUILDING. IT IS THE FRAMING NOTES: RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED SHORING AND WALL STUD WALL SHEATHING,SEE PLAN, BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF THE LONG DIRECTION PERP,TO PARTIALLY COMPLETED STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. FRAMING,ENDS STAGGERED SPECIFIED DESIGN LOADS. ANCHOR BOLT WOOD FRAMING 4'O.C.(TYPICAL) 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS Drawing Legend: 11 12"FROM CORNERS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM r______-, Wall To Be Removed DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF FLOOR JOIST ;"; •p w/ RING LTE THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED SPECIFICATIONS: Wall To Remain ° BEARING PLATES, (TYP.) IN AT EACH LOCATION IN THE DRAWINGS. FB=900 PSI FV=180 PSI New Wall 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF FC PERP=625 PSI New Foundation Wall 10 Typical Wall Sheathing Layout & Fastening THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR E=1,600,000 PSI WALL STUD Not To Scale ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE ------- Lines Above CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: --- Lines Below (1)CS18 METAL 7 Header & Post Tie Downs FV 29 00 SI ------------ ----- STRAP PER STUD Not TO Scale - - - - - Guidelines FC PERP=750 PSI w/(9)8D COMMON V-6- E=2,000,000 PSI - - - -- Fence NAILS PER END - 4"V-GROOVE WITH SEALANT 101 Door Tag EACH FACE 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 4"DIA.PERFORATED PVC FOUNDATION DRAIN FB=2,800 PSI (PERFORATIONS PLACED DOWN)IN CRUSHED FV=290 PSI 3 Stud Straps @ Second Floor Box STONE WRAPPED WITH NON-WOVEN FILTER FC PERP=740 PSI 101 Window Tag Not To Scale r;_ FABRIC(MIRAFI 140N OR EQUIVALENT)WITH E=2,100,000 PSI 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS CONTROL JOINT NOTES: o AT CORNERS AND EVERY 50'MAX, COORDINATE 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Ax�xx -1 Section X, WITH SITE DRAWINGS, 2. JOINTS TO BE SPACED 20'-0"MAXIMUM, FB=3,000 PSI Sheet A-XXX (1)CS18 METAL FV=300 SI STRAP PER STUD w/ MAINTAIN INVERT BELOW C PERP=850 PSI x 2 1/2" ; e (9)8D COMMON rx I Detail Tag BASEMENT SLAB ELEV. �+ E=2,100,000 PSI MIN* NAILS PER END e cn 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE AS GRADED BY SPIB. x z o apical Concrete Wall Control Joint Elevation Tag `n 12 Not To Scale 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED .. e a 11 Typical Footing Drain W ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. x 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. THROUGH-BOLTS x Axxx x BEAM DIA. Not TO Scale DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED Interior Elevation Tag THROOUU GH-BOLTS ANCHOR BOLTS - -- w/WASHERS w/0.229"x3"x3" I BEARING PLATES, ->• °"``� OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE ' (TYP.) ( Nail Sizes sem`'"_. MANUFACTURER'S SPECIFICATIONS. x DECK POST n p (common nails U.O.N.) Nail Spacing 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN 5 2" i, Joint Description --- $�fi RATING OF 48J24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES MIN. CONC.WALL ROOF FRAMING �,� AND 12"O.C.FIELD). Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist 9.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED(PER Ceiling Joist to Parallel Rafter(Face nailed) 3 16d each lap - PIPE SLEEVE,12"MAX.DIA, DETAIL 10/A-002) ABU POST BASE Ceiling Joist Laps over Partitions(Face nailed) 4-16d each lap #4,4'-0"LONG EACH FACE 9.ALL ROOOF SHEATHING IS TO BE 5/8"APA RATED SHEATHING,SPAN RATING AS REQUIRED TO SUIT-SUPPORT Collar Tie to Rafter(Face-nailed) 2-8d per tie ONC.PIER EACH SIDE OF OPENING,TYP. SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN MINIMUM First Floor & Sill Anchors Blocking to Rafter(Toe nailed) 2 8d each end $ Rim Board to Rafter(End nailed) 2-16d each end Not TO Scale 2, 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS M E R Y L x R A M E R � � •*` EXCEEDING$'. WALL FRAMING , a r c h i t e c t a a _ Top Plate to Top Plate(Face-nailed) _ 2-16d per foot 0 1 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Top Plates at Intersections(Face-nailed) 4-16d joints-each side '� TYP. TYP. Stud to Stud(Face-nailed) 2-16d 24"o.c. 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Header to Header(Face-nailed) 16d 16"o.c.along edges 'F4 2 6 0 H O R T O N S LANE EL 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OITHERWISE. Deck Beam/Post 3 2 3 3 2 3 in y POST OFFICE BOX 1 6 0 0 4 Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud Not To Scale 2-16d per 2x6 stud 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR S O U T H O L D, N Y 1 19 7 I 316 STAINLESS STEEL. 2-16d per 2x8 stud f 6 3 1 - 4 7 7 - 8 7 3 6 1,2 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot 12"x12" m k a r c h i t e c t c o m MAX.OPENING (Face nailed) 16.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. CS18 METAL STRAPS w/(9)8D COMMONFLOOR FRAMING #4,4'-0"LONG,EACH FACE, NAILS PER 12"END 2 1 2 2 1 2 EACH SIDE OF OPENING,TYP. ITCONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. Joist to Sill,Top Plate or Girder(Toe nailed) 4-8d per joist _ LENGTH Bridging to Joist(Toe-nailed) 2-8d each end #4,1'-6"LONG,EACH FACE, 18.ALIGN JOISTS,RAFTERS AND TRUSSES WITH STUDS WHERE STUD SPACING MATCHES. RAFTER Blocking to Joist(Toe-nailed) 2-8d each end EACH CORNER OF OPENING,TYP. 19.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. ° - BLOCKING Blocking to Sill or Top Plate(Toa-nailed) 3-16d each block Ledger Strip to Beam(Face-nailed) 3-16d each joist 20-ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE RIDGE BEAM Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. /� Band Joist to Joist(End-nailed) 3-16d 1 per joist 13 Typical Small Wall Openings oshouris 3 2 3 3 2 3 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot Not To Scale 21.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. IMl Gable Roof Plan:7 to 45 degrees ROOF SHEATHING 22.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. 205 Central Drive 5' Mattituck, NY 11952 Rafter Straps 23.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED 5 Not To Scale TV. Structural Panels 8d SEE NAILING SCHEDULE FASTENER. SCTM#(1000-106-03-19) SOLID SHIM EACH SIDE a Diagonal Board Sheathing OF BEAM 3 2 2 3 ir) 1"x 6"or 1"x 8" 2-8d per support WALL TOP PLATES FRAMING LIGHT WOOD-FRAME WALL 1"x 10"or wider 3-8d per support CEILING SHEATHING _---3"No.8 SCREWS 12"O.C. WOOD BEAM POST,SEE PLAN e Gypsum Wallboard 5d 7"edge/10"field o t it \-WASHER(TYP.) o SIMPSON LSTA24 STRAP-TIE SIMPSON DTT2Z-SDS2.5 HOLD DOWN STEEL PLATE 2 1 1 2 WALL SHEATHING _ AT EXTERIOR WALLS AND ° 1/2"PLYWOOD Structural Panels 8d (see detail J) SHEAR WALLS,ON TOP OR ° • Code Sheet STEEL COLUMN Fiberboard Panels � EDGE OF WALL PLATES GLASS 7/16- 6d 3"edge/6"field 25/32" 8d 3"edge/6"field SOLID BLOCKING IN FLOOR SPACE,MATCH SIZE OF POST \J PLASTIC-COATED Gypsum Wallboard 5d 7"edge/10"field PERMANENT WOOD SCREW SE 3 2 2 3 Lo a Hardboard 8d (see table 3.9) J"0 ANCHOR ROD ANCHORS �D�ETAILParticleboard Panels 8d (see table 3.9) cLAss- { Gable Roof Plan:0 to 7 degrees Diagonal Board Sheathing FOUNDATION WALL it STEEL COLUMN 1/211 PLYWOOD 1"x 6"or 1"x 8" 2-8d per support BEAM,SEE PLAN ° 'I l ROOF SHEATHING NAILING SCHEDULE 1 I I DRILL AND SET ANCHOR ROD INTO FRAMING PLYWOOD OPENINGS STEEL PLATE 1 x 10"or wider 3-8d per support (4)d"x4j"SIMPSON SDS SCREWS TOP OF FOUNDATION WALL WITH PROTECTION;THICKNESS I I „ SCALE:As Noted •I I Zone 1 Zone 2 Zone 3 FLOOR SHEATHING EACH SIDE U SIMPSON SET ADHESIVE SYSTEM, DEPENDS ON WINDOW OPENING i I I I Structural Panels 6"EMBEDMENT,MAINTAIN 3"MIN. - - WIDTH(1) e CONCRETE PIER KING STUD EACH SIDE TO EDGE OF CONCRETE • I . . .' '.a FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field OF BEAM ,----WASHER(TYP.) NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS AND WASHERS MAY a ti ° greater than 1" 10d 6"edge/6"field g " g �I ' BE USED a • d ' n Diagonal Board Sheathing JACK STUDS BENEATH \ ° EDGE 6"O.C. 4"O.C. 3"O.C. FULL WIDTH OF BEAM, --3"No.8 SCREWS 12"O.C. A-002 1 x 6"or r x e 2-8d per support U.N.O.ON PLAN DETAIL A-TYPICAL ATTACHMENT OF 1"x 10"or wider 3-8d ___per support FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING PLYWOOD OPENINGS PROTECTION TO Porch Beam/Column Anchor SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. WOOD-FRAME BUILDING 6 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the anal edge. If wall sheathing is nailed Not To Scale g q g p g g Typical Beam Bearing in Wall Typical Hold Down Detail ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 14 15 © 2018 Meryl Kramer Architect 9 _Simplified Roof Sheathing NailingSchedule be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. Not To Scale Not To Scale PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD All Rights Reserved Not To Scale FRAMED BUILDINGS Issue Date: Set: 3/22/19 PERMIT NEW FOUNDATION - - - - - - - - - - - - - �'� ,SLK l� I �.9T ��soz Jp4 OF ItA 3 I NEW CRAWL SPACE -300 NEW 2"P.C.SLAB ON 30 MIL POLY VAPOR BARRIER o !o Drawing Legend: I r z Wall To Be Removed N O I Wall To Remain -300 NEW(2)9 1/2"LVL F_USH New Wall 2x12 STAIR STRINGERS z —'—— — ----•—•— New Foundation Wall @ 16"O.C.(TYP.) QOg��l�, —------ Lines Above LINE OF NEW WOOD STEPS � � I P� I ------------ Lines Below TYPICAL DECK SUPPORTING PIER ( NEW 6x6 P.T.POST 1 — — - - - Guidelines NEW 6x6 P.T. POST (�(—I—I� SET ON POST BASE SECURE NEW FOUNDATION WALL&FOOTING ----------- Fence SET ON 10"SONOTUBE — ON EXISTING FND.WALL w/24"LONG#5 BARS, 12"O.C.VERTICAL. w/(2)#4 VERTICAL DOWELS, �_��� DOWEL INTO EXISTING FOUNDATION I 101 Door Tag ON BIGFOOT BF24 FOOTING &EPDXY IN PLACE,(TYP.) NEW{3)9 1/2" LVL FLUSH 36" MIN. BELOW GRADE ) T — — — LINE F 1st FLOOR OVERHANG — — — 6" EMBEDMENT MIN.— 1 l01 Window Tag W 1 P� iv Q XXX Section X, F -LINE OF EXIST. FND.WALL p Sheet A-XXX (� &SLAB ON GRADE ,n z ( I� a _ - - iTa BE REMOVED Detail g -- ------ - -------� xx -- -------------- LU I NEW WASHER DRYS u~i HOOKUP- o I o z x w - I I I Elevation Tag z COORDIN E'LOCATION - - ! w REPLACE EXI o X IW > . ITH NER o COORD.W/OWNER U-2 - - o I Iz N J x 00 m 1 _ — — Interior Elevation Tag I LINE OF - I I I' - ----- - - T — .— �:- - - - - x - -I I I x Axxx x I rEXISTING WOOD DECK - - _.. CV cs S I NEW(2)9 1/2"LVL FLUSH I 1 x NEW CRAWL SPACE ACCESS PERGOLA SUPPORTING PIER I EXIST. f- LOCATION T.B.D. IN FIELD --_-__ _--1_1-----_ NEW 6x6 CEDAR POST I A.H. - �- — — = = = 1HHUS410 1 - ---------- -T------� SET ON 10 SONOTUBE (HANGER LINE OF w/(2)#4 VERTICAL DOWELS, ON BIGFOOT BF24 FOOTING I MECHANICAL I BEARING WALL ABOVE I FRAMING NOTE: — — — 36" MIN. BELOW GRADE �\ . W CONTRACTOR TO INSPECT INTEGRITY EXIST. 6.75'x8.5: — _ EXISTING R --� - - W.H. DROP GIRDER 1 � _ —• —•--• I NEW 230 SERIES 9 1/2"TJI FL001�JOISTS w I OF EXISTING DECK FRAMING — — — — — -- — — — „ •' NOTIFY ARCH.OF INADEQUATE CONDITIONS — I @ 16 O.C. a I I I z 'EXIST: o u'S PUMP, WASHER E- - FASTENED TO EXISTING 2x8 RIM JO 1.0 / / I I 00 I � o _ ( w/ 1/4"x3 1/2"SIMPSON SDS SCREWS IST M a R Y L K R A M E R a r c h i t e c t N BASEMENT 1 AT 4"O.C.STAGGERED TOP AND'BOTTOM, F�: ( 0 9.0'x21.0' FASTEN JOISTS TO LEDGER a 2 I w/MIU2.37/9 JOIST HANGER, I00 ' LINE OF N I I 260 HORTONS LANE EXISTING WOOD DECK o I II POST OFFICE BOX 1600 z SECURE NEW FOUNDATION WALL&FOOTING - w/24" LONG#5 BARS, 12"O.CI VERTICAL. S O U T H O L D, NY 1 19 7 xi i DOWEL INTO EXISTING FOUNDATION EXISTING DECK JOISTS BATH LU &EPDXY IN PLACE,(TYP.) I i I � 6 3 I - 4 7 7 - 8 7 3 6 �' . 4 m k a r c h i t e c t c o rn I 4.0'x6.5' - ( 6" EMBEDMENT MIN. NEW DECK JOISTS STORAGE SIZE TO MATCH EXISTING I EXIST. Uj OIL TANK 6.75 x3.75 wlw ALIGN / I 14'-5" 1 ■ LINE OF 1st FLOOR OVERHANG NEW FOUNDATION— — ---------- oshou res � i w 205 Central Drive Mattituck, NY 11952 ~. b� o �I2 SCTM#(1000-106-03-19) 10��.� -300 alt C Basement Plan 1 Basement Plan Scale: l/4" = -1 SCALE:As Noted A- 1 00 @ 2018 Meryl Kramer Architect All Rights Reserved WINDOW SCHEDULE Issue Date: Set: 3/22/19 PERMIT QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT HARDWARE GLASS REMARKS 4/16/19 PERMIT REV. A 1 ANDERSEN (400 series) MULL (2) TW210310 Double Hung EXT.(white) INT.(white) 5'117/8" 4107/811 TruS Finelight Grills TruScene Insect Screen B 3 ANDERSEN (400 series) MULL (3)A 31 Awning EXT.(white) INT.(white) 910 5/$" 2147/811 — 3/4" Finelight Grills TruScene Insect Screen C 1 ANDERSEN (400 series) AW231 Awning EXT.(white) INT.(white) 610 U88 2'4 7/8" Contemporary (white) Tempered 3/4" Finelight Grills TruScene Insect Screen D 1 ANDERSEN (400 series) MULL (3)TW210410 Double Hung EXT.(white) INT.(white) 8'115/$" 510 7/$" Standard (white) 3/4" Finelight Grills TruScene Insect Screen EXTERIOR DOOR SCHEDULE ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Heiht Thickness REMARKS �� °?aao2 '. 1 1 NA NA SwingSimple NA 3111/2" 6'8" 3'0" 61$" 13/49 SEE PROJECT MANUAL <OF NEW�Q INTERIORIE) O SCHEDULE PROPOSED EQ. EQ. ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Hei ht Thickness REMARKS HOLD E DTDLO(15/A-002) HOE DTDO(15/A-002) Drawing Legend: 100 1 NA NA Cased Opening NA 5111/2" 6'$" 510" 61$" Q+61 Z D 101 1 NA NA Cased Opening NA 6111/2" 618" 610" 6'$" 2� r______, Wall To Be Removed _22 102 1 NA NA Cased Opening N �'� n NA 2'7 2" 6'$" 2'6" 6'$" Lo Ln New Wall Remain n n n n Jt` p U) t----I New Foundation Wall 03 1 NA NA Cased Opening NA 3 7 2 6 8 3 6 6 8 V2" r n n r n n a "P�p U) Q ----- — Lines Above 104 1 TruStile TS 6000 Pocket Simple Wood to Match Exist. 217 2 6 8 216B 618 13/8" — 105 1 TruStile TS 6000 SwingSimple Wood to Match Exist. 217 2" 6'8" 2'6" 6'$" 13/8 a K. -<- i_?_1 a ------------ Lines Below w � — Guidelines 106 1 TruStile TS 6000 SwingSim le Wood to Match Exist. 2'5 2" 618" 214" 6'8" 13/8 Q — --—-- Fence 107 1 TruStile TS 6000 SwingSimple Wood to Match Exist. 2'7 2" 618" 216" 618" 13/89 - T _� e 3 V3 n n n n n B J PROPOSED MASTER o B 1 -300 101 Door Tag 108 1 TruStile TS 6000 SwingSimple Wood to Match Exist. 13 2 61811 12 618 13 8 X 109 1 TruStile TS 6000 Swin'WC131-part Wood to Match Exist. 5'1 2" 6'$" 5'0" 6'$" 13/8" z N N iv BEDROOM N 110 1 n i n n 0 N CATHEDRAL CEILING N ,N..I 101 Cased Opening 31 216181111 3 0 6$ o NEW WOOD FLOOR Window Tag 111 1 TruStile TS 6000 Swin Bi- art lWood to Match Exist. 3111 2" 618" 3'11 2" 618" 13/8" Q a N U.1 N C-4 � O �tLIJ �axxJ- -, Section X, 0) W �� cv '�w Sheet A-XXX 1 a _j 4 ti� A -300 IX 110 +� Detail Tag CV M co LIN. \' m Elevation Tag UP NEW 90 CL. ���ddd 41 WOOD STEPS � I x; 7711M. .BATH:-k;;, a x o NEW x8 ;°NEW TILE FLOOR k x co C J o I x O x Interior Elevation Tag DN ? _ I '` tXx; - EXIST. 2 ZAP 3 1 2" I ;r\ r ( k k X x N I XIST�NI WINDOW N_DOW ----EXIST-W 1?0 - - -(2)2x10 t-k._r I •Y.r xpk. --�'xx.� t ti� a '^ ny k } Y N Q Yr1 - f ( RI I Z — �" Lo -s 1-x k+ I - N D 1 z 00 0 ` \ 1, Q co cf) — — — — — — EXIST. BEDROOM EXIST. BEDROOM 0 o EXIST. BEDROOM — — It U' "" w J o OLD DOWN, �t o J — — — — — — z - z w o SEE DTL.(15/A-002) o o 0 PATCH & REFINISH WOOD FLOOR P I I F- Z � � U 105 � 'i � � M E R Y L K R A M E R c — - - — - - w =J �i a r c h I t e c t _ - - - - - - - - - 550 W/ICLOSET o oo NEW WOOD FLOOR J - - - -1 3 21 7-5 RELOCATED CONDENSER AND PAD 260 H O R T O N S LANE co I/ f 111 0 0 .h= _ — ;&'.. 14-101/ 4 5 1/2 41 POST OFFICE BOX 1600 103, I N M H — — SOUTHOLD, NY 1 1971 m cwQ - - -- /� 111 (—C,4 a (2)2x6 M 6 3 1 4 7 7 - 8 7 3 6 LU _ _ _ _ _ _ _ _ _ rDN m k a r c h i t e c t . c o m 0 o c" .h I -- � o X g — _ — _ _ _� li - z —LINE OF WALLS c = _ — _ — — _ I BATH INI TO BE REMOVED LU w w I z o17 112, z 0 va¢i � oX N coo LIVING RM o N _ X ei z c 3 —NEW 2x10 CEDAR PERGOLA RAFTERS— ( LIN L M 5'-6" 3 1/2" z -1 w = c4 z PATCH &REFINISH WOOD FLOOR " g �I — — @16" O.C.= - - - - — — — — — — o d w -' N Moshouris / I w w o 205 Central Drive RELOCATED i oLIJ Mattituck NY 11952 - - - - - - - -I REF. i I o —Uj w ' - -- - - - � = - - - -- - - of o u�io � `� SCTM#(1000-106-03-19) �I I ENTRY 1 W I O1 NEW 6x6 CEDAR NEW WOOD DECK I KITCHEN _ _ 2 2x10 N _ PERGOLA POST(TYP.) 5/4x4 IPE DECKING I EXIST.WINDOWS `n r+1b LO NEW STORM/SCREEN p DOOR HOLD DOWN, jSEE DTL. (15/A-002)o NEW UP N i MOOD STOOP 6-0 5/8" 8'-4 3/8" First Floor Plan lo EXIST.WINDOW �� 14'-5" '-------------------------- PROPOSED ADDITION B UP 400 2NOTES: -300 1. REPLACE EXIST.WALL BASE WITH 1 X E THROUGHOUT ENTIRE HOUSE SCALE:As Noted 2. REFINISH FLOORS THROUGHOUT ENTIRE HOUSE 3. REPAINT ENTIRE HOUSE STRUCTURAL NOTES: 1 First F�If 1) FIELD VERIFY ALL EXISTING CONSTRUCTION. A- 1O1 Scale: 2) INDICATES NUMBER OF JACK AND KING STUDS. N © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Sgt 3/22/19 PERMIT ! a z O j � o Tom, 2.S -� NEW 2x10 ROOF RAFTERS NEW 2x10 ROOF RAFTERS `�•F (0 16"O.C. I I d F @ 16"O.C. LRU210Zf-LRU210Z 3 HANGER(TY:).) HANGER(TYP.) - -300 12 12 4 ' 4 - I SLOPE SLOPE Drawing Legend: r_____ Wall To Be Removed 1 _ _ Wall To Remain -300 New Wall i New Foundation Wall ——————— Lines Above ------------ Lines Below -- - - - - - ` Guidelines — — —.. Fence 101 Door Tag Window Tag _ NEW ARCHITECTURAL GRADE - - —' Section X, Sheet A-XXX i O TO MATCH EXISTING(TYP.) } 7 �L, W �r Detail Tag OL 72 0+ P z - ,- Elevation Tag 4 I. O ( ILL CJ X O � Zo L x O x Interior Elevation Tag W I - z i Y a >►- N x N O X W U) W Z _y y1r EXISTING ASPHALTHINGLES S - - - - REM 1 TO AIN v _ r 1 i I I r1 - T_ I a«d UJI 10 i _ - M E R Y L K R A M E R i - a i I N W r c h i t e c t i 1' - j tz I I _ _ I v ILL a o �r o I � � O 26 O I I _ _ 0 HORTONS LANE �I I +-i z 3 SOUTHOLD, NY 1 1 971 { � ( w - - z 6 3 1 4 7 7 8 7 3 6 m k a r c h i t e c t . c o m I 1 12 12 I 'r i I -- II , E I SLOPE 'SLOP I I11I r I I II i I I I I I - I 1 I ■ I I osh r ou �s NEW ROOF 205 Central Drive EXTEND EXISTING GABLE Mattituck, NY 11952 SCTM#(1000-106-03-19) 2 -300 R00f Plan 2 Scale: 1/4" = 1'-0" I Roof Plan N SCALE:As Noted A- 1 02 © 2018 Meryl Kramer Architect All Rights Reserved NEW ROOF10/ Issue Date: Set: (EXTEND EXISTING GABLE) 3/22/19 PERMIT PROPOSED ADDITION ii - I 1 I : NEW PERGOLA = - N 1 1 I , ll SEE DWG (5&6/A-300) I I - ! I - - - NEW CEDAR SHINGLE SIDING it I I> : I , - 1' r ❑,_ NEW 5/4 x 4 WINDOW CASING w/ : l I A _ A R G : I I I : I ® I HISTORIC SILL-TYP.@ALL EXIST f ❑❑❑ I Ii I I � I i K ! A' I , � AND NEW WINDOWS Gj .�1. I , 1 i I I I i I I fl I I t II I r. i I Y O V LLLI i : Iit I I I �` 280 , I I I I I I I I I I _ 1 EXTENDED PORTION OF EXIST.DECK PROPOSED ADDITION -- Drawing Legend: North Elevation Front r-7-7-7-7-7-7, Wall To Be Removed 1 Scale: 1/4" = 1'-0" wall To Remain -—----------------------------- IF New Wall L j New Foundation Wall L _ I � ------- Ines Above I - ------------ Lines Below I : Guidelines I Fence ' I I , I I I I i , I I _. NEW 5/4 x 4 WINDOW CASING w/ - ff — 101 Door Tag c , HISTORIC SILL-TYP.@ALL EXL'T o I I I I ❑ B I : I AND E D C B NEW WINDOWS 1 1 ; 1 I I I I � I 101 I i Window Ta I g I O NEW CEDAR SHINGLE SIDING - -- -- -— ----- S G G I I - ! I I i II L I I I ! ; x Section X 1I! - I - I II I - I I � Sheet A XXX , i I I I I : I I I I I 1 1 I I I : I I I � • I Detail Tag L I I II . I, I I x I I I I I - Elevation Tag x x Axxx x Interior Elevation Tag PROPOSED ADDITION -- — - ------ x T 2 West Elevation (Right) Scale: 1/4" = 1'-0" z NEW PERGOLA E R Y L K R A M E a r c h i t e c t (441 SEE DWG (5&6/A-300) - I I I I I , 2 6 0 HORTONS LANE I I OST OFFICE BOX I6 � I I 00 I'' I I 1 ! II II I I it ❑ - r 4 WINDOW CASING w I I' I TH NEW 5 4 x 0 S G I I I ! / I I I I I HISTORIC SILL-TYP.@ALL EXIST ' ; I I SOUTHOLD, NY 1 AND NEW WINDOWS LEE I, 6 3 I 4 7 7 8 7 3 6 m k r i a c h i t e c t c o m NEW CEDAR SHINGLE SIDING I : I I II I I i i I I l 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 oshouris 205 Central Drive NEW WD PERGOLA Mattituck, NY 11952 3 South Elevation (Back) SCTM#(1000-106-03-19) Scale: 1/4" = 1'-0" , : I _ - - 4x4WINDOW AIN w NEW 5CASING G B I / � i � I Elevations I -TY HISTORIC SILL P.@ALL EXIST S I I I ❑❑ : I I 0 I I I I; AND NEW WINDOWS I I I � I I ❑❑❑ I I , „ 1 , r I i i I NEW CEDAR SHINGLE SIDING I I - -- I . - -- -- - ---- l' I 'l I I' 1 I I i I : I I I 1 i I I �I 'I I ! I I I SCALE:As Noted I'❑ I - A-200 4 East Elevation Left Scale: 1/4" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved TYPICAL ROOF CONSTRUCTION: ERS � Issue Date: Set -ARCHITECTURAL GRADE ASPHALT SHINGLES _ _�_ - ��� -� - W 2x8 SISTERED 3/22/19 PERMIT -� F P � TSN TO MATCH EXISTING -�- _ G Rp0 R G 00 NEW -5/8"ZIP SYSTEM ROOF SHEATHING Y _ x JOISTS J - � -'_�_- EX�S��� FRq�.�Rs TO EACH EXIST.CEILING -ROOF RAFTERS w/3"OPEN CELL SPRAY FOAM INSULATION 1 s AND R15 BATT INSULATION 1 EXISTING CEILING JOISTS 'I I EXISTING CEILING JOISTS -5/8"GYPSUM WALL BOARD I I I I BEDR ! I . LIVING :— K STYLE GUTTERS �- TO MATCH EXISTING - \ -LINE OF.EXISTING WALL' it I I, TO"BE REMOVED : SIMPSON H2.5A HURRICANE TIE ,- II AT EACH RAFTER AT HEADERS, H2A AT RAFTERS NOT AT F FADERS EXIST. FLOOR JOISTS EXIST. FLOOR JOISTS D ARC,y K NEW HEADERSEE PLAN FOR SIZE � --- ( ) _- BASEMENT .. =III — = 4S6L �Q S Z o� � __- _:_:= _ ATF --I __-- !I —II!!— - - !I -__- -_=I _ - z I IIII-- I v O Drawing Legend: W Buildin Section II ,� r_____ Wall To Be Removed a 1 Scale: 1/4 = 1-0 , Wall To Remain o O �� New FouRIMINI. New ndation Wall NEW STUCTURAL RIDGE o SEE PLAN FOR SIZES ------- Lines Above NEW STRUCTURAL RIDGE CEILING JOISTS TO LAP OVER WALL, ------------ Lines Below m (SEE PLAN FOR SIZE) LUS210-2 BRACKET SPLICE TOGETHER - Guidelines NEW SIDING T.B.D. _ _ _ -15#BUILDING FELT - - _ _ /O / x3 SDS SCREWS - �.-� 14.. „ -5/8"APA PLYWOOD SHEATHING - _ - ` - -� _ _ _ =L :a - - -- Fence -2x6 STUD @ 16"O.C. MASTER ~ SEE PLAN FOR SIZES NEW FLUSH BEAM BEDROOM - ._ - s z_ - ,_: �_ R ERS sos Door Tag w/2"CLOSED CELL SPRAY FOAM INSULATION AND R15 BATT INSULATION tib„O.C. NFw2 =�z�� y= -- RppF N 2x BLOCKING BETWEEN RAFTERS I ` = @ 0� zz ;�� , NES . �ROO S1 IM WAI I BOARDpR R, @ - � _ FR i � .. - - Window Tag �6 0C. NEW CEILING JOISTS i NEW CEILING JOISTS . Section X, _ Sheet A XXX FASTEN CEILING JOIST. (- -- -- x TO RAFTER Detail Ta w'/(4) 1/4"1 SDS SCREWS,(TYP.) -- - -- - LI_T1 MASTER ! x ;,I 1- - BATHROOM .'i Elevation Tag W BEDROOM ;r; .I.C.. . r LIVING K TYPICAL FLOOR CONSTRUCTION: �\ -3/4"WOOD FLOOR - - ( x -3/4"APA RATED PLYWOOD SUBFLOOR - ____ I' � I, x 411 x Interior Elevation Tag ( ) NEW I I ------ - , - ; LAN FOR SIZE -FLOOR JOISTS SEE PLAN FOR SIZE w BATT INSULATION FLOOR JO STS = __. NEW FLOOR 901ST5 SEEP x / - - - I k _ __. .. -gym _ a OPEN CELL SPRAY FOAM(INSULATION NEW FLUSH BEAM NEW FLUSH BEAMS @ RIM JOISTS - =—III CRAWL SPACE =IIII _ I' —IIII -=IIII=_ SEE PLAN FOR SIZES CRAWL SPACE SEE PLAN FOR SIZES ,I P.T.2x6 SILL PLATE :. > _ II _ 11, CRAWL - 7S' - 1SPACE /2" DIA.ANCHOR BOLT C 48"O.C. c• _— _ _. I - --- -- - — -- I =_:_ j =—III —_ --- -- I - - I - --- -- ! --- ! ---- - -- -- -- ---- E _ _ - _— — -- -- 1 1 ---- ---- — - ! - - — I - M E R Y L K R A M E R SLOPE OF FINISH GRADE a' • _== == I I =I _II __I _= I I ! -- -- �- RI 1 - - --- - __ I—1 ! _ -I_ _I ! _- -- -- --- --- --- --- -- -- --- __ _ --- ! -- --- __ GRAUE N ICLEARANCE � J #5 REBAR VERTICAL- 2 - I - 1I ! Itill ---- ---- !I I till @ 48 O.0 -- ---- --------- - M 3 260 HORTONS LANE 71 z POST OFFICE BOX 1600 — ! —_ '� Buildin Section #5 REBAR HORIZONTAL-___ - I 3 Buildin Section S O U T H O L D, NY 1 1 9 7 1 - _---- --- Scale: 1/4" = 1'-0" 2 „ _ „ -- TOP,MIDDLE&BOTTOM- -- Scale: 1/4 1-0 - ! -- - --------- � 1 6 3 1 - 4 7 7 - 8 7 3 6 --------- — — III -�- Z I I I •v � m k arch i t e c t . c o rn ------#5 DOWEL @ 48"O.C: 2" RAT SLAB --- I , P.C. FTG.WITH _ - 10 MIL VAPOR RETARDER -- 2"x4" KEY @ CENTERLINE -(2)#5 REBAR HORIZ.(CONT.)_ o 8" MIN.CRUSHED GRAVEL EXISTING ------ o HOUSE _ - — - — - - f --4"- _— - 205 Central Drive I I I I I Mattituck, NY 1195 2 -----SEE DTL.(11/A-00 - - 1'-4 ------ 1 — 1'-4 3/4" SCTM#(1000-106-03-19) 11 I - — - ----- � ------- I ------ ( FLASHING AS REQ. 1x1 CEDAR LATH 1x1 CEDAR LATH ! ------- -- - @ 8"O.C. @ 8"O.C. 17-1 171 0 4 WalI Section Detail 2x10 CEDAR PERGOLA RAFTERS Scale: 1" = 1'-0" o @ 16"O.C. Building Section 2x10 CEDAR PERGOLA RAFTERS @ 16"O.C. TT 0 ' n' APLH210 JOIST HANGER n L v 1 0 I (2)2x10 CEDAR PERGOLA DROP GIRDER Wall Section Details w/(2) 1/2"THROUGH BOLTS AT EACH END (2)2x10 CEDAR PERGOLA DROP GIRDER 'i ____R ' BOLTED TO EACH SIDE OF POST ' ' CEDAR LEDGER BOLTED TO EACH SIDE OF POST 3/4" 3/4" BEARING BEARING 6x6 CEDAR POST SCALE:As Noted 6x6 CEDAR POST 1'-6" A-300 6 Elevation Detail - Per olal East Elevation Left Scale: 1 1/2" = 1'-0" 5 Scale. 11/2 = V0 1 1/2" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved