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HomeMy WebLinkAbout44080-Z ag�FFO-. Town of Southold 3/31/2021 P.O.Box 1179 o 53095 Main Rd o��jal �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41921 Date: 3/28/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: E End Rd.,Fishers Island SCTM#: 473889 Sec/Block/Lot: ' 4.-7-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2015 pursuant to which Building Permit No. 44080 dated 8/19/2019 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 to existing single family dwelling as applied for. The certificate is issued to Kaikoo LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44080 12/3/15 &9/14/20 PLUMBERS CERTIFICATION DATED 9/17/2020 Thomas G. Ravino AuthorizJAignatureV TOWN OF SOUTHOLD �g11FF04,��0 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44080 Date: 8/19/2019 Permission is hereby granted to: Claflin, John C/O Lynn A Foster 424 Brazilian Ave Palm Beach, FL 33480 To: Construct additions and alterations to an existing single family dwelling as applied for. Replaces BP# 42062 1 At premises located at: E End Rd., Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-7-6 Pursuant to application dated 8/19/2019 and approved by the Building Inspector. To expire on 2/17/2021. Fees: PERMIT RENEWAL $971.50 Total: $971.50 Building Inspector o�g�nl�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 42062 Date: 10/19/2017 Permission is hereby granted to: Claflin, John C/O Lynn A Foster 424 Brazilian Ave Palm Beach, FL 33480 To: Construct additions and alterations to an existing single family dwelling as applied for. Replaces BP# 40218. At premises located at: E End Rd., Fishers Island SCTM #473889 Sec/Block/Lot#4.-7-6 Pursuant to application dated 10/19/2017 and approved by the Building Inspector. To expire on 4/20/2019. Fees: PERMIT RENEWAL $971.50 0 Building Inspector ods°F044rTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'ay • 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#: 40218 Date: 10/27/2015 Permission is hereby granted to: Claflin, John C/O Lynn A Foster 424 Brazilian Ave Palm Beach, FL 33480 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: E End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-7-6 Pursuant to application dated 10/19/2015 and approved by the Building Inspector. To expire on 4/27/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,400.00 CO -ALTERATION TO DWELLING $50.00 ota : $1,450.00 Building Inspector - oF sovl�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 c Q roger.richert(c-town.southold.ny.us .c` ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Claflin Address: East End Road City: Fishers Island St: New York Zip: 6390 Building Permit#: 44080 Section: 4 Block. 7 Lot. 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI ELECTRIC License No: 33396-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 75 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 21 Wall Fixtures 15 Smoke Detectors 12 Main Panel 2-20 A/C Condenser Single Recpt Recessed Fixtures 77 CO Detectors 5 Sub Panel 100a A/C Blower Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect W Switches 66 Twist Lock Exit Fixtures TVSS Other Equipment 12 ft track lighting, (kitchen), 24 ft, under cabinet strip lights, 50a wall oven, washe 20a dryer,range hood,3-paddle fans,ice maker,2-GFCI circuit breakers, 1-20a well pump. Notes. Inspector Signature: Date: Setember 14 2020 81-Cert Electrical Compliance Form.xls pF 50!/r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 G • io Southold,NY 119711-0959 roger.riche rta-town.southoId.ny.us �` ®lyc®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Claflin Address: 16981 East End Road City: Fishers Island St: New York Zip: 06390 Building Permit#: 39795&40218 Section, 4 Block: 7 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC License No: 45453-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt Ceiling Fixtures HID Fixtures Seance 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock 11 Exit Fixtures TVSS Other Equipment: Install 2 New Gas Boilers, 1- In Guest House, 1- In Main House, To Include 4-Air Handlers. Building Permit#40218 for Main House,Budding Permit# 5 for Guest House Notes: Inspector Signature: Date: December 3, 2015 Electrical 81 Compliance Form As i t F Town]EIa11 Annex R, Telephone(631)765-1802 j 54375 Main RoadFax(63I)765-9502 P.O.Box 1179 GO • OC I Southold,NY 11971-0959 { BUILDING DEPARTMENT o TOWN OF SOUTHOLD I i CERT-IFIC_A-TIO-N Date: September 17, 2020 Building Permit No. 44080 Owner: John Claflin Thomas G. Ravino dba Tom's Plumbing and Heating - Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) `- Sworn to before me this rte day of e-6 er 20_2 t W � • , a01Atta Notary Public, County ° JASON W.DRENA Notary Public-State of NewYork ^(� No,01DR6350454 Qualified in Suffolk County My Commission Expires November7,2020 Zo' cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 '�INSPECTION [ZFOUNDATION IST ROUGH PLUMBING 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-- /(k, &-�� 'v y- /b J DATE _INSPECTOR � yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- - FOUNDATION IST' [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL G REMARKS: DATE ` INSPECTOR � OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] RO H-PLUMBING [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ �] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESI ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ETRICAL (FINAL) [ ] CODE VIOLATION =[ CAULKING REMARKS: r, DATE INSPECTOR 1� OE SO(lr,�°lo Ir TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [vl"OR'OUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: • DATED l3 / INSPECTOR yrs F soup, l N O old 0 TOWN OF SOUTHOLD BUILDING DEPT. 755-1802 INSPECTION [ ] FOUNDATION 1ST [wl ROUGH PLEIG. [ ] FOUNDATION 2ND [wTINSULATION [ �AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -��'�%� DATE ©�� Zr INSPECTOR h O • ho TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 1 N [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [v FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: mCi6- y, I h� (�1��► A ' Sir i DATE ANSPECTOR "OF SO&P, # # TOWN OF SOUTHOLD BUILDING DEPT. courm N 765-1802 INSPECTION [ ] "FOUNDATION 1ST [ ] ROUGH PL13G. [ = ] FOUNDATION 2ND r [ ] I ULATION/CAULKING [ "] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY 7 [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: or DATE INSPECTOR hO�aOF SOUIyO� # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] 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 F • DATE lC Z3 INSPECTOR A6_�6 X�000/ �l q00*OOF SO(/l�° TOWN OF SOUTHOLD BUILDING DEPT. CL67U � 765-1802 INSPECTION [ ] FOUNDATION 1ST [" ] ROUGH PLBG. [ ] FOUNDATION 2ND-. - [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [V -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR O� OF SO(/T�o� is - , TOWN OF SOUTHOLD ,BUILDING DEPT. courm ' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] IrtiQULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: L G 0• DATE INSPECTOR SUSAN E. YOUNG, ARCHITECT March 19,2021 Southold Building Department Town Hall Annex Building 54375 Route 25 ;_ t-'➢ „' i f ! P.O. Box 1179 j fr ji Southold NY 11971 MAR 1 9 2021 E �f Energy Code Certification Re: Claflin-Foster Residence Renovation Lot 1000, 004, 7, 6 Permit 40218 16781 East End Road, Box 621 Fishers Island, NY 06390 Dear Southold Building Department, I certify that this building satisfies all insulation requirements. The owners have made major improvements toward the energy compliance and should not be penalized for the deficiencies of the original 1960's structure.The building is vastly improved throughout We ask that the Southold Building Department accept this Energy Code Certification. Thank you, C!5�;104 R Susan E. o g, R. $ SU,,/���r�9 'S' fi -nN an 1197 Whistler Ave. Box. 662, Fishers Island, NY 06390— TCL: (631) 788-7725, NYC:(212)724-7204 E-MAIL: s,uyoungLrcn.com SUSAN E. YOUNG, ARCHITECT October 14, 2017 Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 By: U.S. Mail to the above address and Email to: mike.verity@town.southold.ny.us cc: John Claflin Permit 40218 Attention Michael Verity Re: Claflin-Foster Residence Permit Request Lot 1000, 004, 7, 6 Dear Southold Building Department, As the architect of record for the property at 16781 East End Avenue on Fishers Island, New York, I have examined the hurricane strapping,tiedowns and foundation bolting and everything has been installed according to my drawings and specifications. The work that's been done on the project meets and even exceeds current code requirements. No additional hurricane strapping,tiedowns or foundation bolting is required. Thank you, ED ARCM Sus E.Yo OF tdE�� D D OCT ? 0 2017 BUILDING DEPT. TOWN OF SOUTTHOLD NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUYOUNG@RCN.COM �' I I 0 '• " SOMEONE l f% 1VIE 10 — I ' ' `� Fri .-- •� �. mpi ,�� i . • `1 www :�r • t. ! w - -rl � i ail ♦1 r � TOWN OF SOUTHOLb BUILDING PERMIT'APPLICATION CHECKLIST BUILDING DEPARTMENT i p'.: Do you have or need the following;before applying? TOWN HALL Board of Health SOUTHOLD,NY-4 WTI;?, t ti i ?'_:-i s sets of Building Plans TEL:`(631)'765-1802, �` Y - Planning Board approval FAX: (631)1765-9502 r Survey SoutholdTowii Subdivision Filed Map No. Lot 2. State,existing,,ustpdogcppapcy;pfprdiWsegand inten4d�Weand occupancy-of proposed',construction:,- -- a. Existing use and occupancy Single-family Residence +.,,--hitenddd'use atid-occupan.cy,L)rsinglle:,famflyResidencd--*-, "-p 3. Nature of work(check which applicable):New BuildingAddition_x Alteration—x ip­­ - "Renioval Other Work 50%Renovation&50% Repair(Description)+509 'fee- sf New Roof addition. (To be paid on filing this application) 5. if'dw .,plling,aulpber of dwellingwo r., Number of dwelling units on each floor the structure is one-story --'Ifgarage-,-number oftars-­--Tjiiiwas i�6jace,b hiing converted to living space. 6. If business,commercial ofmixed,occupancy,spikei.,fY",44ture;atlO."4it,,pfqafh-..type of use. not applicable 7. ✓Dimensions of existing structures,i 9�any: Rear 97' Depth 31'approx., -'HPight-, of-Stories- Same pionatipf same,str.ucti4r�e,,withratterations,-pr-ekd.4itions;�,,Flrpnt,,,97'.-,, ;,, ";, ;Rear 97. Depth 31'apprc�L Height -1 16 Nu'm' berof Stories 8. Dimensions of entire new construction:frontL5:-_4"_, Regr b Height 16' Number of Stories 9, ... 534'a r`ox: .�-~__...._3.42 a es) _-.., _ _.--•... , Size of lot:Front 270'approx. - �1.0.iDate,pfPbrchase.,tisppt-,5401!�,iz m_.-,. ­NaTe ofform er..0 wnpr,.,George Carter Sednaoui&Staley Carter Sednaoui r LrZone lot use,di stda4v whi ch,premis is are,,situated. R-1204 :+rF-, Ot',LC.,,j OG 12. Does Y—E&I-.L-POINOI 1,,,-X­4J11 "0 , I V;; 0 )c WA 11 j Will 18 1'be'ie- -6"& 11 6�hll 6 r6 ve pnipremikesi, gf" QT, —, i, , johh'A.Canun I 17b6HillMdeWayLos Ang Angeles, k9006§ "V" j, I 14aneg of,Owner l � .c (646)-3�9-64�5 , ,Ad&eSS215 W.88th St,6H Njq.Mlf4one No (9.17),M-2027, 'Wi PNamepf, on • Alpine Ave. hone' 4 L.,.LM0rpsS,0q§�klpi ve. ex-, 15a.Is,ft4,property,,wiNn,"100feet-of a,tidal,.wetlandkor,a,freshw,qter,.,wedandZ,, `,Y,,E il.iIN 0, ,:,*JIF YES-SOU-MOLD MOLD TO"TRUSTEES &D.E.C, PERMITS MAY BE REQUIRED. b. SMAY BE,'I�E,QM,RED.,,-""""2'0'0"6'Survey provided shows contour intervals and lbbits of Fresh Water Wetlands i"a ndiaied by'C!kailGii&ksl)Etj�ft a .1 t s I 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. Survey and DEC survey provived in the Architechu-9 Drawing set 17. If elevation at any point on property is at-10 feet or below,must provide to�oji6plkhl'data on survey. All above 16 18. Are there any covenants and restiidti&4w4&riegoddtI6til sprbpdty. YES` NO x IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY 'E.Young being duly sworn,deposes and says that(!)he is flid dpplicMt atrie of individual-tignin g contract)above'named,' (S)He is the Architect (Contractor,Agent,Corporate Officer,eto.) J of said owner or owners,and is duly authorized to peif6fin or have performed the said work and tomake and file this application; '6 the.best of his knowledge and belief-,,,and,that4h6Wb:rk will b6- that all statements contained in this application aretrue� performed in the manner,set forth in the application filed therewith. Sworn to before me I -------- 10 to Pubc,t 7 Scott A. Russell �� STtO R IMMATIER, SUPERVISOR t AMIANAG]ENDENT ]� SOUTHOLD TOWN HALL-P.o.Box 1179 O �OWn �f Southold Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE AINY OF THE FOLLOWING:' Yes No (CHECK ALL 114AT APPLY) ®� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [I El B. Excavation or filling involving more than 200 cubic yards of material ; within any parcel or any contiguous area. ®E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. I ]� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®® E. Site preparation within the one-hundred-year floodplain as depicted i on FIRM Map of any watercourse, ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County 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.Dertgn Ptofe:s(onal.Agent,Contractor.Other) S.C.T.M. k: ]0OQ Date; Duirict s 00 _7 006 10122/15 {E NAME- Susan Y�auna l3 A � r,K7s' Seaton Blck Lot it{ Stt�c�wYowvt *A *FOR BUILDING DEPARTNNILN-1' USE ONLY ( Contact Informallonr 917923-2027 '1{ Reviewed Bv: (� - - — — — — — — — — — — — - - - - Date �D3 -IJP (t Property Addres.5/Local ion of Construchon Work — — — — — — — — — — — — — — — — i Approved for processing Building Permit. 16781 East Main Road Stormwater Management Conti Plan.N'ot Required. FISHERS ISLAND, NY 06390 i - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® Stormwa ter 1danagement Control Plan is Required. (Forwaid to Enginceiing Departnicnl for RevieN1.) FORM * SMCP-_1'0S xIA: 2014 i �o��QTr SQ�ryO! o Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765-95 P.O.Box 1179 G Q roger.richert own.southold ny us Southold,NY 1197I-0959 BUa DING DEPARTMENT OCT 2 8 2015 i TOWN OF SOUTHOLD -ArPLICA T EON FOR ELECT RICAL INSPECT' ON -_ —` . PUG nrF'r TOVv'N OF crIIITFip;n REQUESTED BY: jabM 2.e t Date: Company Name: nw A SSP s LJ—U Name: ICK License No.: 4SSLf 5-3— M Address: L) e+r, D, 0 1J, Lo ma CT 3- 1 Phone No.: 43 q JOBSITE INFORMATION: (*Indicates required information) *Name: n C/Qf in L n n *Address: 16081 _ J I 6 c� *Cross Street: C I *Phone No.: Permit No.: f Tax-Map District: fOOO . Section:DQ-4DQ_. Block:0700 Lot: Q 0 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . 1 6l til OUR_ 3OW c�Q p- I�IYe fwAo 3. ole (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Final "Do. you meed a i erne Certificate: YES NO r Temp Information (if.needed) *Service Size: 1 Phase 3Phase 100 450 200 300 350 400 Other - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �0 B2-Request for Inspection Form 1 V 1 1S sa(/ryol O Town Hall Annex Telephone(631)765-1802 54375 Main Road m�ax(631)765- 5�2 P.O.sox 117s ca. roger.richert&bwn.sout o d.ny.us • y0 Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � j �n Date: Company Name: ; Name: License No.: C Address: Phone No.: JOBSITE INFORMATION; ('Indicates required information) *Name: *Address, *Cross Street: *Phone No.: � � ��(p Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 0A (Please Circle All That Apply) I *Is job ready for inspection: YE / NO ou h In �� �( Final *Do you need a Temp Certificate: YE il�io) ZIP I Temp Informatio -(If n ea *Service Size: Pt ase 3Phase 100 150 200 300 350 Q4:00 ) Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1. 82-Request for Inspection Form �� �� now 52.65.53 1 •�- p io58.98 1` zv es o'w F f 9455 W N •a. . �k' 11 ,�6 QLD p,Oc i 4•l9 � /// m c o-o // ✓• x i'9 I'ME i S a o\ / b t� - E 0, �ry m)•�/ t<�S ja F v 12 o`/ M * � / /3.422 t Qo�a �� t ACRES \ 1\IaON 7 ro cowv c reP� �' oa'llI P I P E z Y//6 uATuwE aD N y .F MSN' �x Pi`pvN e ;e r O 4 E j roe3�3 tp"a� PROPERTY OF -lit FIACO, S sl% s SO oe'w3 R.oaeg .� w.xeyx']S'9 fag, N O1°«E l• `+ zo34'40'E' DRILL HALE Aoev - - B.SZ' DULDEit'� ARc_Eassf zdo'83' c4 '885 o M A4e.9.ii , O p: LU } °LK i5 !�� Z v Ac0.&S O.Ts 7tlz ° y Block !S Lor 13 �4 . D to LEG `{ M POND A Mon -t h N1 _T.�[ C.MVLYCO r. P THC 41r,C'ON fRVANC cb � alTO fAC 7.03 ACRfS p iwon )' � O• I S�N y y POND y y�o ` ego •�z• O,rt, O+• NOTE= COORDINATE 0157ANGE5 ,S ARE MEASURED FROM V•S. COAST AND GEODETIC TRIANGU- O LRTION STATION "CHOCOMOUNT 2" s y�- i�; COLBY M. CH STE FISHERS 15LAND- NEW YORK SCALE: "= 100 FT. CHANDLE'R PALMER.F,. KING. 4~~r' NORWICH CONN. NOV, 1972 Rl�lSiowtS NeJ,78�4'.�7a. (� MAP'E I,.n kti 1idiPER BULK HEAD EDGq iQF LAM PATIO 8X6 cli A Y A OT "M 2 0 lz 's 14 ., I� .I-"'TREE xIRCH `T kR; GATE' —CHAIN UNK FENCF-,,, L0,11TS �OF� FRESHWATER, AS_'114DICATED BY, C. HAIM I Lt N, N.t.S.D.E.O. 4- DECEMBER' 13, 2006 EDG�ICF L A WN PATIO x FF 70V SPOT _IGH! 'A 17 262 N 16, IMITS OF FRESHWATER WETLANDS AS INDICATED DICATED BY C. KAMOIL TON, N.t.S.D.E.C, DECEA/BER 13, 2000 SUSAN E. YOUNG, ARCHITECT October 13, 2015 Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Application for Permit Re: Claflin Residence Permit Request Lot 1000, 004, 7, 6 Dear Southold Building Department, Enclosed please find: 1. 4 sets of signed and sealed drawings 2. Survey (Sheet T-104) 3. A check for permit fee 4. MEC Check Evaluation. 5. Cover letter. We respectfully request a building permit based on the materials submitted above. Thank you, C�r"W?p Susan E. Young, NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUSAN,YOUNGARCN.COM 2 Roofing: a. New sheathing where required. Water and Ice covering sheathing with asphalt shingles. Plumbing: a. New plumbing vents, waste and new supply will be added. Some existing copper piping will be retained. New waste vents, water lines copper and pex. b. Replace/relocate existing plumbing fixtures, piping and finishes. c. Add a bathroom adjacent to the West Bedroom. Insulation: a. To be insulated as described in permit on file. Insulation new Dow house wrap plus fiberglass batt insulation throughout. Cedar shingles 5"to weather are to be added. Rotted sheathing is to be replaced. b. The attic to be reinsulated removing existing deteriorated and fetid insulation. c. Existing exterior walls to be reinsulated with R-13 fiberglass batt insulation. d. R-10 insulation to be added above ceilings. Old insulation to be removed. Foundation: a. Repair deteriorated concrete foundation elements where required. Electrical work: a. Some existing electrical wiring to remain. New wiring installed to current codes. All new switches and luminaries. Enclosed please find: 1. 4 sets of signed and sealed drawings. 2. Survey(Sheet T-104) 3. Cover letter 4. Check We respectfully request that building permit 40218 be extended to include the work shown in the materials submitted herewith. Thank you, Susan E. og, SUSAN E. YOUNG, ARCHITECT September 28, 2017 Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Renew permit 40218 Re: Claflin-Foster Residence Permit Request Lot 1000, 004, 7, 6 Dear Southold Building Department, Please find enclosed a check for 971.50 to renew Permit 40218. Thank you, Susan E.Young, D � D ®CT o 3 2011 TOS NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUYOUNQP_RCN.COM SUSAN E. YOUNG, ARCHITECT August 10,2010 Southold Building Department Southold Yawn Ann® PO Bois 11179 Southold, NY 11971 Re; Building PaTmit 42052 Lot 1000-004-7.6 Dear Southold Building Department, Plbaso tortow Building,Pat nit 42062 for additions and eenovations to the Poster-Ctutiin home on P'ssh= Islami. Enclosed is a checks for$971 M, If there-aro any problems, pleas-0 give mo a call'. Thankyou, Susan E ` bung,RA. VS I ( � t AUG 1 9 2019 t�vj11j,)ING DEPT. Nvc-- 11f e4aF""v a -11y fvrw VORK, NY 100.-5 - "5't ?PJl ',h 7 4. 14'64, CGL-,017) John A Claflin IZ3 BOB BRILL Claflin 23 RINGS END OF NIANTIC PO BOX 714 NIANTIC,CT 06357-0714 Phone:(860)739-5441 Quote#:WZL6GXH Email:bob.brili@ringsend.com A Proposal for Window and Door Products prepared for: Shipping Address: RINGS END OF NIANTIC This report was generated on 11/3/2015 11:18:22 28 HOPE ST AM using the Marvin Order Management System, NIANTIC,CT 06357-2444 version 0002.05.00(Current).Price in USD.Unit availability and price are subject to change.Dealer terms and conditions may apply. Featuring products from: MARVIN 6 W„d— Budiaroundyou' OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: UNIT SUMMARY The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. NUMBER OF LINES:6 TOTAL UNIT QTY: 17 EXT NET PRICE: USD 40,253.25 LINE MARK UNIT BRAND ITEM NET PRICE QTY EXTENDED NET PRICE 1 "A" Marvin Clad Ultimate Awning 1,689.75 7 11,828.25 RO 45"X 501/2" Entered as FS 44"X 50" 2 "B" Marvin Clad Ultimate Awning 1,731.00 4 6,924.00 RO 43"X 531/2" Entered as FS 42"X 53" 3 INC" Marvin Clad Ultimate Awning 1,626.00 1 1,626.00 RO 39"X 531/2" Entered as FS 38"X 53" 4 "D" Marvin Clad Marvin Assembly 2,970.00 2 5,940.00 RO 65"X 53 1/2" Entered as FS 64"X 53" 5 "E" Marvin Clad Ultimate Push Out Awning 1,857.00 1 1,857.00 RO 59 1/2"X 30" Entered as FS 58 1/2"X 29 1/2" 7 F assembly IZ Marvin Clad Marvin Assembly 6,039.00 2 12,078.00 RO 115"X 68 1/2" Entered as Size by Units OMS Ver.0002.05.00(Current) Processed on:11/3/2015 11:18:22 AM Page 2 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number- LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Mark Unit: "A" Net Price: 1,689.7 Qty: 7 Ext. Net Price: USD 11828.2 MMVIN d-(o Ebony Clad Exterior —-— D.." Primed Pine Interior, 24.00 " a ' `°"d °� _ Clad Ultimate Awning-Roto Operating.........................................747.00 Frame Size 44"X 50" Rough Opening 45"X 501/2" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-3/4 in-1 Lite.. ........................................ 651.00 StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.. ........................................... 49.50 Satin Nickel Multi-Point Lock Stainless Steel Hardware,,,,,,,,,,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,171.75 Interior Wood Screen, ,,,,, 46.50 Charcoal Hi-Transparency Fbrgls Mesh As Viewed From The Exterior Primed Pine Ogee Interior Screen Profile Entered As:FS 4 9/16”Jambs RD 45"X 501/2" Nailing Fin Egress Information ***Note: Reference the installation instructions for StormPlus certification requirements. No Egress Information available. Initials required Seller: Buyer Line#2 Mark Unit: "B" Net Price: 1,731.0 QtV:4 q Ext. Net Price: USD 6 924.0 MARVIN` Ebony Clad Exterior I ^d o., ... o.... Primed Pine Interior,, ,, ,,, 24.00 auA'e`°ud° Clad Ultimate Awning-Roto Operating,,,,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,747.00 Frame Size 42”X 53" Rough Opening 43"X 53 1/2" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-3/4 In-1 Lite................................................ 659.25 StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.. ........................................... 49.50 Satin Nickel Multi-Point Lock Stainless Steel Hardware,,,,,,,,,,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,171.75 Interior Wood Screen,,, ...................................... 46.50 Charcoal Hi-Transparency Fbrgls Mesh As Viewed From The Exterior Primed Pine Ogee Interior Screen Profile Entered As:FS 4 9/16”Jambs RD 43"X 531/2" AL Nailing Fin, 33.00 Egress Information ***Note: Reference the installation instructions for StormPlus certification requirements. No Egress Information available. Initials required OMS Ver.0002.05.00(Current) Processed on:11/3/2015 11:18:22 AM Page 3 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change, Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: Seller. //y�— Buyer: - — Line#3 Mark Unit: "C" Net Price: 1,626.0 t : 1 Ext. Net Price: USD 1626.0 MMVIN Ebony Clad Exterior D.." Primed Pine Interior... ............. ...... 24.00 B°il ar°und °� Clad Ultimate Awning-Roto Operating.........................................705.00 Frame Size 38"X 53" Rough Opening 39"X 531/2" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-3/4 In-1 Lite.. ........................................ 597.75 StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.. ,,,,,,,,,,,, 49.50 Satin Nickel Multi-Point Lock Stainless Steel Hardware...............................................171.75 Interior Wood Screen.., ,,,,,., 4650 AS Viewed From The Charcoal Hi-Transparency Fbrgls Mesh Exterior Primed Pine Ogee Interior Screen Profile Entered As:FS 4 9/16"Jambs RO 39"X 531/2" AL Nailing Fin, ., .31.50 Egress Information ... ..................................................... Note: Reference the installation instructions for StormPlus certification requirements. No Egress Information available. Initials required Seller: �(��J Buyer:(/ Line f ]11 Mark Unit: "D" Net Price: 2,970.uwExt. Net Price: USD 5,9 MARVIN III'R, Ebony Clad Exterior , o..,, Primed Pine Interior. ...............................................48.00 Builtamund— 2W1H- Rectangle Assembly Assembly Frame Size 64"X 53" Assembly Rough Opening 65"X 531/2" Unit:Al.............................................................662.25 Clad Ultimate Awning-Roto Operating Basic Frame 32"X 53" Standard CN Width 32 Rough Opening 33"X 531/2" Frame Size 32"X 53" Performance:Storm Plus IZ3 NikEbony Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior Entered As FS IG-3/4 in-1 Lite................................................ SD5.50 StormPlus Low E2 w/Argon RO 65"X 53 1/2" Stainless Perimeter Bar Egress Information Al,A2 Ogee Interior Glazing Profile No Egress Information available. Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.............................................. 49.50 Satin Nickel Multi-Point Lock Stainless Steel Hardware...............................................171.75 Interior Wood Screen.................................................. 46.50 OMS Ver.0002.05.00(Current) Processed on:11/3/2015 11:18:22 AM Page 4 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior5creen Profile Unit:A2, ........................................662.25 Clad Ultimate Awning-Roto Operating Basic Frame 32"X 53" Standard CN Width 32 Rough Opening 33"X 531/2" Frame Size 32"X 53" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-3/4 in-1 Lite.. ......................................... 505.50 Storm Plus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.. ........................................... 49.50 Satin Nickel Multi-Point Lock Stainless Steel Hardware,,,,,,,,,,,,,,,, 171.75 Interior Wood Screen,,, ,,,,,,, 46.50 Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Factory Mull Charge......................................................10.50 4 9/16"Jambs AL Nailing Fin, ... ... „ ......, ,40.50 .. ........... .. . ... ........ ............ ***Note: Mullions must be checked to ensure compliance with jobsde requirements for structural loading. ***Note: This configuration is certified to AAMA 450. ***Note: Reference the installation instructions for StormPlus certification requirements. Initials required Seller: 4 ' Buyer:r— Line#5 Mark Unit: "E" Net Price: 1,857.0 Qty: 1 Ext. Net Price: USD 1857.0 MARVIN` Ebony Clad Exterior V--, .., D..,, Primed Pine Interior.................................................... .24.00 Built around od Clad Ultimate Push Out Awning- Push Out,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,894.00 Frame Size 581/2”X 29 1/2" Rough Opening 59 1/2"X 30" Performance:StormPlus IZ3 Ebony Clad Sash Exterior / Primed Pine Sash Interior f \ IG-3/4 in-1 Lite ............................................ 511.50 StormPlus Low E2w/Argon Stainless Perimeter Bar As Weaed FMMThe Ertenor Ogee Interior Glazing Profile Entered As:FS Standard Bottom Rail RO 59 1/2"X 30" Black Weather Strip Egress Information Satin Nickel Push Out Handle 15.75 No Egress Information available. Stainless Steel Hardware,,,,,,,,,,,,,,,, 171.75 Retractable Screen.................................................. 209.25 Stiffened Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Black Gliding Block/Seal 4 9/16"Jambs AL Nailing Fin,,,, ,,,,,,,,30.75 ............................ ................. ***Note: Reference the installation instructions for StormPlus certification requirements. Initials required Seller: Buyer-A— OMS Ver.0002.05.00(Current) Processed on:11/3/2015 11:18:22 AM Page 5 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: Line#7 Mark Unit: F assembly IZ Net Price: 6,039.0 Net Qty:2 Ext. Price: USD 12 078.001 NMVIN 0', Ebony Clad Exterior ... ••° D.."� Primed Pine Interior, ,,,, ,,,........................................72,00 Biltaoun ou 3W1H- Rectangle Assembly Assembly Rough Opening 115"X 681/2" Unit:Al ........................................747.00 Clad Ultimate Casement- Left Hand CN 28X Basic Frame 68" Rough Opening 29"X 681/2" Frame Size 28"X 68" Performance:StormPlus IZ3 As Viewed From The Exterior Ebony Clad Sash Exterior Entered As:Size by Units Primed Pine Sash Interior RO 115"X 681/2" IG-3/4 in-1 Lite 569.25 Egress Information Al,A3 StormPlus Low E2 w/Argon Width:20 57/64" Height:62 57/64" Stainless Perimeter Bar Net Clear Opening:9.12 SgFt Ogee Interior Glazing Profile Egress Information A2 Standard Bottom Rail No Egress Information available. Black Weather Strip Satin Nickel Folding Handle, ,,,,,,,,,,,,,,,, „.., 39.75 Satin Nickel Multi-Point Lock Stainless Steel Hardware,,,,,,,,,,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,171.75 Interior Wood Screen,,, ,,,,,,, 4650 Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Unit:A2........................................................... 1,11825 Clad Ultimate Casement Picture CN 56 X Basic Frame 68” Rough Opening 57"X 681/2" Frame Size 56"X 68" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-lin-1Lite................................................ 1,403.25 StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail ,Black Weather Strip Solid Wood Covers Unit:A3.............................................................747.00 Clad Ultimate Casement- Right Hand CN 28 X Basic Frame 68" Rough Opening 29"X 681/2" Frame Size 28"X 68" Performance:StormPlus IZ3 Ebony Clad Sash Exterior Primed Pine Sash Interior IG-3/4 in-1 Lite................................................ 569.25 StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail Black Weather Strip Satin Nickel Folding Handle.. ........................................... 39.75 Satin Nickel Multi-Point Lock Stainless Steel Hardware...............................................171.75 Interior Wood Screen................................................. 46.50 Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Vertical Structural Mull l"................................................ 213.00 Factory Mull Charge......................................................21.00 OMS Ver.0002.05.00(Current) Processed on:11/3/201511:18:22 AM Page 6 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subject to change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: 4 9/16"Jambs AL Nailing Fin,,,,,,,,,,,,, .63.00 ***Note: Mullions must be checked to ensure compliance with jobsite requirements for structural loading. ***Note: Reference the installation instructions for StormPlus certification requirements. Initials required Seller: BuyeL% /��i Project Subtotal Net Price: USD 40,253.25 0.000%Sales Tax: USD 0.00 Project Total Net Price: USD- 40,253.25 OMS Ver.0002.05.00(Current) Processed on:11/3/201511:18:22 AM Page 7 of 8 OMS Ver.0002.05.00(Current) John A Claflin IZ3 Product availability and pricing subjectto change. Claflin IZ3 Quote Number:WZL6GXH Architectural Profile Number: PURCHASE APPROVAL/SIGN OFF Project Subtotal Net Price: USD 40,253.25 0.000% Sales Tax: USD 0.00 Project Total Net Price: USD 40,253.25 1 have reviewed all line item quotes in detail and agree that the product specifications and pricing are accurate,and I approve the project for order. I acknowledge that additional charges,tax or Terms and Conditions may apply. Seller: Buyer: —�0 h(M ��kf N -2. LY OMS Ver.0002.05.00(Current) Processed on:11/3/2015 11:18:22 AM Page 8 of 8 F RESchecic Software Version 4.6.2 Compliance Certificate Project Foster/Claflin Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 16781 East Main Road John Claflin Susan Young Box 621 Claflin Architectural Design Susan E Young,R.A. FISHERS ISLAND,NY 06390 1700 Hillside Way 1197 Whistler Ave. Los Angeles,CA 90069 Box 662 (323)822-9303 Fishers Island, NY 06390 j.claflin@mac.com 917 923-2027 seymobile@gmail.com Compliance: 15.9%Better Than Code Maximum UA- 69 Your UA: 58 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. 1Envelope Assemblies ,Gross Area Cav,ity Co ht. Perimeteir East Main House Wall:Wood Frame, 16"o.c. ___ ___ ___ ___ _ Exemption:Framing cavity filled with insulation West Main House Wall:Wood Frame, 16"o.c. ___ ___ ___ ___ --- Exemption:Framing cavity filled with insulation North Main House wall:Wood Frame, 16"o.c. ___ ___ ___ ___ Exemption:Framing cavity filled with insulation South Main House Wall:Wood Frame, 16"o.c. ___ ___ ___ __- --- Exemption:Framing cavity filled with insulation Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 Door 1: Glass 42 0.300 13 Main House Ceiling:Flat Ceiling or Scissor Truss --- --- ___ ___ --- Exemption:Framing cavity filled with insulation Skylight 1:Metal Frame with Thermal Break:Double Pane with Low-E 12 0.300 4 Main House Crawl:Solid Concrete or Masonry --- --- --- --- --- Wall height:3.0' Depth below grade: 1.0' Insulation depth: 1.0' Exemption:Framing cavity filled with insulation East Studio Wall:Wood Frame, 16"o.c. ___ ___ ___ ___ --- Exemption:Framing cavity filled with insulation Awning Window:Wood Frame:Double Pane with Low-E 12 0.300 4 North Fixed Window:Wood Frame:Double Pane with Low-E 26 0.300 8 Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 1 of 7 Gross Area Cavity Cont. Assembly - 117-Value U-Factor UA Perimeter Vertical Awning Window Left:Wood Frame:Double Pane with Low-E 13 0.300 4 Vertical Awning Window Right:Wood Frame:Double Pane with Low-E 13 0.300 4 South Fixed Window:Wood Frame:Double Pane with Low-E 26 0.300 8 Vertical Awning Window Left:Wood Frame:Double Pane with Low-E 13 0.300 4 Vertical Awning Window Right:Wood Frame:Double Pane with Low-E 13 0.300 4 Family Room Floor:All-Wood Joist/Truss:Over Unconditioned Space --- _-_ .-- __- ... Exemption: Framing cavity filled with insulation West Studio Wall:Wood Frame, 16"o.c. __ __- --. --- --- Exemption:Framing cavity filled with insulation North Studio Wall:Wood Frame, 16"o.c. -__ _-. -__ __- --- Exemption:Framing cavity filled with insulation South Studio Wall:Wood Frame, 16"o.c. _-_ --. ___ --- ._- Exemption:Framing cavity filled with insulation Studio Ceiling:Flat Ceiling or Scissor Truss _._ --- ___ --. --- Exemption:Framing cavity filled with insulation Studio Floor:All-Wood JoistlTruss:Over Unconditioned Space -.- __ ___ __- __- Exemption:Framing cavity filled with insulation Family Room Floor copy 1:All-Wood Joist/Truss:Over Unconditioned Space .__ --- ___ --- --- Exemption:Framing cavity filled with insulation Studio Crawl:Solid Concrete or Masonry --- _ .-. ___ _-- Wall height:3.0' Depth below grade: 1.0' Insulation depth: 1.0' Exemption:Framing cavity filled with insulation Mechanical Equipment Description Other(Except Gas-Fired Steam) Gas 80 AFUE Electric Central Air Electric 13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply wjth the mandatory requirements listed in the RES check Ins ection Checklist. Name-Title Signature Date Project Notes: John Doucette, Contractor jhdcontracting@gmail.com 631788-5508 Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 2 of 7 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions.. & Re .ID 103.2 :Construction drawings and ❑Complies ;Requirement will be met. [PR1]i documentation sufficiently ❑Does Not U demonstrates energy code ❑Not Observable Location on plans/spec:A- compliance for the building i ,304,A-305,A-306 ;envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies ;Requirement will be met. 403.7 documentation sufficiently ❑Does Not [PR3]3 :demonstrates energy code ❑Not Observable Location on plans/spec:A- ((fj ,compliance for lighting and ;014 ;mechanical systems.Systems ❑Not Applicable serving multiple dwelling units < ;must demonstrate compliance ,with the commercial code. ; 403.6 Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. [PR2]2 ssized per ACCA Manual S based Btulhr 1 Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: other approved methods. Btulhr ; gtu�h�g I❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions- 1 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 3 of 7 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2:1 Exposed foundation insulation ;[]Complies ;Requirement will be met. [FO11]2 protection. I❑Does Not ❑Not Observable; Location on plans/spec:A-304,A-305,A-306 } ;❑Not Applicable 403.8 Snow melt controls. ;❑Complies ;Exception:Requirement is not applicable. [F012]2 PDoes Not ;❑Not Observable; ( ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) .3 1 Low Impact(Tier 3) Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 4 of 7 Section plans Verified Field Verified #' Framing/Rough-In Inspection ` Value, Value Complies? Comments/Assumptions &Req.ID 402.4.4 ;Fenestration that is not site built - J❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. - 402-.4.5 31C-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not I and labeled to indicate&It;=2.0 ❑Not Observable !Location on plans/spec:A- . icfm leakage at 75 Pa. ;105Lighting Plan { ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ;Requirement will be met. [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403:2.3, ;Building cavities are not used as - ❑Complies ;Requirement will be met. [FR15]3„ ;ducts or plenums. =` ❑Does Not w , U IE]Not Observable ❑Not Applicable 4013 HVAC piping conveying fluids ; R- ; R- ;❑Complies :Requirement will be met. [FR17]2 above 105°F or chilled fluids 1❑Does Not V° below 55 9F are insulated to R-3. :,[]Not Observable ; !❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies ;Requirement will be met. [FR18]2 pipes are insulated to R-2. ❑Does Not • ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ;° ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. „❑Not Observable Location on plans/spec:A- ❑Not Applicable 103 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 5 of 7 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ;❑Complies ;Requirement will be met. [IN13]2 installed R-values provided. I❑Does Not j ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies :Requirement will be met. 402.4.2.1 I verified by blower door test result; :❑Does Not [FI17]2 ;of&It;7 ACH at 50 Pa.This :Location on plans/spec:A- requirement may instead be met ; ;❑Not Observable 304,A-305,A-306 ;via visual inspection,in which ;❑Not Applicable case verification may need to I ;occur during Insulation 'Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies :Requirement will be met. [FI4]1 (construction with maximum :❑Does Not leakage of 8 cfm to outdoors,or I I ❑Not Observable 12 cfm across systems.For rough-in tests,verification may �❑Not Applicable :need to occur during Framing Inspection,with maximum leakage of 6 dm across systems .and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [F19]2 installed on forced airfurnaces. ❑Does Not U []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. J accessible manual controls. I❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ;❑Complies ;Requirement will be met. [FI7]2 ❑Does Not r❑Not Observable J❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 : !mechanical and water heating ❑Does Not equipment have been provided. []Not Observable '❑Not Applicable Additional Comments/Assumptions: l 1 I High Impact(Tier 1) 2' Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title; Foster/Claflin Residence Report date: 10/12/15 Data filename: C:\Users\Susan\Documents\REScheck\Foster.rck Page 7 of 7 C2010 New York �(j Energy Conservation Construction Code Energy Efficiency Certificate Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): Door Rating a Window 0.30 Door 0.30 Skylight 0.30 • . • Effi Other(Except Gas-Fired Steam) 80 AFUE Electric Central Air 13 SEER Water Heater• Name: Date: 16 Comments JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CA goo6g TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM • • � .'fes ® � , SUSAN E.[YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL: (212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM ISLAND ux\ L,�� SID • Lj IL py I I 1 1 11-1. 81 1 1 1 1 1 I.ffi I I 1 1 1 111 ----111 1 1 1 1 1 1-I I I I I I I I I I I I I C I I I I JE p i ,.. L. ABBREVIATIONS LEGEND: LIST OF DRAWINGS: & AND E,(E) EAST, EXISTING MAX. MAXIMUM SR SOLAR REFLECTANCE A-# DETAIL BUBBLE REFERENCE DWG # TITLE AT EA. EACH M.C.B. METAL CASING BEAD SSK SERVICE SINK @ CENTER LINE ELEC. ELECTRIC MTL. METAL SS STAINLESS STEEL { (E) EXISTING EL. ELEVATION MFR. MANUFACTURER STL. STEEL T-1.1 TITLE SHEET N) NEW EQ. EQUAL MIN. MINIMUM STD. STUD SECTION Q PROPERTY LINE EXH. EXHAUST MISC. MISCELLANEOUS STR. STRUCTURAL A T-1.2 SITE PLAN ACOUS. ACOUSTIC EXP. EXPANSION MECH. MECHANICAL SUSP. SUSPENDED T-1.3 SURVEY ASPH. ASPHALT EXT. EXTERIOR N,(N) NORTH, NEW SYM. SYMMETRICALj A/C AIR CONDITIONING F.O. FACE OF NAT. NATURAL SYS. SYSTEM —�— ELEVATION POINT A-0.1 EXISTING & DEMO PLANS ADJ. ADJUSTABLE FD FLOOR DRAIN N.I.C. NOT IN CONTRACT T TREAD A.F.F. ABOVE FINISH FLOOR FH FIRE HYDRANT NO. NUMBER T.C. TOP OF CURB D- A—o.2 EXISTING ROOF PLAN DOOR SYMBOL AL ALUMINUM FHC FIRE HOSE CABINET N.T.S. NOT TO SCALE TEL. TELEPHONE O A-0.3 EXISTING ELEVATIONS ANDD. ANODIZED FIN. FINISH O.A. OVER ALL TEMP. TEMPERED APPROX. APPROXIMATE FLR. FLOOR O.C. ON CENTER THK. THICKNESS 0 WINDOW SYMBOL A-1.1 FIRST FLOOR PLAN BCS BABY CHANGING STN. F.O.F. FACE OF FINISH O.D. OUTSIDE DIA. THR. THRESHOLD BD. BOARD F.O.S. FACE OF STUD OPP. OPPOSITE T.O. TOP OF A-1.2 ROOF PLAN BLDG. BUILDING FT FOOT 0/ OVER T.O.C. TOP OF CONCRETE EXISTINGPLANS LEGEND A-1.3 ELEVATIONS & SECTION BLK. BLOCK FX FIRE EXTINGUISHER PERF. PERFORATED T.O.G. TOP OF GRADE A-1. ELECTRICAL PLAN BOTT. BOTTOM FXC F.X.CABINET PLAM PLASTIC LAMINATE TTD T.TISSUE DISPENSER 4 CAB. CABINET GAU. GAUGE PT. POINT Tv. TELEVISION o EXISTING WALL TO REMAIN A-1.5 REFLECTED CEILING PLAN CB CATCH BASIN GALV. GALVANIZED PTD PAPER TOWEL DISPEN. TYP. TYPICAL A-1.6 DOOR &WINDOW SCHEDULES CEM. CEMENT GD GARBAGE DISPOSAL PTN. PARTITION T&G TONGUE&GROOVE o EXISTING WALL WITH NEW FRAMING CI CAST IRON GR. GRADE PLYWD. PLYWOOD UNO UNLESS NOTED CJ CONTROLJOINT GYP. GYPSUM PVC POLYVINYLCHLORIDE OTHERWISE EXISTING WALL TO BE DEMOLISHED CLC. CEILING HDY HAND DRYER (R) RELOCATED VB VAPOR BARRIER o EXISTING ROOF TO REMAIN COL. COLUMN HT. HEIGHT RA RETURN AIR VT VINYLTILE CONC. CONCRETE HB HOSE BIBB RD ROOF DRAIN VERT. VERTICAL o EXISTING ROOF TO BE DEMOLISHED CONT. CONTINUOUS HWD HARDWOOD REF. REFRIGERATION VL VERIFY LOCATION CT CERAMIC TILE HORIZ. HORIZONTAL RESL. RESILIENT W WEST CTR. CENTER HR HOUR RM. ROOM W/ WITH PROPOSED PLANS LEGEND CMU CONC. MASONRY UNIT I.D. INSIDE DIA. R.O. ROUGH OPENING WC WATER CLOSET 77 DF DOUGLAS FIR INSUL. INSULATION S SOUTH WD WOOD u , DET. DETAIL INT. INTERIOR SA SUPPLYAIR WGL WIRE GLASS ® EXISTING WALL TO REMAIN ISLAND RESIDENCE D.G. DECOMPOSED GRANITE JT. JOINT SCD SEAT COVER DISPENSER WWM WELDED WIRE MESH DIA. DIAMETER LAM. LAMINATE SD SOAP DISPENSER W/0 WITHOUT ® EXISTING WALL WITH NEW FRAMING FISHERS ISLAND, NY DIM. DIMENSION LAV. LAVATORY SHT. SHEET WP. WATERPROOFING N EW WALL DN. DOWN LT. LIGHT SIM. SIMILAR WRC WASTE RECEPTACLE - �J` R`� DS DOWN SPOUT SQ. SQUARE YD. YARD �0. ® EXISTING FOUNDATION �� �� Es �>�„ � DWG. DRAWING LE HEET SCALE: DRAWING N0: NIA 1p DATE: T-1 ,9 2/17/2017 1 ' "✓1C)��yLDRAWN BY: L.ORTIZ MEW JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL:(323) 822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM c \ SUSAN E.YOUNG, R.A. I �O ! 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL: (917)923-2027 I � SEYMOBILE@a GMAIL.COM I I � I � I O I 8" I HEMLOC I o loll ` lil X 31.0 ��� HEMLOC O �\ TANK 15" SPRUCE 10" a a� O II SPRUCE Orr \\��� HEMLOC 26.6 I s GRAVEL 0 1511 1011 �"' DRIVEWAY O I � SPRUCE HEM LOCrr �O�\�\\\ l II \ c, 26 TRE \�1 I SToff, I WAALLLL <% \ \W 1/ 28 O \�\ \ \. 1511 \ BURIED _ SPRUCE —� -- 30 PRA KNE `\ 32 N ' .`° 3 ( Orr �\ 34 \ *� � \ II 12" �. — MAPLE "a 36 \•\ UNDERGROUND I HEMLOC C \ CLUMP UTILITY I \\\\\ �i� INIn������ 37.3 \• I 1211 , \• i ��U SPRU f POO II �� 36.8 / ELECTRIC I 7 5 EQUIPME TRANSFORMER I STONE ( 3 C WALL 2 o�J) o �� 1 � i 77JJ 12" ; ~^ i�/ 1� AINLINK FENCE WELL k 37.8 /f ; cb PERMITTED �,i ��\ J'0 RENOVATION & , POOL � ADDITION, BP 40218 FF_HOUSE m m EXISTING GUEST % j< 33.23 �r. HOUSE, NO WORK WAL w 'I 38 INTERIOR RENOVATION 00 OF EXISTING SINGLE ; , ko =` 1 TR E FAMILY RESIDENCE ' � r- I �, 32.86 / In I EXISTING ---- --- - - ---� x 01A GA_RDEN --------------- --- --- -- -00 r4i35.3 Z ' s-� I �' �. O _ I p 3 i ¢ a I � /• 1001 -WETLANDS SETBACK - ---------- ....................................... ` .....-------...... — .' ii I 81 I ! o I — '�. BIR H W OD ST PS I ------------ POOL ii 4" TR E ' o O I i ATE ` \ THESE ADDITIONS HAVE BEEN FILED UNDER - A SEPARATE PERMIT, CURRENTLY BEING k 33.2 °n CHAINLINK FENCE REVIEWED BY THE TOWN TRUSTEES o 0 �/ x 2 Ln 3 1211 2 MAPLE /J 30 z$ i zb � i4 zoo o� MONUME 2Z /,�'c�(7o?j9 NT(FIND) N0 I � z � I ISLAND RESIDENCE FISHERS ISLAND, NY 2' PAT ATE - �� POT LIGHT �' I c� 5� � �� SITE PLAN \� SCALE: DRAWING N0: OI �? i ' / LIMITS OF FRESHWATER WETLANDS 1 I � q 16 it-off AS INDICATED BY C. HAMILTON, N.Y.S.D.E.C. tr 7 DATE: DECEMBER 13, 2006 I �rf•• io:, 2/17/2017 T-1 . Z DRAWN BY: L.ORTIZ JOHN CLAFLIN o/w �� '�' 13-4 �ON \ CLAFLIN ARCHITECTURAL DESIGN 16-5 1961 1700 HILLSIDE WAY LOS ANGELES, CA goo6g 16-7A TEL: (323)822-9303 FAX:(323) 822-9358 ` POLE ;(�ss3t \ J.CLAFLIN@a MAC.COM 16-Te 16-e / \ \ FlSHAND _ GEULA ERs ISL NATER WORKS SUBDIVISION � \ 19°' tae, SUSAN E.YOUNG, R.A. 16-10 16-9 1197 WHISTLER AVE., BOX 662 SHERS N/F / c �\ \ � � PORTION �, TEL:(2121)724-7204 ELDL:(917) 923 Zo27 MARK E. & LOUISE D. GAUMOND \ 16-1+ / � \ 18-12 � '� 14-2,14-8 �'� ; SEYMOBILEr7a GMAIL.COM 5-7.15-12 { 16-13 C 17 16-12 PORTION 1 8 16-4 4-7-8 15-3 16-1 * 15-6, PORTION 15-11PORTION -14 4-7-4 THE NATURE CONSERVANCY3 15-13 5- 16-14 15-15 POLE C X607 / IRON 01 PIN BLOCK ISLANr;) 50UNr:)I / Q p�y POLE LOCATION MAP SCALE 1 "=400' `•_`�-.` N F \ #6008 H. LEE FERGUSON ?�¢ss Mq/N RD MAP REFERENCES MUSEUM, INC. (PORTION �� o w 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO GEORGE CARTER SEDNAOUI & STACEY CAYCE SEDNAOUI; BLOCK 15; FISHERS ISLAND, NEW YORK; CHANDLER, BLOCK 15/ LOTS 7&12) 60� ��- o w, POLE PALMER & KING; NORWICH, CT.; DATE: JANUARY 10, 2000; SCALE: 1"=100'; X6009 • SHEET 1 OF 1 E J C 1,a' �o MONUMENT 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO H. LEE FERGUSON MUSEUM, N19 91 (FOUND) INC.; BLOCK 15; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; NORWICH, CT.; S: 265.53 DATE: 09/19/2003; SCALE: 1"=80'; SHEET 1 OF 1 ) UNDERGROUND UTILITY E: 1058.98 3. PLAN OF PROPERTY OF COLBY M. CHESTER; FISHERS ISLAND - NEW YORK; SCALE: 1"=100 FT.; CHANDLER, PALMER & KING; NORWICH, CONN.; NOV. 1972 c 4.) SURVEY MAP PREPARED FOR GEORGE CARTER SEDANAOUI & STACEY CAYCE / SEDANAOUI EAST END ROAD FISHERS ISLAND, NEW YORK DATE: 10/04/2004 / SCALE: 1"=30' PROJECT NO.: 2004835 SHEET NO.: 1 OF 1 ELECTRIC 4" TRANSFORMER \ HEMLOCK EXISTING GARDEN // \ G 12" \ 10" \ NOTES HEMLOCK\ 10 �grlllliiii SPRUCE / / HEMLOC � a�`�"'��� / < �tLO 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED \ << >Q WOOD FE E GRAVEL DRIVEWfy X35.4\ FA HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE �3r0 r ENGAGEMENT. MONUMENT �,�/ \ \ 6RgV/�t,DRIVEWAY ----- ---- 31'2 - - 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, (PND.) �.�� � saI / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO /✓ rn ���/ (`.,o L) < MAPLE \ ®���a\\ - �IIlk" » I 1 I MAPLE ) , =_� SE>" � 0'nEMLOC ALTER AN ITEM IN ANY WAY. ��� it r�i m�n���� �/�///11111\��� 15' l 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S CHAINUNK FENCE / 6� ��� ii %I /Alll1�� �./ I ) _ 1s SPRUE I►`.._ 1 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SPRUCE I t THE LAND SURVEYOR. 3 .92 ;K37.5/STONE i i bi,rr Io L_ - UEST x37.50 STONE � WALL SPR CE ) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC HOUSEx2s.5 �\ i ' / 4. ' 1 \ HE HEMLOCK SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" .N1 FF- X I TgoE o t 3s 8 39. X37.5 T 1��� 37.5 i ss /9/I�II�, ucE O� STONE ® ® 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, RETAINING SECTION 004, BLOCK 7, LOT 6. WALL iBIRCH `\ \ \ --30^f 6.) TOTAL AREA = 3.42f ACRES. / \ - �( g.39.41 � � 1 \ i--- 28 I I ' ' I BCH \ / \ ^26� X37.5 \ / 7.) SITE IS LOCATED IN R-120 ZONE. 3� , � MAP NIPER r' \ ►► I I I j FF= t0 I I I I ( f .1 I I 39.44 7 1 \ \ > / •4 C, BULK 0 85t 36.8 t 3-6 SH HEAD x37.8 t P / I TANK \ \ EXISTING `� X r /' Z O / / ?„ 37.9\ / I / / 22 5 / IlkZ EDGd I 11''A �,c\o�� RESIDENCE I �� se ;,� `t I '1 / \ x3. PATIO 38.26 =� 37.5 I 20\,/ i / / I F=3 .4 \\ 30.58WER I TREE y' 1 N/F 36.5 N11 \\ / GARAG LEONARD ORR FF= �5' X 38.2 4" ( ( //\ / (PORTION BLOCK 15/LOT 6) 1 \ A`'-DINr GI �' `\ 35 ' I 'I BIlk \\ URIE Cl 11 b / F7 /O / .00 0PROP"E X35.3 TANK Q� JA \N SPOT LIGHT / / / ) _ \ 1 N/F Poo 3 .2 / l / H. LEE FERGUSON l GATE \ \\\\\\ 32 32.86 :. ops ( / / MUSEUM, INC. 11LJL � \\ \\ r�w\ rn: _N POOL (PORTION / EQUIPMENT BLOCK 15/ LOT 6) 'jp.o, 2 62 a POOL / / EDGE OF LAWN (f IV r RE • +��?D. \\\\\ � �/ � �Do BIRCH / �rfooD--1 i ✓ Yr CHAIN LINK FENCE LEGEN LIMITS FRESHWATER WETLANDS 'I� II' �7 ISLAND RES ENCS pp�• • '� / �C`' AS INDICATED BY C. HAMILTON, N'�`S.D.E.C. F NOW OR FORMERLY 1 .� N/ DECEMBER 13, 2006 SF SQUARE FEET A : `s.� 5 / C� , , FISHERS ISLAND NY - 20 - - EXISTING CONTOURS STONE WALL 'I A. RETAINING WALL �t�ti'={� :% SURVEY � \ � o �:-1rYCli' N/F \ WOOD BRIDGE / 0 FENCE SCALE: DRAWING NO: LEE FERGUSON \ TREELINE 30 15 0 30 ill = 30'-0II MUSEUM, INC. GRAPHIC SCALE IN FEET DATE: (BLOCK 15/ LOT 13) 217/2017 T-1 .3 DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL:(323) 822-9303 FAX:(323) 822-9358 J.CLAFLIN@a MAC.COM f '. SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL: (212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM 7`7777 4 PANTRY \ � � / NEW WINDOW NEW WINDOW DN \ / DN FRAMING FRAMING WALK-IN--11 777777— 6-E / F NEW WINDOW CLO / FRAMING / - / TNNORTHBATHNEWWINDOW CI I IFRAMING NORTH BEDROOM CL. I I DINING ROOM I I EXISTING ENTRY I I BREAKFAST BLUESTONE TERRACE CLOSE UP I 1 NICHE DOOR HALL HALL + 391-511 I- - � I II 7( I CL. BAR I I I I NEW WINDOW DN I I FRAMING DN — — — — ,< NEW WINDOW CL' L CLOSE OPENING FRAMING I CL. IL _ I NEW DOOR NEW DOOR CLOSE UP WINDOW WEST BEDROOM - - - FRAMING FRAMING AS NECESSARY �L' EAST NEFRAMI,NGOW HALL + 381-311 BATH jj BUREAU BUREAU EAST BEDROOM RELOCATED -I DOOR FRAMING Q . 36 .91 — — — — — CL. I i I ( DN — LIVING ROOM CLOSE I DN >< UP DOOR NEW DOOR I IL +381-3" FRAMING CLOSE UP WINDOW I I PRIVATE MASTER CLOSE UP C OOR OSEUP AS NECESSARY I I HALL BATH WINDOW NEW DOOR REMOVE LIGHT I FRAMING NEW OPENING WELL L I CL, FRAMING CL. NEW WINDOW �-- FRAMING E-- DN I NEW WINDOW FRAMING NEW WINDOW FRAMING MASTER NEW WINDOW BEDROOM NEW WINDOW FRAMING FRAMING + 381-311 NEW WINDOW FRAMING DN _ - _ - _ _ REMOVE STEPS L _ FIRST FLOOR PLAN WALL LEG END EXISTING WALL TO REMAIN O EXISTING WALL WITH NEW FRAMING O "' EXISTING WALL TO BE DEMOLISHED C_ _ -I ISLAND RESIDENCE FISHERS ISLAND, NY EXISTING & DEMO PLANS St': Cr 11 r� .•� SCALE: DRAWING NO: rte. 0 1 11 = 11-on 14 .� DATE: Q 2117/2017 /� 0 • ► �(��, DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM 77 EXISTING SKYLIGHTS TO BE REMOVED N EXISTING ROOF \\ N EXISTING 6:12 N ROOF �.f El 6_12 ROOF TO BE N DEMOLISHED EXISTING ROOF r I 6:12 > . I EXISTING ROOF EXISTING ROOF N_ ROOF PLAN LEGEND EXISTING ROOF TO REMAIN D EXISTING ROOF TO BE DEMOLISHED D ISLAND RESIDENCE FISHERS ISLAND, NY °a ` 77 t c : \ EXISTING ROOF PLAN SCALE: DRAWING NO: -Orr DATE: A-o ,. 2 2/17/2017 `I'v Qi'<<�` DRAWN BY: L.ORTIZ 7777 JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM Y C III 111 $ F.F.@ ENTRY HALL lr 39.42' EF-111 I I I I I I I I I I I I I P ---ji ---]L- 11 11 J, 1 1 .11 F.F.@ LIVING ROOM C38.z5' 7 1 -)j A -h I I I I L 36.75' F.F.@ GUEST BEDROOM SOUTH ELEVATION r j F// LE Lj�y --4L--JI 39.42' F.F.@ ENTRY - HALL NORTH ELEVATION Z - - - - - - - - - - - - - d e d r z� F.F.@ENT N SEC?� L X39.4 �, ,7 ISLAND RESIDENCE F.F.(�LIVING ROOM y18.25' a��c•�� 038.251 F.F.@LI �i�kM fo��� FISHERS ISLAND, NY F.F.@GUEST BEDROOM lq�LLIIIlilt a "' r 76 5_ f� f EXISTING ELEVATIONS tp r FQ SCALE: DRAWING NO: EAST ELEVATION WEST ELEVATION D1/4 3 4 217/2017 A-o ,. 3 DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CA goo6g TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM , ® SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL: (917)923-2027 SEYMOBILE@GMAIL.COM 77 7777 EXISTING r PANTRY W-107 104 1 � D-108 W-102 / ISTI—DN W— — -- _ \ \ / DN — K-I-IN-CLOS / —. — 102 / F,I VV 135 W-101 TABLE / ` POWDER NICHE D-106 / ' -- — ------ CL. \ i 3211 AFF +41/2n / DN �-----------y--------------�' D1 0 ' � RENO ATED BASEMENT� (D-EX-4) , `` ------------------ ------- D-107 NORTH ATH ST IR� I I I �- —>/ I I RENOVATED ' I ' 119 W 2 I NORTH BEDROOM 32 1 3 I I AF I I I I I I ___ O I I I - I r -I I 1 120 I EXISTING ; EXISTING I I EXISTING + 39 -511 ENTRY ' � I DINING DOOM I I I i i ; IDEX1 I BLUESTONE TERRACE I I �---------------- ------- \ EXISTING WEST I HALL D 1D3 1a01 1z$ HALL i i i I EI XISTING117 ' , D129, 11 i i i i i i i OREAKFAST NICHE I D-127 a 1 1 + 391-511 ' I ' ----- - I I 10 I D-134 D-126 D-124A D 1248 i �R. I R. - - — — — — — O CL. CL. DN '�/ -- ----- - — \\� C-EI ` SHELVES , D-133 — —— — — —— +4 , D-105 1 ` --------------- ----( I +3 .1 CL. D I .. \ --------------------------------------------------- / I II I I I I W 131 I I ' �3 D 1 I D 103 I I I I EAST EXIST NG EXISTING � I I I BATH STA R DRESSING HALL IBENCHi I W115 I I I I I D131 i i D102 EXI TING D104 110 D117 T0 CL. H LL 1 1 I I ° I I I I I I 10 I 1 I I I RENOVATED WEST i D 115A D 1158 D-116A+3„D 1168 RENOVATED EAST BEDROOM ' ' NEW WEST I EXISTING I D-1o1 „ DN BEDROOM D-118 I DN F12 � BATH � LIVING ROOM � I I I I FP D 122A NICH SHELVES 111 ; D IX-S + 39,-5f1 121 _ i 116 CL. T o — — + 36'.9" DN 2" + 381-311 ; D 1zzB +2" I I b I O 38. 1.3" I I EXI ING -- PRI ATE EXISTING — I I I DRESSING N I I W-12 1 AC j D 121A H LL D 11g N,ASTER BATH � � TABLE lo I1 I <-FEED --------------------------------------------------- 114 11 II W126 W124 i -�.\ CL.i I 3 I 1 NICHE BENCH `r___------;, I , DN — rNEWVALENCEBOX � I D121B --- — — ik--————--———————-�————————————<—--——— ————— �V — — '� W-119 W-118 • D IX�i D120 ''/ REPLACE SLOPED BLUESTONE W129 W127 I — — — — — — — �\ .' I THIS ADDITION HAS BEEN FILED UNDER W/LEVEL BLUESTONE --------------------- SEPARATE PERMIT, CURRENTLY BEING CAP&REFLASH REVIEWED BY THE TOWN TRUSTEES I I W 128 I I I , THIS ADDITION HAS BEEN FILED UNDER A W122 I ; EXISTING MASTER i I W-120 SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES BEDROOM O I 115 I -- --------------------- I I I I I I I I I 1 I , SILL,CABINENTS BELOW ` F _ moi - TV- FIRST FIRST FLOOR PLAN WALL LEG END EXISTING WALL TO REMAIN EXISTING WALL WITH NEW FRAMING NEWWALL ISLAND RESIDENCE FISHERS ISLAND, NY FIRST FLOOR PLAN `� �,1^ 0 o SCALE: DRAWING NO: �` �G} 1/4 1 -011 DATE: 'a617 2/17/2017 0 DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1170o HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL:(323)822-9303 FAX:(323) 822-9358 J.CLAFLIN@MAC.COM SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL: (917)923-2027 SEYMOBILE@a GMAIL.COM PATCH ROOF AS NECESSARY I I I NEW SKYLIGHT 1 �p 30r1 SQUARE 1 EXISTING ROOF 6:12 f I I I EXISTING EXISTING — — — — — — — — — — — — — — ROOF ROOF I EXISTING NEW ❑ � ROOF ROOF CHIMNEY VROOF 612 N I +I `p EXISTING 6:12 6:12 r - - - - - � ROOF I — — — EXISTING I ROOF I NEW I ROOF I I ��' •��� N30 SQUARELIGHT I — n N 612 THIS ADDITION HAS BEEN FILED UNDER A SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES _ I I I EXISTING THIS ADDITION HAS BEEN FILED UNDER A ROOF EXISTING SEPARATE PERMIT, CURRENTLY BEING ( ROOF I REVIEWED BY THE TOWN TRUSTEES I I N I % I ROOF PLAN ISLAND RESIDENCE _ FISHERS ISLAND, NY !;aT�-r� C f �'�✓.` ROOF PLAN f o j SCALE: DRAWING NO: 1 it -011 pw DATE: 1 0 % 2/17/201] A—lo2 DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA goo6g TEL:(323) 822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL: (917) 923-2027 SEYMOBILE@a GMAIL.COM r + r + \ + + / JL I r re ------ Ile / ie \ F.F.Ca ENTRY HALL ®39'-5'' ,r F.F.Ca LIVING ROOM X38'3" ltu IT" 36'-9"F.F.@ GUEST r BEDROOM :y SOUTH ELEVATION 1 ASPHALT SHINGLES y x • r , r , . , I -Jl , + WEST BATH 39'-5" F.F.t7a ENTRY 39'S" F.F.Ca ENTRY HALL HALL x.38'-3" F.F.C)a LIVING ROOM DS DS 5"SHINGLES NORTH ELEVATION SECTION A z 3 I Jill F.F.Ca LIVING ROOM �381-111 038'-3" F.F. ivi cR anit. -' s� FISHERS ISLAND, NY F.F.@ GUEST BEDROOM �36'-9" «� c- m -i DS PROPOSED ELEVATIONS & a , v SECTION A . YTW SCALE: DRAWING NO: EAST ELEVATION WEST ELEVATION 114" = 1'-°" 4 DATE: 2/17/2017 A-1 .3 DRAWN BY: L.ORTIZ 1 JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA goo69 TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@MAC.COM SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL:(917) 923-2027 SEYMOBILE@a GMAIL.COM L , PANTRY 104 TO SCONCES ON BREEZEWAY — — — — — —// W LK-IN CLOSET / 6INTERIOR IF IN'-6"ABOVE 6'-6"ABOVE 10 / TERIOR FF / \ , PROVIDE CARBON-MONOXIDE DOOR BELL \ , DETTECTORECTOR IN BASEMENT 18°AFF ------------------------Ir I I N TH SID CO • BASEMENT I I �- - ------------------- -- r I I I soOcO i i i BA STAIR I i i i i i i ---- 11 i i i DINING ROOM i i i • II • i i i i 101 A7 INORTH BEDROOM I I - - _ SKYLIGHT BOX I I j——————————f 120 ----------1 , I , I I I I I BkEAKEA-$ 1-1 • HALL • i ENTRY NICHE ® SD CO I HALL I I I I I I I I 117 I I I I I I L---- 103---- -� / ♦ I I I I I I I OUTLET 42"AFF ." I I I �-----'------------ • I �- \\ ,/ _- DOOR DOOR i ,/ 18 AFF \� • • • • • ♦ / - ---------- R I R \ / E-EXISTING CIRCUITS TO REMAIN ^/ ¢ SOFFITLIGHTS I I 2"AFF \�------------------�/ I I `♦ / DOOR I I I I SDCo DRESSING I O I , , I I 1--------------------------- — — -------------� I HALL SOo I I I I I I I I i i I so 0 I I I I i FLOOR HALL I I I I I I I I I I I I I DOOR 10 I I I I I ¢ I 1 I I I I I I I I I I I I POOL I I COU"NA TTOP I - 'OVERI LIGHTS I I I OUTDOOR I I ELECTRONICS FOR I LIGHTS I TV IN CABINET I I WEST DDDR 0 EAST BEDROOM ' WEST E T BEDROOM ' BATH I I111 0 Ii 122 i 121 ; MASTER BATH 0 ; I I HEATED SHAVING I I i LIVING 600M MIRROR INSIDE FL00R Tv SHOWER-PROVIDE PRIVATEGFI000R I IIALL — LIGHTS I I II 114 i I I I E TH ------------------------------ ------------------- II ELECTRONICS FOR SKYLIGHT I SOFFlTLIGHTS 112 TO GO ON SHELF ♦ I �R BOX ♦ � I I >--- ------- \ SOFFITUGHIS / \ - --- - Az o - / \ I --^-- STEAM SHOWER UNIT UNDER BENCH ACCESSIBLE FROM / \ BASEMENT CRAWL SPACE / \ / CA96'1@tA CUTDOOR � � U[}{IS THIS ADDITION HAS BEEN FILED UNDER A --------------- SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES I I I � I sD co THIS ADDITION HAS BEEN FILED UNDER A SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES I I I I I I I I ; MASTER BEDROOM 115 �)------------------------ - FIRST FLOOR PLAN LEGEND LIGHT FIXTURES OUTLETS SIGNAL SWITCHES Q RECESSED CAN-DRYWALL DUPLEX RECEPTACLE > TELEPHONE JACK,COAXIAL TV CABLE SINGLE POLE W/DIMMER & Ar DUPLEX W/GROUND FAULTCIRCUIT LAN/ETHERNET CONNECTION CEILING-MOUNT,SURFACE AV INTERRUPTER THREE-WAYW/DIMMER 7.7 HDMI 3 777'77 77 CEILING-MOUNT, PENDANT/CHANDELIER QUADRUPLEX $ FOUR-WAYW/DIMMER ISLAND RESIDENCE (O� SMOKE&CARBON MONOXIDE DETECTOR 4 (> WALL-MOUNT,SURFACE DUPLEX, HALF HOT SD co FISHERS ISLAND, NY Q HEAT DETECTOR DUPLEX, HALF HOT, FLOOR MOUNTED ^ � I--I UNDER-CABINET LIGHTING ELECTRICAL PLAN �v PUCK LIGHT m 'Z. '� j SCALE: DRAWING NO: Q � _ - •.,�.� � � 1 II = -off TRACK ALL RECESSED FIXTURES TO �p . �—A TRACK LIGHTING BE INSULATION CONTACT !` /4 `..9� DATE: Oa, ,1 2/17/2017 A-1 A �Te L v 0� . DRAWN BY: L.ORTIZ 1 JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1170o HILLSIDE WAY LOS ANGELES, CA goo6g TEL:(323)822-9303 FAX:(323)822-9358 J.CLAFLIN@a MAC.COM A • ® ® . ® _ SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL: (212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM —77,77 TF 7T O O / O O / / O / O O O 0 O / O / O / / (p� T � O spo SRO O O LAYLIGHT O O W-21/2" CEILING O _ O O O O SD CO SpcO ❑ SD CO O O O O O El O I� O O JI STONE MOSAIC O TRAY TO LIGHT FIXTURE O O LAYLIGHT EXISTING iX6 T&G THIS ADDITION HAS BEEN FILED UNDER A SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES THIS ADDITION HAS BEEN FILED UNDER A SEPARATE PERMIT, CURRENTLY BEING REVIEWED BY THE TOWN TRUSTEES FIRST FLOOR PLAN ISLAND RESIDENCE FISHERS ISLAND, NY AcG STE REFLECTED CEILING PLAN SCALE: DRAWING NO: 1/411 -011 7 $� —T � DATE: ° 2/17/2017�si7 A-1 . 5 ✓ y 0p.'E DRAWN BY: L.ORTIZ JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 17oo HILLSIDE WAY LOS ANGELES, CA goo69 TEL:(323)822-9303 FAX:(323) 822-9358 J.CLAFLIN@MAC.COM 771 SUSAN E.YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 TEL:(212)724-7204 CELL:(917)923-2027 SEYMOBILE@a GMAIL.COM i 7- F 77 777 77 CALLOUT ROOM NUMBER AND SIZE OPERATION THICKNES REMARKS CALLOUT ROOM NUMBER AND SIZE OPERATION REMARKS NUMBER LOCATION NUMBER LOCATION D-115A 110-DRESSING HALL 241lx84" RH-IN 13/8" MIRRORED W-115 112-EAST BATH 4811x68" AWNING/FIXED 2 UNITS GANGED TOGETHER D-1156 110-DRESSING HALL 24"x84" LH-IN 13/8" MIRRORED W-116 111-EAST BEDROOM 331lx68" AWNING/FIXED 2 UNITS GANGED TOGETHER D-116A 110-DRESSING HALL 24"x84" RH-IN 13/8" MIRRORED W-117 111-EAST BEDROOM 721vx68" FIXED z UNITS GANGED TOGETHER D-1168 110-DRESSING HALL 241lx84" LH-IN 13/8" MIRRORED W-118 111-EAST BEDROOM 331lx68" AWNINGI FIXED 2 UNITS GANGED TOGETHER D-117 110-DRESSING HALL 321fx84" POCKET 13/4" W-119 113-MASTER BATH 48"x53" AWNING D-118 118-EAST BATH 32"x84" POCKET 1314" W-120 115-MASTER BEDROOM 90"x53" AWNING 3 UNITS GANGED TOGETHER D-119 113-MASTER BATH 321lx84" RH-IN 13/4" W-121 115-MASTER BEDROOM 1201Ix53" CASEMENT/FIXED 3 UNITS GANGED TOGETHER D-120 115-MASTER BEDROOM 3211x84" LH-IN 1314" W-122 115-MASTER BEDROOM 90"x53" AWNING 3 UNITS GANGED TOGETHER D-121A 114-PRIVATE HALL 30"x84" RH-IN 13/8" MIRRORED W-123 116-LIVING ROOM 72"x78" FIXED D-1218 114-PRIVATE HALL 301lx84" LH-IN 13/8" MIRRORED W-124 116-LIVING ROOM 48"x78" FIXED D-122A 114 PRIVATE HALL 30"x84" RH-IN 1318" MIRRORED W-125 121-WEST BATH 36"x53" AWNING D-1226 114 PRIVATE HALL 3011x84" LH-IN 1318" MIRRORED W-126 122-WEST BEDROOM 39"x53 AWNING D-123 117-ENTRY HALL 34"x84" LH-IN 13/8" W-127 122-WEST BEDROOM 39"x53" AWNING D-124A 117 ENTRY HALL 30"x84" RH-IN 1318" HIDDEN DOOR W-128 122-WEST BEDROOM 91"x53" FIXED D-124B 117 ENTRY HALL 3o"x84" LH-IN 1318" HIDDEN DOOR W-129 122-WEST BEDROOM 39"x53" AWNING D-125 118-WEST HALL 321lx84" RH-IN 13/4" W-130 122-WEST BEDROOM 39"x53" AWNING D-126 118-WEST HALL 27"x80" LH-IN 13/8" HIDDEN DOOR W-131 122-WEST BEDROOM 36"x53" AWNING D-127 118-WEST HALL 32"x84" LH-OUT 1314" W-132 120-NORTH BEDROOM 6o"x53" CASEMENT 2UNITS GANGED TOGETHER D-128 118-WEST HALL 32"x84" LH-OUT 13/4" W-133 120-NORTH BEDROOM 90"x53" AWNING 3 UNITS GANGED TOGETHER D-129 120-NORTH BEDROOM 30"x84" LH-IN 13/4" HIDDEN DOOR W-134 119-NORTH BATH 3611x50" AWNING 1 D-130 12o-NORTH BEDROOM 32"x84" POCKET 13/4" W-135 123-BASEMENT STAIR 641fx56" AWNING 2UNITS GANGED TOGETHER D-131 122-WEST BATH 321lx84" LH-IN 1314" W-136 123-BASEMENT STAIR 36"x53" CASEMENT D-132 121-WEST BEDROOM 32"x84" RH-IN 1314" D-133 122-WEST BEDROOM 32"x84" FIX 131411 D-134 122-WEST BEDROOM 321fx84" LH-IN 1314° 4120.911 *, 6t41 D-135 122-WEST BEDROOM 32"x84" RH-IN 1314" I I 00 21 21 21-811 21-811 21-811 / \ I I W-115 W-116 W-118 W-11] W-119 I i 71_611 101 21_6" 2t-61121-6 21-6 If 51 21_6" 61 Lf" D-116A D-1166 D-127 D-128 CD-1i) Illj ;t_____jjj 11 L_Lj Ill D-132 W 120 VII 122 W-133 W-121 _ r 5' 5' -� 7 2'-6" 1, 2'-6" 2"I I 21-6n 1, 21�L. 11 2� 4� 3 � 3'3r� � 71_71' MIRROR MIRROR O0 \1 Ll Ll D-121A D-1z16 D-123 D-124A D-1z4B D-126 D-12zA D-1226 � �/ W 136 W--126 W 127 W-128 21-611 21411 21$rr W-129 W-130 1 1 W 124 5' 5'-4" 31 I I 21_611 21_611 31 I I 21_$11 21-8n Ir 00 0,0 / \ \ D 129 D-131 D-133 C§-13D CD-1i) D-136 W 125 W-131 W-132 W-134 W 135 ISLAND RESIDENCE FISHERS ISLAND, NY DOOR & WIN DOW SCH EDU LES Az C�x 1k SCALE: DRAWING NO: 114" = 1'-0►► DATE: s A� ��1 �`'- 2/17/2017 A-1 . 6 O.' rad r f` r P3� DRAWN BY: L.O RTI Z M-91 00A JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL: (323) 822-9303 FAX: (323) 822-9358 J.CLAFLIN@MAC.COM inNo, sE k i SUSAN E. YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY o6390 TEL: (212)724-7204 CELL: (917) 923-2027 SEYi%IOBILE c@GMAIL.COM ktw ;:'J."+,sT'':'%�' % ;5,w'?.:.i i;l�:v�:A,'.,fib7 �Y;,ti+f., ;S v?N•>r. . v '.:.! . ,.u.5::.'r.,a".,r-a,4- r q PLUMfBER CERTIFI^/,T;.7'" 0"J LEAD CONTENT EEt..6,-.., CERTIFICATE bFOCCUPA.�.,�. p OCC -SOLDER USED IN JAJATrt^ CATC:%o�Z,/ P,.F'.# SUPPLY;;YSTEI'► :"" TEED M0 C`14.,t.r,-- FEE: /���.'" raOT,/:, t\1ENT AT 7165-1SC?- 8AlAl TO 4 PIM, OR THE FOLLO'A ING Itl"PECTION:,:: 1. FCUNDA.TICPa - -vV0 REQUIRED PLUMBING FOR, POURED C"N�CRETE ALL PLUMBING WASTE 2. ROUGI l (-R�',;.i;i'� F. PLU!"!P NG &4%ATER LINES NEED 3. INS.JI.F,TI JI•v TESTING EEFChc COVERING 4. FINAL - COi,'2TRUCTION MUST BE CO.%?L ETF FCR C.O. ALL CONSTRUCTION SHN-L MEET THE f REQUIREMENTS OF TIV IE CODES OF NlEW YO11K STATE. NOT RESPONSIBLE FOR r s i`' E a°t. ► �, QESIGiJ OR COI!ST'RUCT!01,1 ERRORS. _2 - _ ,,-S Or STORM WATER RUNOFF r�LvV �t;�1=,K STtj t< T��^�rJ cooEs / \ I PURSUAINS i1 AS TO CH" TER 236 i"' REQUIRED Al"' f'r � OF THE TOWN CODE. f. f• i i I v. . l 'Jr'ii ..A 1,i+" .P;T0V"J N PLP,Oyn : ` , ,,. -s.-s- _ _.------_-- --�; _�----� _�-�=I�y�_I !I I II —__�_" _ .l._. ,q a- �• � �-` f i u I i 'C , TLrLFLr • OCCUPANCY OR USE IS UNLAVVFULI WITHOUT CERTIFICATE OF OCCUPANCY ABBREVIATIONS LEGEND: LIST OF DRAWINGS: & AND E, (E) EAST, EXISTING MAX. MAXIMUM SR SOLAR REFLECTANCE # DETAIL BUBBLE REFERENCE DWG # TITLE @a AT EA. EACH M.C.B. METALCASING BEAD SSK SERVICE SINK A-# CENTER LINE ELEC. ELECTRIC MTL. METAL SS STAINLESS STEEL (E) EXISTING EL. ELEVATION MFR. MANUFACTURER STL. STEEL T-101 TITLE SHEET (N) NEW EQ. EQUAL MIN. MINIMUM STD. STUDSECTION R PROPERTY LINE EXH. EXHAUST MISE. MISCELLANEOUS STIR. STRUCTURAL A T-102 GENERAL NOTES ACOUS. ACOUSTIC EXP. EXPANSION MECH. MECHANICAL SUSP. SUSPENDED T-103 SITE PLAN ASPH. ASPHALT EXT. EXTERIOR N,(N) NORTH, NEW SYM. SYMMETRICAL ELEVATION POINT T-104 SURVEY A/C AIR CONDITIONING F.O. FACE OF NAT. NATURAL SYS. SYSTEM ADJ. ADJUSTABLE FD FLOOR DRAIN N.I.C. NOT IN CONTRACT T TREAD A.F.F. ABOVE FINISH FLOOR FH FIRE HYDRANT NO. NUMBER T.C. TOP OF CURB A-001 EXISTING & DEMO PLANS AL ALUMINUM FHC FIRE HOSE CABINET N.T.S. NOT TO SCALE TEL. TELEPHCNE 0 DOORSYMBOL A-002 EXISTING ELEVATIONS ANOD. ANODIZED FIN. FINISH O.A. OVERALL TEMP. TEMPERED APPROX. APPROXIMATE FLR. FLOOR O.C. ON CENTER THK. THICKNESS WINDOW SYMBOL BCS BABY CHANGING STN. F.O.F. FACE OF FINISH O.D. OUTSIDE DIA. THR. THRESHOLD W A-101 BASEMENT & FIRST FLOOR PLAN BD. BOARD F.O.S. FACE OF STUD OPP. OPPOSITE T.O. TOP OF A-102 ROOF PLAN / DOOR & WINDOW SCHEDULES Ep AR BLDG. BUILDING FT FOOT 0/ OVER T.O.C. TOP OF CONCRETE EFZ C BLK. BLOCK FX FIRE EXTINGUISHER PERF. PERFORATED T.O.G. TOP OF GRADE EXISTING PLANS LEGEND A-103 ELEVATIONS & SECTION �5��,�N A8, BOTT. BOTTOM FXC F.X. CABINET PLAM PLASTIC LAMINATE TTD T.TISSUE DISPENSER A-104 ELECTRICAL PLANS tc, CAB. CABINET GAU. GAUGE PT. POINT TV. TELEVISION A-10 REFLECTED CEILING PLANS `� `� '"z CB CATCH BASIN GALV. GALVANIZED PTD PAPER TOWEL DISPEN. TYP. TYPICAL EXISTING WALL TO REMAIN 5 �- CEM. CEMENT GD GARBAGE DISPOSAL PTN. PARTITION T&G TONGUE&GROOVE EXISTING WALLWITH NEW FRAMINGcP+ CI CAST IRON GR. GRADE PLYWD. PLYWOOD UNO UNLESS NOTED A-301 WIND BRACING SECTION / NAILING SCHEDULE CJ CONTROLJOINT GYP. GYPSUM PVC POLYVINYLCHLORIDE OTHERWISE EXISTING WALL TO BE DEMOLISHED A-302 MAIN HOUSE FOUNDATION & FRAMING COG. CEILING HDY HAND DRYER RA RETURN AIR VT VINYL TILE RELOCATED VB VAPOR BARRIER FOFN ,aa COL. COLUMN HT. HEIGHT RA o EXISTING ROOF TO REMAIN A-303 BREEZEWAY FOUNDtii ION & FRAMING CONC. CONCRETE HB HOSE BIBB RD ROOF DRAIN VERT. VERTICALA-304 DETAILS CONT. CONTINUOUS HWD HARDWOOD REF. REFRIGERATION VL VERIFY LOCATION o EXISTING ROOF TO BE DEMOLISHED A-305 DETAILS CT CERAMICTILE HORIZ. HORIZONTAL RESL. RESILIENT W WEST A- 06 DETAILS CTR. CENTER HR HOUR RM. ROOM W/ WITH 3 CMU CONC. MASONRY UNIT I.D. INSIDE DIA. R.O. ROUGH OPENING WC WATER CLOSET PROPOSED PLANS LEGEND A-307 PLUMBING RISER DIAGRAM DF DOUGLAS FIR INSUL. INSULATION S SOUTH WD WOODS DET. DETAIL INT. INTERIOR SA SUPPLYAIR WGL WIRE GLASS EXISTING WALL TO REMAIN D.G. DECOMPOSED GRANITE JT. JOINT SCD SEAT COVER DISPENSER WWM WELDEDWIREMESH ISLAND RESIDENCE DIA. DIAMETER LAM. LAMINATE SD SOAP DISPENSER W/O WITHOUT EXISTING WALL WITH NEW FRAMING FISHERS ISLAND, NY DIM. DIMENSION LAV. LAVATORY SHT. SHEET WP. WATERPROOFING DN. DOWN LT. LIGHT SIM. SIMILAR WRC WASTE RECEPTACLE NEW WALL DS DOWN SPOUT SQ. SQUARE YD. YARD EXISTING FOUNDATION TITLE SHEET DWG. DRAWING r V Al SCALE: DRAWING NO: N/A 10/12/2015 T- lul DRAWN BY: �� L.ORTIZ i' yAR JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 0 HILLSIDE WAY LOS ANGELES, CA 9oo69 WIND SUBJECT TO DAMAGE FROM 170 PROPERTY DESCRIPTION STRUCTURAL NOTES GROUND i SEISMIC TEL: (323) 822-9303 FAX: (323) 822-9358 J.CLAFLIN MAC.COM 16781 EAST MAIN ROAD, FISHERS ISLAND, NY 06390 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, WALLS AND SNOW SPEED a Frostline � WINTER ICE SHIELD @' DESIGN Weathering a TERMITE c DECAY d DESIGN UNDERLAYMENT FLOOD e TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. LOAD (M.P.H.) 9 de th b DISTRICT 1000, SECTION 004, BLOCK 7, LOT 6 CATEGORY g P TEMP f REQUIRED HAZARDS h kyr. ` .:.. .. SUSAN E. YOUNG, R.A. USE: AND OCCUPANCY: "R" ONE-FAMILY DWELLING 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTLINE - CONTRACTOR TO VERIFY DEPTH. 45 120 M.P.H. B SEVERE 36" M-H S-M 11 YES B 1197 WHISTLER AVE., BOX 662 TYPE OF CONSTRUCTION: CONVENTIONAL WOOD FRAME CONSTRUCTION For SI: 1 pound per square foot - 0.0479 kN/m.02, FISHERS ISLAND, NY 06390 TOTAL AREA OF PROPERTY: 3.42± ACRES /148,975.2 ± S.F. 3. THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY EQUAL TO 3000 1 mile per hour - 1 .609 km/h. TEL: (212)724-7204 CELL: (917) 923-2027 OWNERS: JOHN A CLAFLIN & RICHARD M. CLAFLIN, II PSF. SEYMOBILE�7a. GMAIL.COM ,`?•-�.- .�i�:: .ae`�.•�;:r`..��'n`. } rv�&.�i 'S,f«;' s7i`A'Y3nl:'�n'.:-.5 e.iy�:r. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural � AUU22 SCOPE O' WORK 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM COMPRESSIVE STRENGTH EQUAL TO 3000 PSI AT requirements of this code. The weathering column shall be filled in with the weathering index (i.e., "negligible," 1. RENOVATION EXISTING KITCHEN, MAIDS ROOM, BATHROOM AND GARAGE TO ALLOW FOR AN AGE 28 DAYS. moderate or"severe") for concrete as determined from the Weathering Probability Map [Figure RR301 .2(3)]. The r EXPANDED KITCHEN, FAMILY ROOM, & LAUNDRY WITHIN THE SAME BUILDING FOOTPRINT. grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216 or C 652. 2. RENOVATE AND EXPAND EXISTING 240 SQUARE FOOT EXTERIOR BREEZEWAY/WALKWAY BY ADDING 265 S.F 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. OF ROOFED EXTERIOR SPACE FOR A TOTAL BREEZEWAY AREA OF 505 S.F. NO AFFECT ON SETBACKS. b. The frost line depth may require deeper footings than indicated in Figure RR403.1 (1). The jurisdiction shall fill in 3. RENOVATE/REPAIR EXISTING TWO BEDROOM "STUDIO ". ONE BEDROOM WILL BECOME A LIVING ROOM. 6. DUE TO THE TOWN OF SOUTHOLD'S LOCATION IN A WIND-BORN DEBRIS REGION, ALL GLAZED OPENING SHALL COMPLY the frost line depth column with the minimum depth of fooling below finish grade. ; WITH GLASS THAT MEETS THE LARGE MISSILE TEST CERTIFICATION OR BE PROTECTED WITH PLYWOOD OR STRUCTURAL „ „ y „ „ g „ ZONING NOTES R-120 c. The jurisdiction shall fill in this part of the table with very heavy, moderate to heavy slight to moderate, or 1. THE LOT LIES WITHIN THE LOW DENSITY RESIDENTIAL R-120 DISTRICT WHICH IS DESCRIBED UNDER SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED. none to slight in accordance with Figure RR301 .2(6) depending on whe her there has been a history of local ARTICLE III OF ZONING CHAPTER OF THE CODE OF THE TOWN OF SOUTHOLD. damage. 7. ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANT CEDAR, REDWOOD ECT. 2. THIS 3.42 ± ACRE 148,975.20 ± S.F. LOT IS CONFORMING UNDER ARTICLE III OF THE ZONING CODE OF d. The jurisdiction sha;l fill in this part of the table with "moderate to severe,""slight to moderate," or "none to slight" THE TOWN OF SOUTHOLD. 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED. SHALL BE SURFACED DRY EXCEPT STUDS (WHICH SHALL BE in accordance with Figure RR301 .2(7) depending on whether there has been a history of local damage. KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: e. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure 3. THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE WITH THE ZONING CODE OF THE TOWN OF SOUTHOLD. NO CHANGE TO USE OR OCCUPANCY IS PROPOSED. RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 RR301 .2(4)]. Wind exposure category shall be determined on asite-specific basis in accordance with §RR301 .2.1 .4. BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 f. Refer to Table RN1 101 .2, "Winter Design Dry-bulb Temperature" column. SETBACKS STUDS AND PLATES: DOUGLAS FIR-LARCH # 2 1 . UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN POSTS: DOUGLAS FIR-LARCH #1 g. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from §RR301 .2.2.1 . 80,000 AND 119,000 S.F. REQUIRED SETBACKS ARE AS FOLLOWS: MICROLLAM BEAMS TRUS-JOIST by Weyerhaeuser AS PER MANUFACTUKER'S SCHEDULES FRONT YARD: 60 FEET h. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood SIDE YARD: 20 FEET 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) BOTH SIDE YARDS: 45 FEET INTERIOR WALLS: (2) 2X6", (1) 4X6"OR (1) 6X6" (DEPENDING ON WALL THICKNESS). the dates) of the currently effective FIRM and FBFM, or other flood hazard map adopted by the community, as REAR YARD: 75 FEET EXTERIOR OR BEARING WALLS: (2) 2X6" OR (1) 6X6" OR (1) 4X8" OR (1) 6X8" (DEPENDING ON WALL THICKNESS) may be amended. 2.. SETBACKS OF THE EXISTING STRUCTURE ARE IN COMPLIANCE. DOUBLE JOISTS UNDER NON-BEARING WALLS ABOVE. i. See Figure RR301 .2(5) for ground snow loads. 10. WHENEVER POSSIBLE, RAFTERS & JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS WHERE 3. THE NEW ADDITION CONFORMS TO THE SAME SETBACKS. REQUIRED. WETLANDS SETBACKS STORK WATER COMPLIANCE 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16" O.C.STA.GGER ALL SPLICES A MINIMUM , 1.EXISTING PROPIERTY IS IN COMPLIANCE WITH CHAPTER 236. 1. THE AREA OF WORK REMAINS WITHIN THE CONFINES OF THE EXISTING FOUNDATION. THE ROOFING IS INFILL BETWEEN OF 32". EXISTING STRUCTURES. LOT COVERAGE COMPLIANCE 12. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE 2. BOTH THE SURVEY AND THE SITE PLAN SHOW THE DELINIATION OF THE WETLANDS SETBACK MARKED BY CHARLES 1. LOT COVERAGE IS IN COMPLIANCE. (SEE CALCULATIONS BELOW) STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING MINIMUM. THICKNESS: HAMILTON. 2. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN FLOORS: 3/4" 80,000 AND 119,000 S.F., LOT COVERAGE MAY NOT EXCEED 20%. ROOFS 5/8" WALLS 1/2 OR 5/8" 3. CALCULATIONS: ALLOWABLE LOT COVERAGE: (SQUARE FEET IN 1 ACRE X NUMBER OF ACRES X ALLOWABLE LCT 13. ALL FASTENERS, CONNECTORS AND NAILING SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 THROUGH COVERAGE = ALLOWABLE LOT COVERAGE) 1.2.2.7 OF THE WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS. 43,560 S.F. X 3.42: = 148,975 SQ FT X .2 = 29,795 S.F. SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. EXISTING LOT COVERAGE: 6450 S.F. OR 4.3 % USE SIMPSON LSTA STRAPS A f ROOF PEAK AT EACH RAFTER. USE SIMPSON LSTA 21 AT EA. SIDE HEADERS FROM THE TOP (6450 S.F. /148,975 S.F. X 100 = 4.3%) PLATE THROUGH THE HEADER TO THE FIRST STUD AT THE WINDOW/DOOR OPENING. SILL PLATE TO FOUNDATION: HALF INCH OWNER PROPOSAL: 265 S.F. ADDITION ANCHOR BOLTS 12" MIN. EMBEDMENT: 4' O.C. AND WITHIN 2' OF CORNERS. AT MULTIPLE STUD LOCATIONS AND ONE AT PROPOSED LOT COVERAGE: 680_ S.F. OR 4.5 % EACH CORNER SIMPSON STHD8. IF A P.T. SILL IS USED SEPARATE TIE FROM CONTACT FROM P.T. SILL V,q'/ROOFING FELT OR AS (6604 S.F. /148,975 S.F. X 100 = 4.6%) REQUIRED. WATER AND SEWERAGE PROVISIONS: 14. ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL SBC NO NEW BATHROOMS ARE PROPOSED. THE SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS. FIGURES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. SEWAGE DISPOSAL SYSTEM. THE SYSTEM IS IN COMPLIANCE WITH THE STANDARDS AND REQUIREMENTS OF 15. STRUCTURAL DESIGN LOADS: THE SUFFOLK COUNTY DEPARTMENT OF HEALTH AND ARE ADEQUATE FOR THE PROPOSED USE. AS PER THE CODE OF NEW YORK STATE RR301.2.1., CONSTRUCTION IN THIS HIGH WIND REGION (ABOVE 110 MPH) SHALL BE GENERAL NOTES AS PER THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS, HIGH WIND EDITION. 1. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN AND POST ALL REQUIRED PERMITS AND SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED " WOOD FRAME CONSTRUCTION MANUAL FOR DISCREPANCIES TO THE ARCHITECT. ONE-AND TWO-FAMILY DWELLINGS." IF PRESCRIPTIVE DESIGN CRITERIA CANNOT BE USED STRUCTURAL MEMBERS SHALL BE SIZED TAKING THE FOLLOWING LOADS INTO CONSIDERATION: 2. ALL WORK SHALL CONFORM TO APPROVED PLANS, ALL APPLICABLE BUILDING CODES RULES AND WIND LOAD: REGULATIONS. FASTEST MILE WIND SPEED (MPH) ASSUMED AT 120. EXPOSURE CATEGORY C. 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, AND ANY OTHER SEISMIC LOAD: APPLICABLE CODES. IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY LILS IN SEISMIC DESIGN CATEGORY APPLICABLE CODES THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BEFORE STARTING WORK. B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. SEISMIC USE GROUP: 1 4. THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE PERFORMANCE OF THE WORK. SHOULD THE CONTRACTOR BECOME AWARE OF ANY SITUATIONS THAT GRAVITY LOADS: j REQUIRE FURTHER INVESTIGATION OR STUDY (SUCH AS CRACKS IN MASONRY, STRUCTURAL DEFECTS IN ROOF LOADS (PSF): THE BUILDING OF) FOUNDATION, ADDITIONAL DEFLECTIONS, ETC.) HE OR SHE SHALL NOTIFY THE RAFTERS 4 PSF ,��FED AR ARCHITECT. SHEATHING 3 PSF G5 \,\ZABFT ROOFING 3 PSF 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE SECTION RR 314. INSULATION q 1 SF P ;'+ r'1 `"A' o DEAD LOAD = 12 PSF W' 6. ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. AS PER NEW YORK STATE CODE SECTION RR301.5, WHERE LIVE LOAD > DEAD LOAD THE ROOF:SHALL BE DESIGNED FOR « x THE LIVE LOAD. OF 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. LIVE LOAD = 45 PSF (GROUND SNOW LOAD: 45 PSF AS PER FIGURE 1608.2 "GROUND SHOW FOR NEW YORK STATE, BUILDING CODE OF NEW YORK STATE) 8. CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES, HARDWARE OR FITTINGS. 1 ST FLOOR LOAD (PSF): �" '` a"`gid • ff Et fi ,wr 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE AND FOR JOISTS 4 ISLAND RESIDENCE KEEPING OUT UNAUTHORIZED PERSONS. PLYWOOD 3 FISHERS ISLAND NY FINISH FL. 4 PARTITIONS 6 1 DRAWING AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH 77GENERAL 0. S DEAD LOAD = 17 �.-REMAIN THE PROPERTY OF THE ARCHITECTURAL DESIGNER AND THE ARCHITECT. THEY MAY NOT BE LIVE LOAD = 40 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE NOTES COPIED, EXCERPTED OR REUSED BY OTHERS OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECTURAL DESIGNER AND THE SCALE: DRAvviNG NCS: ARCHITECT. N/A DATE: Tot 10/12/2015 DRAWN BY: S. YOUNG 0 WTG J AII JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CAgoo6g TEL: (323) 822-9303 FAX: (3 3) 822-9358 J.CLAFLIN@MAC.COM Z4j SUSAN E. YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 I ` FISHERS ISLAND, NY 06390 TEL: (212)724-7204 CELL: (917) 923-2027 SEYMOBILE@GMAIL.COM F, 811 00 HEMLOC r1v I o /�r loll 31.0 Z2_ J HEMLOC TANK 10\1l 1 1511 SPRUCE loll S P R U C E 71114 6X\\\ 41 HEMLOC 26.6 \ �� GRAVEL 511 loll DRIVEWAY _�SPRUCE -Z HEMLOC 1211 26 TRE —fr\ STONE 0 \ \\/\ WALL 0 __'_\1511 BURIED SPRUCE PROPANE TANK EXISTING STUDIO rr Z jl� 30 1211 MAPLE 6 UNDERGROUND HEMLOC CLUMP UTILITY 37.3 1211 SPRU 36.8 POO ELECTRIC 37.5 % EQUIPME TRANSFORMER STONE ,, 3 o WALL 2 0 0 'j 1211 WELL k 37.8 AINLINK FENCE RENOVATION 0 & ADDITION POOL FF=HOUSE EXISTING MA 33.23 GUEST HOUSE WAL uj 38 00 TR E Ln EXISTING nl @) 32.86 000 GARDEN x r4 35.3 z 0 .............. A -----—------- EXISTING 8P SINGLE BIR H W OD 1�30 ST PS ILY POOL RESIDENCE '- I - I - Q 411 0 Or TR E ATE UNIPER 0 33.2 00 . 0 CHAINLINK FENCE C7\ JUNIPE 0 x 1211 MAPLE 3 V�D AR 0 0 6A -Z6 _" "' i OF 4 -103�-F N 140 NN MONUME NT(FIND) ;? $6039 '20 ISLAND RESIDENCE FISHERS ISLAND, NY 2' PAT ATEdd ht" POT LIGHT,/ SITE PLAN 021.1/10 ff SCALE: 11 D RAW- 7"- LIMITS OF FRESHWATER WETLANDS I 1/1611 AS INDICATED BY C. HAMILTON, N.Y.S.D.E.C. DATE: -off DECEMBER 13, 20o6 I 10112/2015 T-1 03 DRAWN BY: L.ORTIZ JOHN CLAFLIN 13-4 WJLA \ CLAFLIN ARCHITECTURAL DESIGN POLE SUBDIVISION \ 1e-5 1981 1700 FIII_LSIDE WAY LOS ANGELES, CA goo6g #8631 16-78 16-7A TEL: (323) 822-9303 FAX: (323) 822-9358 16-6 c J.CLAFLIN \ 16_6 MAC.COM LOT 4 LOTS . ll , r -, _. gg GEULA GEULA FISHERS ISLAND , WATER WORKS SUBDIVISION SUBDIVISION ��Ym�:.iE36!•,..' • .c��' ���i�,�.-.. 4a. ,�;j�Rs}is�x -ki� SUSAN E. YOUNG, R.A. 18-10 16_9 1197 WHISTLER AVE., BOX 662 N F c_ FISHERS ISLAND, NY 06390 MARK E. & PORTION TEL: (212)724.-720 CELL: (917) 923-2027 LOUISE D. GAUMOND 16-1z "-Z14-3 \ 1e_„ `� 4-s-6 SEYMOBILE@GMAIL.COM PORTIONN m 5-7, 15-12 n 16-13 �lii% 's�: ,r .'�1`,..`^� 'r��°°--,' -�'�✓.,:`.i -:'%�;a�'.a�a�,ri �e ii:Y`,�2': L slti:' `i:a3r'+:i �'' kt_•a..1.„<�.,pr±,',r{;::r.' C / \\ ;js_7,N -12 PORTION '°15^7, tb-12 15-6 15-4 477-6 15-3 15-1 \ ,yO L-7-3 VY 1 PORTION 15-11 ?'' \ jjPORTION 7-14 �y 4-7-4 4-7-5 THE NATURE CONSERVANCY 15-13 15-14 15-15 C POLE �\ �4F�` #607 Q \ �P / IRON � Q�'� PIN 151.AN:7) SCUN:� �rti POLE LOCATION MAP SCALE 1 "=400' '�.� N/F #6008 `E;1S7 H. LEE FERGUSON R �4Ss, M'q/lV RO MUSEUM, INC. c S6,gr qQ MAP REFERENCES (PORTION 1.STACEY CAYCE SED AQUI; BLOCK SURVEY MAP PROPERTY TO CONVEYED 15; FISHERS ISLAND, EWARTER Y RK; CHDANDLER BLOCK 15/ LOTS 7&12) 60' " - , POLE PALMER & KING; NORWICH, CT.; DATE: JANUARY 10, 2000; SCALE: 1"=100'; o. 0 ti #6009� MONUMENT ® SHEET 1 OF 1 (FOUND) 2•) SURVEY MAP PROPERTY TO BE CONVEYED TO H. LEE FERGUSON MUSEUM, X% kyaj9 / _\ INC.; BLOCK 15; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; NORWICH, CT.; DATE: 09/19/2003; SCALE: 1"=80'; SHEET 1 OF 1 S: 265.53 UNDERGROUND UTILITY-' E: 1058.98 3.) PLAN OF PROPERTY OF COLBY M. CHESTER; FISHERS ISLAND - NEW YORK; c SCALE: 1"=100 FT.; CHANDLER, PALMER & KING; NORWICH, CONN.; NOV. 1972 R r / 4.) SURVEY MAP PREPARED FOR GEORGE CARTER SEDANAOUI & STACEY CAYCE SEDANAOUI EAST END ROAD FISHERS ISLAND, NEW YORK DATE: 10/04/2004 SCALE: 1"=30' PROJECT NO.: 2004835 SHEET NO.: 1 OF 1 ELECTRIC TRANSFORMER 4 / HEMLOCK EXISTING GARD=N / \ G \ 12" NOTES HEMLOCK\ 10LOCnu!lurr� SPRUCE / D�►VEWAI 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEM VF[) HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ `<<�°>gr \ � '"` WOOD FE E GRAVEL DRNEWir,Y X35.4\ pA ` X BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE /JwELL® \� /�-�__-�'p DRIVEWAY X31.2 2.0 ENGAGEMENT. MONUMENT \ G �''r=\ _ _ _ '� 1 1 / 2.) IT IS A VIOLATION OF THE S?,'TE EDUCATION LAW FOR ANY PERSON, ✓� /l _ \ �� 2 ® � ----- -\III � � I 1. UNLESS ACTING UNDER THE DIRE(; 'ION OF A LICENSED LAND SURVEYOR, TO ._ // ` - MAPLE ® �_ / ALTER AN ITEM IN ANY WAY. MAPLE C � r » ;�- �� �\ HEMLOC ' I 3. O � / � rll� �� ///111t1\\ 15 r ) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S CHAINLINH� FENCE ��aul b/� ��//111111��� \\� 1 / -56 / �_ " 15 SPRUE 1� I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF `` F= < SPRUCE I 1 3 .92 z Erb`° THE LAND SURVEYOR. UEST X37.51 STONE 1 15" I " HOUSE 1 / WALL SPR cE I \10" 4.) COORDINATE DISTANCES ARE A:-A-JURED FROM U.S. COAST AND GEODETIC �1 1 X26.5 1 HEMLOCK / SURVEY TRIANGULATION STATION `'CHOCOMOUNT 2" \\ ( _- V-v FF= 39. cP l� 1 `' 1 �i� \ �\\ 20"E o 39 8 / �X - / \ X37.5 36.8 "''`: : SP"UCE I ® 1 / - t3 ORG / A�i��ii N STONE Q / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, X ?. �� / s /�$\\ �\ \ RETAINING � ���.�- 1.J'���J' SECTION 004, BLOCK 7, LOT 6. c WALL \BIRCH 30- 6.) TOTAL AREA = 3.42f ACRES. BEc, g3g.4 ---26 \/ / 7.) SITE IS LOCATED IN R-120 ZONE. X37. X37.5 12 U.- !l. I MAPI UNIPER �' 1 \ \ T �1I I I ' 39.44 \ / 1 Lvf✓� \� ��_. c 'l�� co BULK / / `N 1185 ``� 36.81 3T6 HEAD X37.8 1` au P TANK 1o, 1 \ \ I EXISTING �� X3i9� z EDG IC I�1 plc\ RESIDENCE IR FF= 88 36.se aAN1 i _--X 1 37.5 PATIO 34. \ 38.26 =3 .4 \ \ �OwER � TREE / / l 1 N F IlkSII \ \ \ \ \ \ 36.5 / GARAG !'058 I / yti'�° LEONARD ORR 38.2 4" \ / (PORTION BLOCK 15/LOT 6) Y \ \L DINGI 35. 1a BURIE \ \ F = / ® v� / I I PROP"E E / % 35.3 \ TANK tPOT LIGHTS \ \ \ �; _ , _\ ( / N/F \\\ \\ \I X ON P C? 33.2 l H. LEE FERGUSON l \ 3./7 GATE \ \\ \ 32=$x MUSEUM, INC. \\ \ 0A = . .. POOL (PORTION \\ � � � /�� EQUIPMENT BLOCK 15/ LOT 6) 262 '• POOL / x Ak / ,!i � EDGE OF AWNS 5i / �REIF/ 0 BIRCH r �y 4" SAPS CHAIN LINK FENCE LEGEN LIMITS OF FRESHWATER WETLANDS V �.-�C••% ��? L^tt>.. .s+3k'��?d..ti'`^/i.BS`.P ilk! ti.{'.3 AS INDICATED BY C. HAMILTON, N.i1P`.S.D.E.C. 10 ,dJ / .J/F NOW OR FORMERLY `�"�a�:zF;�?x=f�b�.,s :?'..:..."..�;;�<ram.•'�" -== �:L' `�� fes' ,'��A�� DECEMBER 13, 2006 5'S 1 SF SQUARE FEET ISLAND \ 5 FISHERS ISLAND, NY 20 EXISTING CONTOURS • , _. ._ . ..I,J 3'6. yyy �..ill^'``•tl'Yf»£«,��y;;1!?�'ht�,\if. ."�'fiii..R`T,P'W k` .4i .'Y`ik.:?:?,N�-,�%:+t� �+:1'v7bw�aJ.:a��fhfri,As`6�"L aYi'br_ntii.L..d4:.�-WEi�,li�'. dx "dslY' STONE WALL / ^ " RETAINING WALL SURVEY N/F \ WOOD BRIDGE �\ / 0 FENCE SCALE: DRAWING NO: LEE FERGUSON TREELINE 30 15 0 30 1" = 301-0" MUSEUM, INC. GRAPHIC SCALE IN FEET D1011212015. O (BLOCK 15/ LOT 13) \ DRAWN BY: L.ORTIZ JOHN CLAFLIN CL/-kFLIN ARCHITECTURAL DESIGN ENTRY 1700 HILLSIDE WAY LOS ANGELES, CA goo6g TEL: (323) 822-9303 FAX: (323) 822-9358 HALL CLOSE UP J•CLAFLIN@iV1AC•COM if WINDOW DN + 391-5 Rai SUSAN E. YOUNG, R.A. s I 1197 WHISTLER AVE., BOX 662 NEW WINDOW CLOSE UP WINDOW NEW WINDOW CLOSE UP WINDOW CLOSE UP WALL CLOSE UP WALL CLOSE UP FISHERS ISLAND, NY 06390 FRAMING AS NECESSARY FRAMING AS NECESSARY AS NECESSARY AS NECESSARY WINDOW TEL: (212)724-7204 CELL: (917) 923-2027 SEYMOBILE r@GMAIL.COM ;r {{,,•y�t 8g yt,•'iw'�.•�'^Pahgq, hA 1/) � �:"..._"4�i3:E:_,S,ktdh°'�'+A't.• �'�':$e.f: E:d'iab \ \\— - - — — — — — — — — — — — — II Li GUEST ROOM NO. i \ DINING ROOM SERVICE DN \ DN PORCH \ + 381-1111 \ KITCHEN - \ \ + 39 -5 11I \ F- I I W/DTO BE GARAGE RELOCATED REMOVE - - - / rF- - - I i I 381-5' WINDOW I I CL. I I I I MAID'S FP BEDROOM I I ICLOSE UP WINDOW HALL BATH CL. o� \\ \ I I I BATH W/P TO BE RELOCATED I I + 301-711 BREAKFAST I \ \ I I I I I CL. NICFIE '� \ \ r� I I CLOSE UP WINDOW I C'_OSE UP DOOR I I + 38'-3" I \ \ I� \ \ U� I I I I I AS NECESSARY I I AS NECESSARY ( I I I CL. 77 CL. \ \ I I \ \ I� � � ' I I CLOSE UP WINDOW CL. NEW WINDOW FRAMING - I I I ❑ AS NECESSARY CN Nllz G CL. REMOVE I I— — — — — — — — — — — — — ---_- - — — — — — — — I I DN GUEST ROOM NO. 1 LANDING&STEPS if, REMOVE I - BATHROOM 96 LANDING&STEPS DN DN 1351-511 -E REMOVE POSTS REMOVE&SAVE &ROOF ABOVE BLUESTONE PAVERS TCLOSE UP WINDOW DN WALL LEGEND EXISTING WALL TO REMAIN O EXISTING WALL WITH NEW FRAMING D FIRST FLOOR PLAN R� EXISTING WALL TO BE DEMOLISHED C_ ——C �� D ARO, �.L N EXISTING ,rte \LAS`T� (o• � ROOF V• -. " EXISTING ROOF O NOTE: rNI EXISTING 5-12 1 • ALL EXISTING BATHROOM FIXTURES TO BE REMOVED CHIMNEY ROOF 110 KITCHEN APPLIANCES, SINK&W/D TO BE REMOVED, BUT SAVED • ALL EXISTING WINDOWS TO BE REMOVED & RELOCATED �� • ALL EXISTING DOORS TO BE REMOVEDEST SII SAVE BLU ONE PAVERS WHERE POSSIBLE ? . 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YOUNG, R.A. �X6 T&G 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY 06390 ;µ TEL: (212)724-7204 CELL: (917) 923-2027 _--- - - -- @a C,MAIL.COM SEY1L�lOBILE • .. - - .Y.-:' o-3':{ ..Y.^�';,VIS ks:Y.�s K..® alt ice' 3 d n°c t�''�i.aS..1� J•�t�,a`"';�'1a*.'.: ..,cF.6' ev✓1{:� .mss ?.` .r�-". ,.r i ,, •4� ,. '. ri:���s�A' .r`�:°�:rd-.�a, �rf..�.r,..�;»�vi-a�t4fia'xi.rrv' ��+� ,;•3�,a O O O O O O O O O O O O O O i; LAYLIGHT r — E)— 1/2"BIRCH PLYWOOD SHEATHING Ili V l000 KYL w-. .....- O - O k IGH nil Ir— FIRST FLOOR PLAN 1 y: f . D lX6 T&G (TYP.) KYLIGHI -( .0�(�Y,.O AR/1 ? ;� �'}',"�rx ~Eta�..,w, _ �•e:54'�=<.cp:�,�: 'S'�'{*,3.,t"���7���,,.E..��G.,r�,:rY '•' l.v ,�i� �°3':i."t�a'r�'":J. 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FOR 2X HHDQ11 1197 WHISTLER AVE., BOX 662 RECOMMENDED SIMPSON DIES FISHERS ISLAND, NY 06390TEL: (212)724-7204 CELL: (917) 923-2027 SEYMOBILE@GMAIL.COM rr r+,Y {.i k. 'r2•d+lr Mh,,: G`'i'1' !�'�NRY,`L1.::.i �R^ F is Y3•'y I ; 6-12 PITCH • MATC & CONTINUE EXIST. TOP PLATE THROUGH ANY SECTIONS PBZ I . I I ' RETROFIT POST BASE OF NE FRAMING 47-3" �ILING FILING FOR 6X i I -LSTA 31 (BEN D (JNE TIIv1,E ONL Ij; j i , JOISTS I CC666SD2, SCREV, S RO IDED) �- P _-_ ._ FOREGI BUND zt qrq100, Ln H l (APPLY • —!°_ MATCH EXISTING SOFFIT i HEADER OF (3) 1 .75 X 5.25" 2..0 LVL TO i i I I ! MICROLAM SCREWED & GLUED EXTERIOR) j E jj H2A I f iSUPERIOR IF I SILJ'LATE HOLD DOWN 4 O.C. AND WITHIN 2 OF COR ERS AMID OPENINGS AT PERIMETER. TYP. STUDS/RAFT RS ALIGNED 5-12 PITCH EXISTING • ___ _ _EXISTINGGARAGE �; -. I - � _ �..� _...,-.. _ .. .. _ _ . EXISTING BREEZEWAY STRUCTURE; I I I - i ANCHOR BOLT HOLD DOWN INTO CONCRETE AT ' I i i 5i° COLUMNS AND BUILT UP STUDS. I Af„_ I NEW FAMILY ROOM E . _.... REL CATED� UND Y ROOM! i I I I I I ANCHOR BOLT HOLD DOWN INTO � � ' I !! I I I I I I i s CONCRETE OR BLOCK TRASH BIKE EWI AISED FLOOR TO MA1QH EXIT I ' ! ----EL. 39'-2” NEW BLUESTONE FIN. FL. p I S . , : EW B(JESTON RADI NT HEAL :FLOOR C I • : :: IN.FL. L. 39'-5" HVAC 39'-5" ADJAo ENT FIN. FL. (EL. 39'-5" I I L. 38'-11" TOP OF I i L. 39-4 NEW SLAB 2x10" + -- V. i - k. EXISTING X.,, : : • : . . - EW INSU�'ATEU SLABBLOCK .. L:: 8-5 NSULATEFLOOR.W '.CLOSED CELL ISOLENr •, : •: •''• iv ' ; Y• a. ` :. FOUNDATIOIV �:.:. :;,:.; :'1:' :• [STING INSULATION OR' E • ,,:�- . . / FOOTING : SLAB TO REMAV +• • •..■ N•_ •` :,.' •1 • .. •� 1 •` ., :� ••• Y �. „ i .. .�i •ice r •, '�` •7 _ IN —_ - �''—`-• ___ •tip._--�_—__•.-,— ,. .•,. \i' _ — •' _•!w s-•..-7.._—_�i_�'_____- ._�__-�___s.-_„Vis'__' :• -I i��'•--3-- v ti _ EXISTING STUDIO TO REMAIN_._ . ._ ._ BUILDING SECTION LOOKING WEST REPLACE FIXTURES FINISHE & DETERIORATED WINDOWS ADD SI K & LAUNDRY �s.i M55n^^.'rtt ;'ri5r.%M' fbi rf, .,...,.,,.,.,.,... ^,5^,q./'M'msAr•„yLvyL,;•p.,.;.,:Fe,,•.rR.,,,.yA.,,.,,Mrr.✓y, q?s'rg1f'/"':R'/'?YFs"'Nss9%'i's"/A."i9M55":5R'•."mt,•%i"'tv,%'Hv,'i'/,Y:,'s,'S¢!u. iri N?:•y,„y;•,':yi,Y' •!^///R:;rA%'r5 •i 70 L. 30'-777.,;77,, reai 777=,777 C afl n Nailing Schedula " The project above is part renovation and part new. For any new work, Top Plate to Top Plate 2-16d (1) 2-16d (1) per foot EXISTING 2X12" FLOOR JOISTS use the following nailing schedule is provided so that the work will be (Face-nailed) �"—TERMITE , •,i .•••.•.•,•. �•,': : •. •,' �.• ,•,• '• �• ; . : . :, : • •• • • •:••• •,�•.•�•: , :•;....•. - •. '; :, •• :: • • Top Plate at 4-16d 5-16d oists - ea. `• •w :• 3• in compliance with the International Residential Code . j •. • . ; ,., : ... . GUARD (TYP.) Intersections side ` �:. :.,:• :. •, ,.•. •... .'i o:: ., _ {Face-nailed) ::.•,::::�:•: a :. :.... ..; .. ;',':' : - '•' +�::.•:�..'. •. . .• . . .. �.•.�+'•. .. ., �..:.:{ :,. .... .... GRADE Prescriptive design based on Wood Frame Construction Manuel for One 12;' ,; v •: : •. ,.: ; Stud to Stud Face- 2-16d 2-16d 24" o. c. . ; ,,` .EXE$TING.fel,•pCl� tJf, I( N:1�Vj: .FOIf<IG: and Two-Family Dwellings" Table 3 . 1 . Loads from provisions and data , ,:. ,•,.• . ,, . : , ,, :•• , • presented in of the International Building Codes . Snow Load: 45 psf .. nailed) a,,. ... .. .., •. , •. : : ' ” :; ;. - . , , ..; :,• Header_ Header to Hd16d 16d 16" o.c. @ � r.• .: �. . �,'.•.•.�. .. •. .,.� . :::'•� �'•• .� `' • ; .�,". - .;. •. '• • .: •; r., .•:...• . � •, • Wind load: 120 mph (Three second gust) Exposure Category B (protected d edges •... . ''. :` . :: by tall trees and neighboring structures) . (Face-nailed) Top or Bottom Plate to For walls < For walls 8- per stud "•a Stud (End-nailed) 16' high 2-16d 16' high: - ' Joint Description Number of Common Number of Bax Nail Spacing Nails Nails 2 0 4 d ':,,, ,, .r :: ':,< , ,, , ,t .<:;y'; ":5�.y M"y ::.�, " �,., ;- �S, rM<, _< ,• ,•. r "„m;y� � r��'., Bottom Plate to Floor 2-16d 1 2 2-16d 1 2 per foot i Me:. .,',, ✓,<.. .ii•...,!s': i✓.:):?% .o.:.X •i ..M...,f•C.5,.,. .:...,.,/.. ..r../,. .. ,. ,...,. .. .. ... .i.. .....4. .. .,, r. ,.,,,.i. O 1st Ba d J n 01st J Figure u Rafter to Top Plate 3-8d 3-10d per rafter (Toe-nailed) (Table 3 . 4A) (Table 3 . 4A) g r,�2.2c Typical Wand Uplift Conn Endjoist or Blocking Y R netica�ffi (Face-nailed Ceiling Joist to Top 3-8d 3-10d per joist Plate Table 3 . 4A) (Table 3 . 4A) , I~Lt70R� 11F.ht�+iTN�... w — , CROSS SECTION� . / . „r „ . • ,).., (Toe-nailed) - Joist to Sill o T 4 8d 4 10d per joist ' , P J =' :. . .,... . . .:... . .:. .. .: :. . .. :...,.' G-:5 :,.. ,-,:.5,,, /•rr. n .. r r., , , ,,{., .},4r;.YY</r:V�. , i:.%',i:Y r, ..¢9x;J / Ceiling Joist to 3/12 slope: 15- 3/12 slope : each lap ., ;,. �� .,���� • Plate or Girder Gypsum Wallboard 5d coolers 5d coolers 7” field ao�rsx ., ��!- - •. ' - Parallel Rafter 16d 15-40d {Toe-nailed) g 1 �. >, Face-nailed 4/12 slope: 11- 4/12 slope : -? v 'S MPSON ( ) / / Bridging .�"'s:r.„-: ".y,:, ,.,py,,,w "':r,xr,n;;,,y,.,,, y,r,.,;,.tz.,,, ,^'rn,,r'»;z�emy:•:sa•^TS,. <r;., ,,,,,r,,,,,3,y,y.,.,.szr'•�rr", --._.,._.., Brid in to Joist �/ ,", "":;:'.:. . :>,' ,.:' .•� ,.,, - : ,',..5,,..,.., , .�,;-�.�„ �` 2 8d 2 10d each end. WALL :SHEAF „ `TS u: '. .;.,j:...±ir�.:(�.:'/)','/,;f�:G y:�: i9%:5�::<:'it%/¢:���y,Y:i::4%5,111'. 16d 11 40d — -• {Toe-nailed) } ... _.. .:.>.r; , , . �� - `�..� � ,;,� �•,,_, Structural Panels 8d 10d 6 spacing - _ 7-12/12 slope: 7-12/12 slope : Blocking to Joist 2-8d 2-10d each end �" Toe-nailed edges �, -� � RAFTER .`I 4-16d 4-40d ( ) (Table 3 . 9A) (Table 3 . 9A) Blocking to Sill or Top 3-16d 4-16d each block 12 spacing Joist s Over 4-16d each la interior Ceiling - g Laps P Plate Gypsum Wallboard 5d coolers 5d coolers 7" edge/10” s � . Partitions (Table 3 . 9A) (Table 3 . 9A) (Toe-nailed) o D,�---'� . .:,.�::,.,, .. :..,.......,y. .,...., .. 9 F k k rr (Face-nailed) � , �.„s,n, rl�:,�,�,,,r,,;,H.-,.>:r;,,,,, ,,:<y!:.r.,:.,,,,>".,..,,,r,.v,r-..�,",v,,,,,-�,,,:� f,ra Ledger Strip - - :-.,: :: .. '-5',.:�'y�..,, ., .:,,: ... .,:,'<< s�, r: :'�:�,:'v 1d�r ;��� g P to Beam 3 16d 4 16d each oast ,':'::'::... :.,,..;, .,::.>;;,.. ..,, :'1'�<. �I-- ,LO 1 y :— 1 ",: „ :r rF. ,,. Collar Tie Ito Rafter 3/12 slope . 3 3/12 slope . 3 per tie (Face-nailed) . ............-. ,: ,.,,....:. ,,,,..,,.'...:,,. ..,..,,,.,,,::..:,-::r,>:.: ..:°-..%.:;;,:,:p:...,.,: .,.:,. .;� S MPSON Structural Panels 1” or 8d 10d 6" edge/12" •� _ -�'''` ) Face-nailed;) assuming ea . end ea. end Joist on Ledger to Beam 3-8d 3-16d per joist Foo�x TA 36 ' g P 7 les.; �c�a5r ......._ �._..- _ _ 12" strap1 .5" wide 4/12 slo e : 2 4/12 slo e : 2 10d 16d field _ .C. AT — --- - P P (Toe-nailed) Structural Panels 6 edge/6 SIDE Structural ; ea. end ea. end Bard Joist to Joist 3-16d 4-14d per joist greater -'Chan 1" field " ``-- ff HEADERS& 7-12/12 slope : 2 7-12/12 (End-nailed) ;" @CORNERS ea . end slope: 2 ea . Band Joist to Sill or 2 16d 3-16d per foo ` (Table 3 . 6A) end To Plate f . P 1 . Nailing requirements are based on wall sheathing nailed 6 inches on- (Table 3 . 6A) (Toe-nailed) center at the panel edge . If wall sheathing is nailed 3" on-center at Blockingto Rafter 2-8d 2-10d each end SIMP ON LST, 18 I the panel edge to obtain higher sheer capacities, nailing (Toe-nailed' 1 4' 0. ,. @ EA. IDE_ requirements for structural members shall be doubled, or alternate HEA ERS& ,; 'i, a ? ' : :- : . �', " _' •:. a�:x : '., ,:,�,5 ... Rim Board to Rafter 2-16d 3-16d each end �, - - connectors, such as shear plates, shall be used to maintain the load / {Toe-nailed) atm Fc - a � ",' QED AR path. .�. „.,i'J,S,,,',TM,�,.:��,.7i,�.,,,,w rlS't':./T�;,rF",'sF .,6;"',,,...t+�.;�%'�,..,,.'?�' ,.. ..,.,,5_,^,;:`•.,5,x;;,,,'1:1!.':%/ ,/F,r ../2,. ./,,:.,,F,,:.....,, ../;;L'9,;,,.,, 7im.� .;,,;,,..://'rtyx':• f •. �„r �UI` SHE G � zr� '�°�T-� �. ��=:-���:�-�- �r ��� ISLAND RESIDENCE When wall "'' '�. : ... . .. ...... ...._...._....... ., .,.....: .......,.....,.. .....6” spacing �_ ........,.,,. _...,.�.,. 1 sheathing is continuous over connected members, the ��� � ,� Structural Panels 8d 10d 6 spacing e tabulated number of nails shall be permitted to be reduced to 1-16d } �z FISHERS ISLAND, NY ..., . As per Table As per Table edges, nailer foot. v ti rte: �•.,�f ¢'. s,s-: � :• P s, . -a.:m�'aut,'s�r�'°s�'r•,`ww,E"��: .�n.�.,:i�`a.,+ ;�-'.;.,�' ,'>�,�. 3 . 10 3 . 10 perimeter, 3 . Corrasion resistant 11 gage roofing nails and 16 gage staples are WIND BRACING SECTION lookout permitted, check IBC for additional requirements . j, b ' 0 I ter,, block, rake, T��.. 1r: .; NAILING SCHEDULE end wall. OF „y f SCALE: DRAWING,N0: 12" spacing ^ @. panel N/A DATE: interior A- 1011212015 O 1 DRAWN BY: S. YOUNG JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 170o HILLSIDE WAY LOS ANGELES, CA 9oo69 TEL: (323)822-9303 FAX: (323) 822-9358 J.CLAFLIN@MAC.COdM SUSAN E. YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY o6390 55/4 Z-2-''c? bGGtZ" TEL: (212)724-7204 CELL: (917) 923-2027 �� '�-'t '�'�" -D S( � SEYMOBILE ct�i GMAIL.COM + 9 0!/V r' z g1'��� r1.a�A�3�' I I p �1 � �><�id P'I"1:�Y�G��-'�LT�D la�Gt�D�T1 oN ;.��: •'" .�,�:�•;��,.: .., a,=.;`'b'r: ""rr i Y �'• t�yyr:,;h >�'�f Yi:F ��'r Ile 8A I 11 I 44. N EW 2'X2' +I + CONCRETEOR NEW 4X10 BM BLOCK PIER OO Xf L t �a 3 21 4 ' q z-- II M 1 ' IZ" sr ' 1 $I I fi N N - •bx.Io�MAr�� � 9� -� � � � ' _ i t le o N - NEW FLOOR FRAMING OVER EXISTING SLAB _ zo - 'w EXISTING TO REMAIN t FRAMING - PLATE FRAMING FLOOR FLAMING PIERS ��• i CALIFORNIA - I FRAM E' 1 I I I . T 2K� tzs I ' � I i 4X ID i 1 `P LAX IsT WM L-ro wI 4-3'���" ► t4= r 1 — I " °3"w _�iWJ.t.�'�s,t�'4""a`3•�3:�"�ir�: � .x.^.i. ,1:,,,�.�.'' -.-'- .a«, I ' I ISLAND RESIDENCE FRAMING CEILING FRAMING ROOF DAR FISHERS ISLAND, NY MAIN HOUSE t�•,• '`' - �' ` FOUNDATION & FRAMING '9 c` Al .y SCALE: DRAWfNG NO: c _ 1/4" OF tv` •..ti DATL-: a 10/12/2015 302 DRAWN BY: L.ORTIZ vir ms's "f` .z����' a•;;;��� l w� yr .r � ���s�ti.{, K." JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN 1700 HILLSIDE WAY LOS ANGELES, CA 9006} TEL: (323) 822-9303 FAX: (323) 822-9358 J.CLAFLIN@MAC.COrA BOB - SUSAN E. YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 YAP,- Ilk - i !.� FISHERS ISLAND, NY 06390 TEL: (212)7241-7204 CELL: (917) 923-2027 5. 1f2" �'Lior� SEYMOBII-E@GMAIL.COM EXISTING RAISED FOUNDATION TO REMAIN ` V22 •�X I51'' 'IGµ wtYtt \ � - - - SLAB z 8"THICK CONC. 1 I 'Oltt- :' W : I r'- — b' BLOCK . Iq�r 19� o I I t4Pe,loIA, v,P lr - - - r I N EW ' I �, SLAB. _'.8 THICK _ �o THICK i CONC.BLOCK: r ( I I CONC. BLOCK ZQ I. I STEPS M �I t rrN EW I I I — '. Ill � 8"THICK CONC.BLOCK — t'n 8"T BLOCKHICK CONC. — GL ��t Na css Aa \\ EXISTING SLAB dxl TO REMAIN _ �I � l i �P FOUNDATION 1 FRAMING - PLATE 2 (N)6X8 2Xio HIP&VALLEY HEADER — — — — — — — I (SI`Mg j GN ftk� I j4'se f?-15M(i gr vm"(�rz5) 0 4X4 KING X KING N POST 4 POST I I 2X10 RIDGE U o I N � 4X4 KING POST ol tin 4X4 KING 2X10 I I POST EXISTING RIDGE (E)CJ (E)U CONTINUOUS DOB�E I CALIFORNIA RIDGE i I I 2X8'RR olePLATE AT EL.47'-3" FRAM E @ O.C. 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YOUNG R.A. __ _ __ 1197 WHISTLER AVE., BOX 662 `1 _ �� ��. /,j FISHERS ISLAND, NY 06390 TEL: (212)7zq-7zo4 CELL: 7) 9 3- 7 (9� z 20z \,� GPJIAIL.COM /� • 7 !' ZX��OIs'>3-� b 1 - I _ _ _ • - ----2x�J o is LOT••�tz N Wr-F I� - ! � r r r 0 • `+ ;' I I ( _.__--P ISTT% JOHN CLAFLIN CLAFLIN ARCHITECTURAL DESIGN _t3g1-2t 1700 HILLSIDE WAY LOS ANGELES, CA 9006 1-�6�'�►" ~' - - 2„gt '2a.►,� i - =; = \'- 1-381'1� 'I TE g `ti' 1�1-'E L' (323) 822-9303 FAX: (323) 822-9358 : ► �- �• J.CLAFLIN@MAC.COM 't t.\ •~ r; ,. 4' d 6d's ,(A t -S ,• ” ��t'•..,+�` M°' SUSAN E. YOUNG, R.A. 1. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY o6390 \: ( I� �� , TEL: 212 2 20 CELL: 1 2 �ICV l �1-tQ7 3 Z%-' .l�iwk��� J= �,1 )7 4-7 4 t9 7) 9 3-_027 !- j% ^�j �� SEYMOBILE�a GMAIL.COAA - ' ;-1- � \ ---- - � , •x<.; .vt,�3 ,:��peYy. s. 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YOUNG, R.A. 1197 WHISTLER AVE., BOX 662 FISHERS ISLAND, NY o6390 TEL: (212)724-7204 CELL: (917) 923-2027 SEYMOBILE@GN4AIL.COM ROOF V E N T REPLACE/ RELOCATE FROM FORMER GARAGE TO NEW REPLACE/ LAUNDRY ROOM RELOCATE1 T REPLACE/ NEW TOTHE RELOCATE FROM LAUNDRY FR EPLACE/RELOCATE­ REPLACE/RELOCATE I REPLACE/ MAID'S RM. TO AND THE RELOCATE FROM IN RENOVATED IN RENOVATED LAUNDRY BATH SECOND TO ( I KITCHEN KITCHEN MAID'S RM. TO THE LAUNDRY BATH STUDI DOUBLE F REPLACE/ RELOCATE 0:1 SINK SINK SINK FROM MAID'S RM. BATH TO LAUNDRY DW BATH CLOTHES WASHING MACHINES FIRST FLOOR SHOWER-TUB TE KITCHEN KICHEN & LAUNDRY PLUMBING RISER DIAGRAM J-1 ROOF VENT _ � I I I REPLACE EXIST. REPLACE RELOCATED FROM I RELOCATED EXIST. --,)> c W/NEW G AR A lGi E - FROM GARAGE W/NE SlNf�_ CLOTHES LAV. REPLACE WASHER EXIST. W/NEW BASEMENT SHOWER-TUB REPLACE T E� CLOTHES �/w W STUDIO PLUNI-BING RISER DIAGRAM ISLAND RESIDENCE SD AR FISHERS ISLAND, NY PLUMBING RISER DIAGRAM SCALE: DRAWING NO: r NIA DNFE: 10112/2015 307 DRAWN\WA N BY: S S. YOUNG