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Home My WebLink About44250-Z gUFF01,1-ccs% Town of Southold 12/8/2020 P.O.Box 1179 a o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41660 Date: 12/8/2020 THIS CERTIFIES that the building ALTERATION Location of Property: 55 Oriole Dr, Southold SCTM#: 473889 Sec/Block/Lot: 55.-6-15.24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/26/2019 pursuant to which Building Permit No. 44250 dated 10/2/2019 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: addition and alterations, including finished basement with bathroom and storage space above garage to an existing single family dwelling as applied for. The certificate is issued to Israel,Marcel&Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44250 7/7/2020 PLUMBERS CERTIFICATION DATED 7/18/2020 Whitecav ` tho e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44250 Date: 10/2/2019 Permission is hereby granted to: Kujawski III, John 55 Oriole Dr Southold, NY 11971 To: make alterations to an existing single family dwelling as applied for. At premises located at: 55 Oriole Dr, Southold SCTM # 473889 Sec/Block/Lot# 55.-6-15.24 Pursuant to application dated 9/26/2019 and approved by the Building Inspector. To expire on 4/2/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $260.00 CO -AL TION DWELLING $50.00 ota : $310.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewrites or ink and submitted to the Building Department with the following: A_ For new building or new use: e lines, streets,and unusual natural or 1. Final survey of property with accurate location of all buildings, property topographic features- 2. Final Approval from Health Dept_ of water supply and sewerage-disposal(S-9 form). 3_ Approval of electrical installation from Board the solder Fire derwr osed in system contains less than 2/10 of 1% lead. 4. Swom statement from plumber certifying 5. Commercial building, industrial building, multiple residences nc for d similar Buildings and installations, a certificate of Code Compliance from architectroyal r comeer re,pleted siteplan requirements. 6. Submit Planning Board App riot to April 9, 1957) non-conforming uses, orbuildings and"pre-existing" land uses: B. For existing buildings (p showing all property lines streets buildingand unusual natural or topographic 1. Accurate survey of property g p p features. 2. A properly completed application and consent to inspect signed by the applicant_If a Certificate of Occupancy is tate the reasons therefor in writing to the applicant. denied, the Building Inspector shall s C. Fees 1. Certificate of Occupancy-New dwelling$50.0 ,Additions dto accessory building$50 00,Businesses$50-00- Swimmi $50 00. Swimming pool$50.00,Accessory building$50-00, $100.00 2. Certificate of Occupancy on Pre-existing Building- 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 JJ ao1 Date. h / --- —New Construction: Old or Pre-existing Building: ✓ check one) SS 6r"o�e -�) I;ve_ Location of Property Street Hamlet House No- ---Owner /Ap��_ —Owner or Owners of Property: Lot �5I a LA Block rn Suffolk County Tax Map N `]o 1000, Section Lot: Filed Map. ubdivi ion � Applicant: erm"t No. Date of Permit. Underwriters Approval: e lth Dept. Approval: tanning Board Approval: R quest for: Temporary Certificate Final Certificate: (check one) Fe Submitted: S —_� !� icant Signator ®�*pF SO�j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 C0UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Marcel Israel Address: 55 Oriole Dr city:Southold st: NY zip: 11971 Building Permit# 44250 Section- 55 Block: 6 Lot: 15.24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting Of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 86 Ceiling Fixtures 4 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 18 Smoke Detectors 3 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 74 CO2 Detectors Sub Panel 2 A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transformer UC Lights 14' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Fridge, Mini Fridge-3, DW, W/D, 100A Sub Panel, 50A Sub Panel Notes: Whole House Renovation Inspector Signature: Lr Date: July 7, 2020 S.Devlin-Cert Electrical Compliance Form.xls J tf SO Town Hall Annex � t Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �? , BUILDING DEPARTMENT TOWN OF SOgJTHOLD ill RTIFICATEON Date: ?/1ah.2'o Building Permit No.A� C5 Owner: (, cCe\ —T:SC0A (Please print) Plumber: -X'� t ,�ify� _c c C'tj (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this ✓� day of , 20� Notary Public, County B CHRIST'r ni!rTK ) Notary.Public,State of New York 'No.483050 suffolk Coup CoMmitsica Ares May 31,2 3 fq so # # TOWN OF SOUTHOLD BUILDING DEPT: • ao courm��`' 765-1802 INSPECTION. , - [ ] 'FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL .5 [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ Oe y DATE INSPECTOR r Cs� *�tv SOUIy�# Li E.7-0 ✓J o/Q,1 ® Jr �Q TOWN OF SOUTHOLD BUILDING DEPT. YY°� 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] '.FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ - ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . / � DATE Z ZP/ INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. �yCOUNi1�`� 765-1802 -- INSPECTION [ } FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O -REMARKS: h �om UPS. .l� �� y �lr4z& cw lk 6r� ` vne(!�, An by �� r 44i Citi V/ DATE �" ' 010 INSPECTOR „Zf sol/, * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 b INSPECTION [ ] FOUNDATION 1ST [ ] ROU PI-13G.”[ ]' FOUNDATION-2ND = [ ] I ULATIOWCAULKING . = [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNE=Y [' ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]"FIRE FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ox AAA47 S� Ow✓ K �p DATE INSPECTOR x s� a A. T�,4" a ry�79 1^+7s N t' } >, s ; w r r Cd i i l yam' �. •� �/ I�wiGaxae* I F 001 800 -: ,r 4 'C�MPRESSQR! �11A►�E. t �ER�� E�SEUfT R.L.r4. ti.��'3].? L.�.►1, b+a.� i 14. 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SS O t2,4 o LE 1 G Zy 20sop SPUT SYSTEM HEAT P NIP 113✓`'"^a t i �1 �.''.ERA•', FW�CO CLECT 1 � g ,.,..��-is-... ��. ,• k !tet �,!'' ? � '� I �. £5. � Yy �}•� - �� : �; �� .` � 10� � I�" _I�-`,/ � I� ♦ N R r reC� ��• �.. d' �'"\ ::v�..xa x ,._. t'' ... .. .a� ��"`z E_-NERGY TESTING E SRV ICES, LLC "The Best Energy is Saved Energy" 1648-A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629 November 9,2020 Marcel Isreal 55 Oriole Drive Southold, NY 11971 Re: 55 Oriole Drive Southold, NY 11971 As requested by the Town of Southold, Energy Testing Services was retained by Marcel Isreal to perform a Blower Door Test at the above said residence.,Town Permit#44250. Robert Delfino, HERS Rater License BER- 2967 erformed above said test and found that the above building has satisfied the NY State re BER- 3 ai changes p r hour with the results of the Blower Door at 2.77 air changes per hour hich more than asses th quirement. 1448 cfm x 60=86,880/31348 =2.77 ACH 50 If ere 's any furthe ' ormat on hat you n , please do not hesitate to contact us. T ou Ro ert B. Del fino Rater Builders' &Homeowners' Certified Source for: Home Energy Rating Service(HERS)-Manual 1&D—Infrared Imaging—Certified Home Performance Energy Audits All designed to improve home comfort,durability,health&safety and to reduce homeowners'energy costs. ------- FIELD INSPECTION REPORT -DATE COMMENTS �d FOUNDATION (IST) y -------------------------------------- FOUNDATION (2ND) AA � O lJ ROUGH FRAMING& � PLUMBING y D r INSULATION PER N.Y. y STATE ENERGY CODE LI46 ,M/I �n FINAL S uhf, si d��S 64ff a v. ADDITIOILAL COMMENTS f + c4b aeq5rn oz� - -�-�fl fwwl a ton b JIM" Got �✓ O z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 ets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —�rvey South oldtownny.gov PERMIT NO. 101- —Check aseptic Form 1d 14S.D.E.C. es C.O Application T-lood Permit Examined 20 c, &Separate T+u&&4dentification Form Stm m-Water Assessment Form ZContact: Approved 20 moi}-to, Disapproved a/c Phone: Q Expiration 120 2- s rr � A `` SEP 2 6 2019 PLICATION FOR BUILDING PERMIT Date �102. 0 , 20�� ?�tkf, 11'�r' �?�'8 a„ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.-Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to dmit authorized inspectors on prernises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 55 o C v dk_ \D V,% A_ S1CJ m q ti 7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder W ki C,V_ Name of owner of premises w-C'EA Amq4 s CSC?l (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 3SSA 3 Other Trade's License No. 1. Location of land on which pro osed work will be done: ooA House Number Street- Hamlet County Tax Map No. 1000 Section Block Lot � 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy no W e t J b. Intended use and occupancy ffSt 10(\ 3. Nature of work(check which applicable): New Building Addition Alteratto l OCOOV Repair Removal Demolition Other Work -1- W 10auw-s (Description) 4. Estimated Cost$ I ( [),C) C) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing strictures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear -� Depth Height Number of Stories 8. Dimensions of entire new construction:Tront Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX- 13. Will lot be re-graded? YES NO__�<_Will excess fill be removed from premises? YES NO 14.Names of'Owner of remises �arW M>rc-J Address Phone No. Sri Name of Architect 0be 'roi�j j Address Phone No G31-L77- 7.5.2 Name of ContractorZ�cQQ,&oLx)` �&cil\ ers w-c Address Phone No. -79.2-5 Sc>0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_2-, * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF 1- 6 /Z e C I S�a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the WW//- (Contractor, div(Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ' day of CM 20J_T_ TRACEY L. DWYER BLIC,STATE OF Notary Public NO.01 DW6306900Signature of plicant QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30,2-(jA—nn--- F.:� Town Hall Annex 5P.O.$75 M x 1179 ro er richer( Wtl SO Southold,NY 11971-0959 � �� "" NOV 27 203 - "vuliJtis � t� BURDING DEPARTMENT _v 14 C1,1.1 F TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �-�- y Date: `�• Jr "1 Company Name: (, Name: License No.: Address: fO ciX, J b I M 1 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 5 N *Cross Street: �,> Y T04 *Phone No.: Permit No.: � ` L ft�2 6U Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ED/ NO ough In Final *Do.you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 4 Ad B24Request for Inspection Form IA 5651 Z Of S��0� °µ �i ° 1rM4``1, *• � i...�"iCr•gt�e`�..`� I Town HOW*" i "• Tele�liohe-(r$1�-�&r 1 02 f �,r='' � ; 54375 Main Road �° i s� q2 P.O.Box 1179 G �. ,ro er.richert c?�vri.soutotd.n .us t' Soeithold,,NY 119X-0959 `' ; ® 1 s 3 'L, 47 BUILDING DEPARTMEtVT T` `� '` '�=' fi '�ID TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION REQ UESTE 'BY:' } IC�' = + Oafs:' �= _ Company Name: d a - Name: ' License No.:, 13 — 1 Address: TO_2�6Jb q, V. M Phone No. _ 4k4 61JILL , JOSSITE INFORMATION: (*Indicates required information) i *Name: *Address: Jr I o v 0 6! '' h „ - *Cross Street �'�, �YJ � � firs � a r r•- � `Phone No.: Permit No.. Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cleady) a (Please Circle All That Apply) *Is job ready for inspection: ED/-NO ough In �� Final *Do you need a Temp Certificate: YES NO Temp InforTnation if needed ' *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 1 *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION C fry G 0'e ry( ck- err s- JZh-'q --, q C��L", 824Request for lWection Form I ( 5'b �, PERMIT# Address: r SwitchesVXXXKP�'W, � q � � •, � l 1 Outlets 1 f GFI s Surface �•�II Sconces HH's UC Lts I Li Fans \ Fridge I' HW Exhaust Oven / Dryer Vv I � � �,�+ Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC I :�_� 3 AH Mini Special: Comments I� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E#STING STRUCTURES ARE FOR A SPECIFIC PURPOSEAND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE AVALID TRUE COPY(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFIC1TIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS(5)THE LOCATION OF WELLS CM,SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel. 631.121.2303 fax.631.121.0144 Nadmin®youngengineering.com ;i 01 Howard IN.Young,Land Surveyor i CMF. Thomas G.lNolpert,Professional Engineer Douglas E.Adams,Professional Engineer I w E Robert G.Tost,Architect Robert Stromskl,Architect SITEDATA POURS el goan S CMF AREA=21,145 SQ.FT. s F:, ,=n�ISION-"HIGHPOINT MEADOWS,SECTION TWO" On o ON MAR.19,1990 AS FILE NO.FILED IN THE OFFICE OF THE 8911. OF SUFFOLK COUNTY s( 9 pRI OLE pRIVE 0 rnl CONCRETE CURB N82034'20"E 107.17 10 L 59 O0, SOURS�6,- ® SURVEYOR'S CERTIFICATION RCF `IT *WE HEREBY CERTIFY TO MARCEL ISRAEL, AMY Z ISRAEL, LISA ISRAEL, BONNIE CAPITAL, Lot 21 SCO 1 p R, �/ LLC & FIDELITY NATIONAL TITLE J®1 INSURANCE COMPANY THAT S SCI 5 ' 11 03 c PREPARED IN ACCORDANCE WITH T9 C0 OF'P A?TC 290 . L% FOR LAND SURVEYS ADOPTED BY E`�YE,Mf 5R—K— Fi4 PI) ao.a' ASSOCIATION OF PROFESSION .� �EIND S� VE�bRSr� j 4 p 'O ORy ° ! O O ` a ,- -a sT NOU sE s 15 p. N L w ii U� se C N FRAM w ° CK`N0- S1451 V'E - O i , ., �F C 32y' w w BRi - 4 ,' ''I E 6 ACQCE pASO P-0 BSD?lje IAY �1 � °n�� d 5 s ci v °I �: N F A A E'' S�.o�,_- HOWARD W.YOUNG,tTY.5.L.S.NO.459 rn N N WF -ct0 G '' (P N FENCE SUA�pA 244 P SURVEY FOR N 0.2E -_20.2__ _ 0 ?OM- O ° 19AA � �• N 'x39 `a �- _ 01, W 'Y IpF o ARCEL ISRAEL & AMY ISRAEL o c,F �w oo� l m LOT 21"HIGHPOINT MEADOWS,SECTION TWO" 160- at Southold, Town of Southold o. FENCE Suffolk County, New York o a E �R p001.NEA - TITLE SURVEY IPF OU��CER O LEGEND PO �Ot 2 ;O� T��" County Tax Map District 1000 section 55 Block 6 Lot 15.24 �uRn�-goRR .s =AIR CONDITIONER ' SVbd,� �S F 5e&%00 FIELD SURVEY COMPLETED AUG.05,2019 AC BBC = BELGIAN BLOCK CURB / vow%t Neado MAP PREPARED AUG.07,2019 CE =CELLAR ENTRANCE Record of Revisions CIC =CAST IRON COVER uN�O REVISION DATE CMF =CONCRETE MONUMENT FOUND / g DI =DRAINAGE INLET s EOP =EDGE OF PAVEMENT IPF =IRON PIPE FOUND o RO =ROOF OVER 40 0 20 40 80 RCF =REBAR&CAP FOUND IL VYF =VINYL FENCE Scale: 1"= 40' CLF o 0 =CHAIN LINK FENCE JOB NO.2019-0109 {� DWG.2019_0109 is � 1 OF 1 i - ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 infoopribrownarchitect.com Transmittal Date: 12 Soi✓L 7-0-LO To: lbv+J %r SwlUok.A &AakiN6 ptKT. Re: T SAAG_ (Les�4&NCZ 5S Dix),-Ac 00.%,,6 SOMUOJ> N`! N97 I FRAMW& C*L-rjFjclkTj&w L&ITM Thank you, RIBAPC JUN 17 2020 MA�uEQ k2 S�w� Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info@ribrownarchitect.com 631-477-9752 12 June, 2020 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold, NY 11971 Re: Israel Residence 55 Oriole Drive Southold,NY Building Permit No. #44250 Dear Mr. Verity, This letter is to confirm that based on inspections of this project by myself and my staff under my supervision, and to the best of my knowledge, belief and professional judgement, insulation as installed complies with the plans and applicable building codes. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. Cc: Marcel Israel ED BRo k JUN 1 7 2020 341 Q� ATF 0 Ll gQ5-0 ROBERT I. BROWN ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info(@ribrownarchitect.com Transmittal Date: 11/4/2020 To: Southold Building Dept Re: Marcel Israel 55 Oriole Drive Southold, NY Enclosed please find plans for the inspection coming up. Due to our circumstances in the office here regarding Rob's medical leave, we are submitting a unstamped/unsigned copy for the inspection and will soon be following up with a stamped/signed copy of plan. Thank you for your cooperation with this matter. Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC D � '� 'L'L 4 'two NOV - 4 2020 j TOV'Pl C, ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT NY 11944 J 631-477-9752 FAX 631-477-0973 DE" 9 1 2020 infooribrownarchitect.com Transmittal Date: December 21, 2020 To: Southold Town Building Dept Re: Marcel Israel 55 Oriole Drive, Southold,NY As built drawings Enclosed please find final drawings for the above referenced. Have a great day. Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC karen@ribrownarchitect.com ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THI5 PROJECT I5 THE RENNOVATION OF AN EXISTING STKUCTUZE OF A TWO STORY,SINGLE FAMILY GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5 2015) RESIDENCE CLA551FIED AS AHD. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.R301.2(4)RCNY5 2015) 2.THE HEIGHT OF THE EXISTING BUILDING A5 DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DE51GN CATAGORY B (PER SECT.R301.2(2)RCNY5 2015) 2015 IS 24'-6'. THE PP.OP05ED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DE51GN TEMP I I°F (PER TABLE N 1 10 1.2) 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE WA (PER FEMA MAP)FROST \ / RK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND FROST UNE DEPTH 36' 4.ALL WOIt [)Kl v THE AF 4 PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RC2015) 0 p '0 s.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)) t` LIVE LOAD:A5 PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. PER TABLE 301.5 S 20 15 DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5 2015. ROOMS OTHER THAANN SLEEPING 40 F51 SLEEPING ROOMS 30 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. ATTICS WITH LIMITED STORAGE 20 P51 WIND EXPOSURE CATEGOBY'C',FOR 130 MPH 3 SECOND GUST. 1 ATTICS WITHOUT STORAGE I O PSI STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT 15T.FL. 40 LB. 12 L/360011 2ND.FL.(SLEEP AREA) 30 LB. 12 L/360 O 3 41 '510O 2 C ATTIC(NON STORAGE) 20 LB. 10 L13GO NAILING SCHEDULE 1 V ROOF 20 LB. 15 V360 (PER AF d PA AMERICAN WOOD COUNCIL WFCM FORI 7 I 0� -� 0 / ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING 0 TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ROOF FRAMING THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBMTY OF FITNE55 FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER ----- OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP --^ DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER (END-NAILED) 2-861 EACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO A BOARD TO RAFTER(END-NAILED) 2-1661 EACH END COMPLETE THE WORK. WALL FRAM I NG 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT /� TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 661 J015T EA.51DE AND SPECIFICATIONS. (v-P STUD TO STUD(FACE-NAILED) 2-1661 24'O.C. I \ 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I GJ I G'O.C.ALONG EDGE5 OCCUPANCY. TOP OR 130TTOM PLATE TO STUD(END-NAILED) 2-16d,3-164.4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR J015T,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT 1 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING = AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PEP,J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK ST OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T ' Cj 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-861 PER JOIST DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-1661 PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT T -5. ELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. STRUCURAL PANELS 8d (TABLE 3.8) '• FOUNDATIONS DIAGONAL BOARD SHEATHING 1 1.A55UMFD SOIL BEARING CAPACITY, 1,500 Ib4f5q.Ft. I'xG'OR I N& 2-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Ps+.-28 DAY TEST. I"x I OF OR WIDER 3-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7'EDGE/ 1 O'FIELD 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5EKVICE5 NECESSARY TO WALL SHEATHING 0 COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 8d (TABLE 3.9) REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G" 8d 3-EDGE/6"FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3-EDGE/6"FIELD 1 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/10'FIELD 1 11 A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE NO.2I L, HARDBOARD 861 (TABLE 3.9) OR BETTER. B.ALL ENGINEERED LUMBER SHALL BE A5 INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGOFAKTINAL A L 150AR0APD PANELS 861 (TABLE 3.9) ( r AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. DIAGONAL BOARD SHEATHING C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I'%6'OR I"x8" 2-8d PER SUPPORT I D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. 1 k 1 OF OR WIDER 3_811 PER SUPPORT LOT 21 o E.ALL HEADERS G'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING `✓1 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR A5 SHOWN ON DRAWING. 0 F.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS A5 PER N.Y.5.CODE STRUCURAL PANELS OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. I'OR LESS 861 6'EDGE/ 12'FIELD O 0 23 SEPTEMBER,2019 GREATER THAN I' 1 G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. I Od 6'EDGE/6'FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING DRAWING. I'X6'OR 1 k8' 2-861 PER SUPPORT �` ,1� 1 O, 1 16 SEPTEMBER,2019 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I N I O'OR WIDER 3-8d PER SUPPORT �/[` N CONNECTOR5 13Y'SIMP50N"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2'x6'STUDS G 1�O `� Z to SEPTEMBER,2o19 SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE I �10� O\N!5/C� ATTACHED NAILING 5CHEDULE. ` 1 Vv ✓ V I K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGE5 AND Gd NAILS @ 12' 1 O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. 1 i L.ALL INTERIOR AND EXTERIOR 1 FINISHES ED BE SELECTED BY OWNER. AND r✓ 0 1 O M.ALL ROOF RAFTERS SHAM BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE 1 � TYPE CONNECTORS BY'SIMP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE �� THESE PLANS ARE AN INSTRUMENT OF HURRICANE CUP5 AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. a�-�1D1N SERVICE AND ARE THE PROPERTY OF THE 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS A�1 ✓ ARCHITECT.INFRINGEMENTS WILL REQUIRED. 1 ` V BE PROSECUTED C.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. -7.CONNECTION5 SHALL BE BUILT IN ACCORDANCE WITH ANSI/AP A PA WCFM-1995.(5EE NAILING ( , .K EX 15T I N G BREEZEWAY SCHEDULE) 0 2ou9 ALL RIGHTS RESERVED 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EF`DM OR APPROVED RUBBERIZED I. MEMBRANE. - J TO B E ENC LOSE D 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. � � 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT / n Q STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE Vim" f C1 r'F 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, L ALL B CLOSED-CELL INDICATED FOAM INSULATION CORNER O / Robert I Brown (R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. �..�( ( (� 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 11OLDDOWN RIDGE �1/ O �A ` v O 13. NEW HARDWARE SHALL MATCH EXISTING. - I 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE - ` " .. ArchitectP.C. 'SHEETROCK 5W* U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD ,THICKNESS SHALL BE - - p N r 1/2' 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR ` P 15�1�G O N 631-477-9752 Zo Bax CORNERS SHALL HAVE METAL CORNER BEADS. Ave. Greenport NY EX15TI NG into@ribrow0riarchitect.com --U-- narchitect.com FINISHES a 1. NEW WOOD FLOORS SHALL BE 4"WHITE OAK,SAND AND POLYURETHANE,3COAT5. - - 1 O 31_477_9752 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. /J GARAGE 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN SET ADHESIVE. - - - ' --- 0 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN M=E OR APPROVED Lj O EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S 5PECI=ICATION5 AND RECOMMENDATIONS. COLOR TO BE SELECTED. IT ISA VIOLATION OF THE LAW EOR ANY PERSON, 5.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND LICE S ED ARCH UNDERTHE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX THIS DRAWING IN ANY WAY.ANY AUTHORIZED PAINTED,COLOR To BE SELECTED. CROSS SECTION END VIEW C. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) ALTERATION MUST BE NOTED,SEALED,AND COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. 1 DESCRIBED IN ACCORDANCE WITH THE LAW. HVAC 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NFCE55APYTO PROVIDE A HVAC 5Y5TEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR REASONABLY IMPLIED A5 NECESSARY TO COMPLETE RED ARC TO WORK. 2.PROVIDE WEIL-MCLAIN WM97+ 155CT WALL MOUNTED GAS 301LER, 155,000 / ' �! ° 13TU/11,95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. 3.PROVIDE(1)RHEEM RA 16 5 TON COMPRESSOR AND(1)RHEEM RA 16 3 TON COMPRESSOR OR APPROVED EQUALS FOR NEW ZONES. ______ __ 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECF-55APYT0 COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. 5.PROVIDE HOT WATER RADIANT HEAT TUBING AS NECE55APY FOR HEATING IN ALL ZONES. r w� PLUMBING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES y NECE55ARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 201 S.OR `3 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. �! 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH / / CLIENT/OWNER REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY \ __ �- -- -- SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE ^O � ISRAEL RESIDENCE THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. -/V 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I , � i I -- 1 �� PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. - FLOOR1 \ /' 0� 55 ORIOLE DRIVE 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, I I 0 CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND I 1 6O • SOUTHOLD NY n FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. �oisr _ - ---- `� � 971 ELECTRICAL + i.FURNISH ALL LABOR MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: I '/ CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, PROJECT TITLE SERVICES,FEEDERS,D15TPJ13UTION AND PROTECTION EQUIPMENT,CONNECTIONS TO - APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND ! 3 ^ INTE RI O R AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND / ELECTRICAL DISTRIBUTION SYSTEMS. RENOVATIONS 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL - .. - BASED ON 5 U RV EY BY // - - -- CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), Lj ` ! YOUNG � YOUNG LAND 5U RVEYI NG THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER - -- ` APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT J015T I 1 I REQUIREMENTS WILL APPLY. �asT 1 y -- ::! � DRAWING TITLE 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS T DATED: 12 OCTOBER 1992 LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. ` { 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE { '' ' \ SITE PLAN SUPERVISION OF A PROPERLY LICENSED MA5TER ELECTRICIAN. I ` 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES 51TE PLAN AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, \ i AND ANY OTHER APPLICABLE JURISDICTION. \� ✓/ ��. -! 5CTM ° 1000-55-OG- 15 . 24 n 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES !. l 0 SHALL BE CONNECTED TO THE LIGATING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTEF.Y POWERED ALARMS SCALE: 1 ' = 10' ZONED: AND ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH ° ` UPLIFT CONNECTIONS SLEEPING QUARTERS ARE LOCATED. 04 NOVEMBER,2020 SCALE 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK EX 15T I N G EXCEPT A5 NOTED AREA: 21 , 1455f (0.4 9 AC) STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE1 =10-O' ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING CON N E C T I O N 5 D E T A I LDRAWING NO. AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL. CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND BURGLAR ALARMS AS NECESSARY. 1 , ISSUES/REVISIONS 2'-1 1 112" co AS BUILT STRORAGE AS BUILT STRORAGE 23 SEPTEMBER,2019 16 SEPTEMBER,2019 10 SEPTEMBER,2019 28 AUGUST,2019 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2019 ALL RIGHTS RESERVED EXISTING 13ILCO DOOR TO NEW ANDERSEN NEW ANDERSEN REMAIN 400 SERIES 400 SERIES NEW ANDERSEN TW 283 10 (2)TW 2031 O 400 SERIES TEMPERED GLASS TEMPERED GLASS TW 2831 O Robert I. Brown 2'O" 11 Architect, P.C. 7-9" 15'-5 I/z" 10'-3 1/2 = [0 205 Bax Ave. Greenport NY N in#o@ribrownarchltect.com EXISTING BATHROOM 306 MODIFIED BATHROOM I 631-477-9752 m O �0 I N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, N UNLESS ACTING UNDER THE DIRECTION OF A N E ER LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED EXISTING PLAY ROOM N ALTERATION MUST BE NOTED,SEALED,AND O DESCRIBED IN ACCORDANCE WITH THE LAW. m N EXISTING STORAGE N FLED Apo, O O DOWN NEW ANDERSEN PROPOSED CLOSET EXISTING BEDROOM (0)TW 28 2 FGRE,, Q 1 y NEW ANDERSEN I 400 SERIES EXISTING BEDROOM i (2)TW 2852 EGRESS 41 N I I 6341 O � F NC\\� -, N U ij- N N Q3068 o lI CLIENT/OWNER ISRAEL RESIDENCE Z N I 11-3N rn -P3'-1 1 112" 3'-O" 1= — cn _ 55 ORIOLE DRIVE UP SOUTHOLD, NY 119']1 EXISTING LAUNDRY ROOM PROJECT TITLE I/2" 2a-0° INTERIOR RENOVATIONS DRAWING TITLE FOUNDATION PLAN FOUNDATION PLAN (AS DU I LT) SECOND FLOOK PLAN SECOND FLOOR PLAN SCALF: 1/4" = 1'-0" SCALE: 1/4' = P-O" AS BUILT EXISTING EXCEPT AS NOTED 04 NOVEMBER,2020 SCALE DRAWING NO. ISSUES/REVISIONS REMOVE EXISTING WINDOW IN 1 THI5 AREA. PROVIDE 4"X 4" EXISTING GARAGE TO REMAIN WOOD P05T TO SUPPORT END OF 1 GIRDER. FRAME OUT AND PROVIDE SIDING TO MATCH EXISTING EXISTING 5TAIR5 TO ATTIC STORAGE NEW STAIRS AND PLATFORM RELOCATE DOOR 5'-0" 5'-0" ENCLOSE EXISTING BREEZEWAY NEW FLOOR TO BE LEVEL WITH ' ' % / /f NEW ANDER5E 00 SERIES EX15TING ENTRY DOOR O 5TRAIGHTLINE FULL NEL 178 NEW ANDERSEN 400 SERIES m' % m w/SIDELIGHTS ENTRY DOOR STRAIGHTLINE FULL PANEL 178 w/SIDELIGHTS cO 2668 THESE PLANS ARE AN INSTRUMENT OF `r SERVICE AND ARE THE PROPERTY OF THE EXISTING STONE PATIO ARCHITECT.INFRINGEMENTS WILL NEW ANDERSEN TO REMAIN BE PROSECUTED 400 SERIFS N 2oi9 ALL RIGHTS RESERVED TW 2032 NEW BATHR OM r EXISTING BILCO NEW ANDERSEN DOOR TO `r 400 SERIES REMAIN 1, 6. MOVE EXISTING TW 2021 O 8"I - 3'-O" 18" 5'-4" INDOW TEMPERED GLASS Robert I. Brown NEW FWG 6068 6' 7" 8'-6" 6'-10" _ Architect, P.C. 2-2 STOVE TO REPLACE — EXISTING U0 r -1 20 Bay Ave. Greenport NY I I info@rlbrownarchitect.com 631-477-9752 P O OSED CLOSET IT IS A VIOLATION OF THE LAW FOR ANY PERSON, _ NEW ANDERSEN I UNLESS ACTING UNDER THE DIRECTION OF A Z O 400 SERIES PROPOSED ISLAND I I LICENSED ARCHITECT,TO ALTER ANY ITEM ON C 235 CASEMENT 3'-4 THIS DRAWING IN ANY WAY.ANY AUTHORIZED <o ALTERATION MUST BE NOTED,SEALED,AND 9'-I" 2668 2668 DESCRIBED IN ACCORDANCE WITH THE LAW. co (n N I REMOVE EXISTING WINDOWS ��FiED - - - - - �,GQOO�aT I. INSTALL NEW BETTER HEADER#I 5 -- NECESSARY REPAIR AND PATCH AS f'�iO �— — — — 36' REFR O — — — — — — — DOWN (2) 2x 10 w 1/2" PLT AT REMOVED - I I I N LOAD BEARING WALL Z INSTALL FLUSH WITH-CEILING 3'-0" NEW OPENING PROPOSED MASTER BEDROOM �V4 PROVIDE(2) 2x8 ILn 1 — HEADER NEW ANDERSEN 400 SERIES EXISTING FI LACE CLIENT/OWNER TW 2656 EGRESS TO REMAIN 1 --------- _ ISRAEL RESIDENCE EXISTING LIVING ROOM 55 ORIOLE DRIVE UP 2-0" 13'4" - - SOUTHOLD, NY n971 NEW 3068 FRONT DOOR NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES PROJECT TITLE TW 2656 EGRESS TW 2656 EGRESS INTERIOR PROVIDE NEW(2) 2"X 8' PROVIDE NEW(2) 2"X 8" HEADER HEADER RENOVATIONS NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES TW 2656 EGRESS TW 2656 EGRESS PROVIDE NEW(2) 2"X 8" PROVIDE NEW(2) 2'X 8" HEADER HEADER DRAWING TITLE FI f�ST FLOOK PLAN FIRST FLOOR PLAN SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED SCALE 04 NOVEMBER,2020 DRAWING NO. ISSUES/REVISIONS EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF TO REMAIN TO REMAIN NEW 3 y" FLAT AZEK CASING NEW 3%" FLAT AZEK CASING AROUND ALL EXTERIOR DOORS AROUND ALL EXTERIOR DOORS AND WINDOWS TO BE PAINTED AND WINDOWS TO BE PAINTED (TYP•) NEW RED CEDAR SHINGLE SIDING, (TYP-) PAINTED OR STAINED NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN - - -70M IES- - - - - - - - - - 7'bO-"5E7t - - - - - - - — 40u5mlm- - - - - -4MSEENE55 - - - TW 2G5G EGRESS TW 2G5G EGRESS F TW 2G5G EGRESS TW 2G5G EGRESS FRONT ELEVATION (NORTH). SCALE: 114" = 1'-0" 23 SEPTEMBER,2019 EXISTING EXCEPT AS NOTED 16 SEPTEMBER,2o19 io SEPTEMBER,2oig THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oig ALL RIGHTS RESERVED EXISTING CHIMNEY TO REMAIN Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ED A,qTH —:fl �,\. NEW ANDERSEN 400 SERIES ENTRY DOOR STRAIGHTLINE FULL PANEL 178 w/SIDELIGHTS NEW RED CEDAR SHINGLE SIDING, NEW 3068 FRONT DOOR / PAINTED OR STAINEDWITH SIDELIGHTS — — — — — — — NEW ANDERSEN TOTAL OPENING TO BE G'-O" 400 SERIES (2)TW 2852 EGRESS \ EXISTING GARAGE TO REMAIN v �' 3/z" FLAT AZEK CASING CLIENT/OWNER % NEW 3 " FLAT AZEK CASING i NEW AROUND ALL EXTERIOR DOORS -_ AROUND ALL EXTERIOR DOORS AND WINDOWS TO BE PAINTEDj AND WINDOW5 TO BE PAINTED (TYP.) (fYP.) ISRAEL RESIDENCE R SHINGLE (DING, ---- ir. --, NEW ANDERSEN NEW ANDERSEN NEW RED CEDAORIOLE DRIVE PAINTED OR STAINED EXISTING GARAGE DOOR TO REMAIN ; I 400 5EIRIES 400 SERIES 55 SOUTHOLD NY TW 2032 C 235 CASEMENT 11 971 NEW ANDERSEN TW 2G5G EGRESS PROJECT TITLE INTERIOR SIDE ELEVATION (EAST) RENOVATIONS SCALE: 1/4" = I'-O' EXISTING EXCEPT AS NOTED DRAWING TITLE ELEVATIONS 04 NOVEMBER,2020J–� 1/4 ..=i-o DRAWING NO. ISSUES REVISIONS EXISTING ROOF ! ! .- EXISTING ROOF TO REMAIN TO REMAIN NEW R.-30 ATT INSULATION IN EXISTING RAFTERS NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN 400 5ERIE5 400 SERIES 400 SERIES (2)TW 20310 TW 283 10 1 TW 283 10 TEMPERED GLA55 TEMPERED GLASS I (2) 2x8 HEADER(TYP.) NEW 3 Y2- FLAT AZEK CASING AROUND ALL EXTERIOR DOORS NEW 2x6 CONSTRUCTION AND WINDOWS TO BE PAINTED K-19 BATT INSULATION (TYP-) NEW RED CEDAR,SHINGLE SIDING, PAINTED OR STAINED ENCLOSE EXISTING BREEZEWAY NEW ANDERSEN NEW FLOOR TO BE LEVEL WITH 400 5ERJE5 EXISTING TW 20210 TEMPERED GLA55 FLOOR,TO 13E LE EL WITH EXISTING NEW 2x8 FLOOR JOISTS @ 16'O.C. ON TOP Of EXISTING SLAB ------ EXISTING SLAB TO REMAIN R-30 BATT INSULATION SECTION A. 23 SEPTEMBER,2019 SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED 16 SEPTEMBER,2019 io SEPTEMBER,2019 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o1g ALL RIGHTS RESERVED Robert I. Brown EXISTING CHIMNEY Architect, P.C. TO REMAIN 20? Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 0 -- --------- NEW ANDERSEN 400 SERIES 163,0 ENTRY DOOR N 5TRAIGHTLINE FULL PANEL 178 wl SIDELIGHTS NEW ANDERSEN 400 SERIES NEW ANDERSEN NEW 3068 FRONT DOOR TW 2632 CLIENT OWNER 400 SERIES WITH SIDELIGHTS (2)TW 2852 EGRESS TOTAL OPENING TO BE 6'-O" ISRAEL '-0- ISRAEL RESIDENCE NEW RED CEDAR.SHINGLE SIDING, NEW 3Y" FLAT AZEK CASING PAINTED OK 5TAINED NEW 3 Y2" FLAT AZI! 55 ORIOLE DRIVE AROUND ALL EXTERIOR DOORS ------ -K CA51NG AROUND ALL EXTERIOR DOORS SOUTHOLD, NY ilg7i AND WINDOWS TO BE PAINTED AND WINDOWS TO BE PAINTED NEW FED CEDAR SHINGLE SIDING, REMOVE EX15TING NEW RED C EDAR.5H INGLE SIDING, (TYP-) REMOVE EXISTING PAINTI'D OR STAINED WINDOWS IN TH15 PAINTED 0 STAINED WINDOWS IN TH15 AREA AREA PROJECT TITLE INTERIOR EL , -------- RENOVATIONS DRAWING TITLE SIDE ELEVATION (WEST) ELEVATIONS SCALE: 114" = I'-o' SECTION EXISTING EXCEPT AS NOTED SCALE 04 NOVEMBER,2o20 DRAWING NO. - ^ ^ ` DRAWING=E ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1,THIS PROJECT 15 THE RENNOVATION OF AN EXISTING STRUCTURE OF A TWO STORY,SINGLE FAMILY GROUND SNOW LOAD 20 PSF (PER FIG.R301.2(5)RCNYS 2015) RESIDENCE CLASSIFIED AS AHD. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.R301.2(4)RCNYS 2015) 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT.8301.2(2)RCNYS 2015) 2015 15 24'-G'. THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DE51GN TEMP I I°F (PER TABLE N 1 10 1.2) 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE WA (PER FEMA MAP) R'V 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND FROST LINE DEPTH 3G" 'O�� E CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LWEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNYS 2015) THE AF 4 PA WOOD FRAMO ............. 5.DESIGN LOAD CALCULATION ARE BASED ON: OADS) LIVE LOAD:AS PER TA13 E P301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. PER TABLE 301.5 RCNY5 2015 DEAD LOAD:CALCULATED AS PER R301,3 AS PER RCNYS 2015. ROOMS OTHER THAN SLEEPING 40 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNYS 2015. SLEEPING ROOMS 30 P51 WIND EXP05URE CATEGOKY'C",FOR 130 MPH 3 SECOND GUST. ATTICS WITH LIMITED STORAGE 0 P51 ATTICS WITHOUT STORAGE 1 I O P51 STAIRS 40 PSI LOCATION LIVE DEAD DELECT LIMIT I ST.FL. 40 LB. 11 U M 2 0 3.412- ATTIC /I 1 011 / 2ND.FL.(SLEEP AREA) 30 LB. 12 U3G0 � "LJ 4�' /` ATTIC(NON STORAGE) 20 L.B. 10 L/3Go NAILING SCHEDULE ROOF 20 LB. 15 U3GO (PER AF R PA AMERICAN WOOD COUNCIL WFCM FOR I 0� • I �, ----. J- ` "51O ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) / 'O G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING `�- �� O/ TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ROOF FRAMING THERE ARE NO WARRANTIES,NOR ANY MERCHANT1131 ITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER - OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO WALL FRAM I NG COMPLETE THE WORK. 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd JOIST EA.SIDE ( - STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. v I \ 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES OCCUPANCY. TOP OR OTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 1 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAM I NG AS NECESSARY,AND REMOVE DEBRIS, J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 P05515LE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK 5T OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T I G 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3$d PER JOIST DEMOLITION AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. STRUCURAL PANELS 8d (TABLE 3.8) FOUNDATIONS DIAGONAL BOARD SHEATHING I 1.ASSUMED SOIL BEARING CAPACITY, 1,500 IW5ol.Ft. I IXG"OR 1'x8' 2-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 PS,.-28 DAY TEST. I k 10"OR WIDER 3-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD • 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO WALL SHEATHING 7Q COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR STRUCURAL PANEL 8d (TABLE 3.9) REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS O 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G' 8d 3-EDGE/G'FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3-EDGE/G"FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/10'FIELD 11 1 11 A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) 1 OR BETTER. B.ALL ENGINEERED LUMBER SHALL BPARTICALBOARD PANELS 8d (TABLE 3.9)E PS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING � V" AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I'xG"OR I"x8" 2-8d PER SUPPORT I ( n D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNES. IN 10"OR WIDER 3-8d PER SUPPORT LOT 21 O E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O'AND OVER FLOOR SHEATHING WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. STRUCURAL PANELS O F.50UD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE Y O OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. 1'OR LE55 8d G-EDGE/12'FIELD �'��0�111 O 23 SEPTEMBER,2019 G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN I' I Od G-EDGE/G"FIELD /� 1 H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING �{ (`^J DRAWING. I'xG'OR 1'x8' 2$d PER SUPPORT /1� \ 1 1 16 SEPTEMBER 20>9 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED\&ITH RATED GALVANIZED METAL IN 10"OR WIDER 3-8d PER SUPPORT CONNECTORS BOY'SIMPSON'OR APPROVED EQUAL. \ / J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2'xG'STUDS V SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR F NAILS SHALL BE GALVANIZED. SEE I 10` t 0\14 io SEPTEMBER,2019 ATTACHED NAILING SCHEDULE. ✓1 K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' ^1 O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. T �I M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE THESE PLANS ARE AN INSTRUMENT OF HURRICANE CLIPS AT ALL PERIMETER JOISTS To GIRDER CONNECTIONS. V SERVICE AND ARE THE PROPERTY OF THE 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TANT AS ARCHITECT.INFRINGEMENTS WILL REQUIRED. G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 3/ z BE PROSECUTED 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(SEE NAILING __ I EXISTING BREEZEWAY SCHEDULE) 2019 ALL RIGHTS RESERVED _-_. 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED I O MEMBRANE. - TO B E E N C LO5 E D 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND)CRICKETS SHALL 8E ALUMINUM. '`/ 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I f Cl O STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2-112 Ib. DENSITY FI13ER-GLA55 BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED V FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 16 CORNER -70. CLOSED-CELL SPRAY-IN FOAM INSULATION O (R-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW INTERIOR DOORS SNAIL MATCH EXISTING. H O LD DO WN RIDGE � 1� A 1 V' Robert I. Brown 13. NEW HARDWARE SHALL MATCH EXISTING. O 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C3G,AND SHALL BE 'SHEETROCK SW BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE Architect, P.C. I/2" (� SPEP`' 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR N 1NG o Zo5 Bax Ave. Greenport NY �5 in o@ribrownarchitect.com CORNERS SHALL HAVE METAL CORNER BEADS. ----- - FINISHES EX15T1 NG tX 0 N 1. NEW WOOD FLOORS SHALL BE 4'WHITE OAK,SAND AND POLYURETHANE,3COAT5. -_-_= --_-- ,--- - 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHEm. G A I�AG E 631-477_9752 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN / I SET ADHESIVE. 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOO)RE OR APPROVED I O EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. IT LS A VIOLATION OF THE LAW FOR ANY PERSON, 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL UNLESS ACTING UNDERTHE DIRECTION OF A BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORS AQUA PEARL LATEX LICENSED ARCHITECT,TO ALTER ANY ITEM ON PAINTED,COLOR TO BE SELECTED. CROSS SECTION END VIEW THIS DRAWING IN ANYWAY.ANYAIJPHORIZED G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FlIN15HED WITH TWO(2) 1 ALTERATION MUST BE NOTED,SEALED,AND COATS BENJAMIN MOORS LATEX ACRYLIC 5EMI-GLO55 DESCRIBED IN ACCORDANCE WITH THE LAW. HVAC _ 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. 2.PROVIDE WEIL-MCLAIN WM97+ 155CT WALL MOUNTED GAS BOILER, 155,000 BTU/1,95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING OILER. ��(, \ r-- ------` ------ - 3.PROVIDE(1)RHEEM RA I G 5 TON COMPRE55OR AND(1)RHEEM RA I G 3 TON COMPRESSOR,OR APPROVED EQUALS FOR NEW ZONES. 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55ARY TO -- COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. 5.PROVIDE HOT WATER RADIANT HEAT TUBING AS NECESSARY FOR HEATING IN ALL ZONES. i PLUMBING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECE55ARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS �I AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR 3` REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. o __ 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH N '� CLIENT/OWNER REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE i APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES°A5 PUBLISHED BY i \ THE NEW YORWORK ON THE DEPARTMENT UM13INSYSTEM SHALL BENTAL PERF CONSERVATION. OR. O�� W ISRAEL RESIDENCE 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE C%//�// I _•_ _ n SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE �� ' 1- Y O �, G PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIREC BY THE TOWN OF 1 - 4.THE CLD. _. \fLCOKG.> 0� 55 ORIOLE DRIVE - - , ,- 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, __ _.__-________.____-__'' /' , 60 •0 SOUTHOLD, NY u97� CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED 3Y LOCAL,STATE,AND I FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. -- - --- ELECTRICAL \ 1.FURNISH ALL LABOR MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: \ % CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, ' PROJECT TITLE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO i APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND INTERIOR AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND o INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND , RENOVATIONS ELECTRICAL DISTRIBUTION SYSTEMS. -C � • RAE D O N SURVEY BY 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS THE 2015 ELECTRICALtj CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70. B 2017 j' �, � ----- , ,�-_ _-_ -_-__-_-_• ------------- (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), _ YOUNG YOUNG LAND SUR THE NATIONAL ELECTRICAL MANUFACTURERS'A55OCIATION(NEMA)AND ANY OTHER -'� APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT ��R VEYING REQUIREMENTS WILL APPLY. JUST �� 1 •' � " _ _ DRAWING TITLE 3.ALL PRODUCTS USED FOR LABORATORIES,INC.LA13ELL AND BE SU TABLE OR THCAL WORK E BENVIRO MENT IN WHEAR THE ICH THEY i ( � 5 - - _ _- -- -- DATED: 1 2 OCTOBER, 199 2 _, - ., --- WILL BE INSTALLED. i , - SITE PLAN 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE j I SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. J I I j l jI n 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES f i / 4 �(l/)` A 51TE PLAN AND INSPECTIONS A5 REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, � ' % \, AND ANY OTHER APPLICABLE JURISDICTION. ? 5 CTM : 1000-55-OG- 15 . 24 G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES +''�----' '`"'---' SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL ---------� SCALE• I - I O ZONED: Ah D �r� `" °'�" ' SCALE ( s Y$ .i "t ,rr SWITCH. UNE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS � ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH o o ' UPLIFT CONNECTIONS s t o't. `° 04 NOVEMBER,2020 d S .,,rre SLEEPING QUARTERS ARE LOCATED. - _ _ - >"-1� o, EXISTING EXCEPT AS NOTED AREA: 21 , 145 SF (0.49 AC) Lf :� 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE CONNECTIONS DETAILDRAWING NO. ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND BURGLAR ALARMS AS NECESSARY. ISSUES/REVISIONS 2'-1 1 112" �n A5 BUILT 5TRORAGE A5 BUILT 5TRORAGE 23 SEPTEMBER,2019 16 SEPTEMBER,2019 10 SEPTEMBER,2019 28 AUGUST,2019 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o19 ALL RIGHTS RESERVED EXISTING BILGO NEW ANDERSEN NEW ANDERSEN DOOR TO 400 SERIES 400 SERIES NEW ANDERSEN REMAIN TW 28310 (2)TW 20310 400 5ERIE5 TEMPERED GLASS TEMPERED GLASS TW 28310 Robert I. Brown 2' Architect, P.C. 7-9" 15'-5 1/2" 10'-3 1/2 = LO I 20Bax Ave. Greenport NY N MODIFIED BATHROOM info@ribrownarchitect.com EXISTING BATHROOM o 30G ( 631-477-9752 m O c0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, N N UNLESS ACTING UNDER THE DIRECTION OF A A n NE R LICENSED ARCHITECT,TO ALTER ANY ITEM ON oV�J THIS DRAWING IN ANYWAY.ANY AUTHORIZED EXISTING PLAY ROOM N Q ALTERATION MUST BE NOTED,SEALED,AND O DESCRIBED IN ACCORDANCE WITH THE LAW. m N EXISTING STORAGE Ne-�=7 I Y °? DOWN NEW ANDERSEN O — O EXISTING BEDROOM 400 SERJES PROPOSED CLOSET (2)TW 2852 FGRE; NEW ANDERSEN I 400 5ERIE5 EXISTING BEDROOM (2)TW 2852 EGRESS N I U N V' I N QtV = V30G8 0 CLIENT/OWNER 3'-O" N ISRAEL RESIDENCE I111-3- 3'-1 1 112" 55 ORIOLE DRIVE kp UP SOUTHOLD, NY u97i a3 EXISTING LAUNDRY ROOM PROJECT TITLE G'-5 1/2" 20'-0' INTERIOR RENOVATIONS DRAWING TITLE FOUNDATION PLAN FOUNDATION FLAN (AS BUILT) SECOND FLOOR FLAN SECOND FLOOR PLAN SCALE: 1/4" = I'-0" 5CALE: 1/4' = I'-0" AS BUILT EXI5TING EXCEPT A5 NOTED 04 NOVEMBER,2o2o SCALE 1/4"=i-o" DRAWING NO. ISSUES/REVISIONS REMOVE EXISTING WINDOW IN THIS AREA. PROVIDE 4"X 4" EXISTING GARAGE TO REMAIN WOOD POST TO SUPPORT END OF j GIRDER. FRAME OUT AND PROVIDE 1� SIDING TO MATCH EXISTING EXISTING STAIRS TO ATTIC STORAGE NEW STAIRS AND PLATFORM RELOCATE DOOR 5'-O" 5'-0" ENCLOSE EXISTING BREEZEWAY NEW FLOOR TO BE LEVEL WITH % NEW ANDER5E 00 SERIES EXISTING / ENTRY DOOR NEW ANDERSEN 400 SERIES / i f j STRAIGHTLINE FULL NEL 178 ENTRY DOOR ! % / j w/SIDELIGHTS STRAIGHTLINE FULL PANEL 178 w/SIDELIGHTS ' ap 2668 THESE PLANS ARE AN INSTRUMENT OF v ❑ SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL EXISTING STONE PATIO BE PROSECUTED NEW ANDERSEN TO REMAIN 400 SERIES 2oi9 ALL RIGHTS RESERVED TW 2032 NEW BATHR OM nl t\ - IXISTING BILCO NEW ANDERSEN DOOR TO `r 400 SERIES REMAIN I'-6" MOVE EXISTING TW 20210 8" 3'-0" 8111 5'-4" INDOW TEMPERED GLASS Robert I. Brown NEW FWG 6068 6'_7" 8'-6" 6'-10" 2=2 STOVE TO REPLACE — — — — Architect, P.C. N EXISTING U0 r -1 20 Bax Ave. Greenport NY I I I info@ribrownarchitect.com 631-477-9752 " P O 05ED CLOSET I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NEW ANDERSEN zOF A 400 SERIES N PROPOSED ISLAND I I UNLESS ACTING UNDERT ALTER ANY MO LICENSED ARCHITECT,TO ALTER ANY ITEM ON C 235 CASEMENT w 3'-4 THIS DRAWING IN ANY WAY.ANYAUTHORMED m L ALTERATION MUST BE NOTED,SEALED,AND 2668 2668 3'-6" 1 91-I DESCRIBED IN ACCORDANCE WITH THE LAW. " in cn Im N REMOVE EXISTING WINDOWS _ _ _ _ _ REPAIR AND PATCH AS INSTALL NEW BETTER HEADER#15 NECESSARY — — — 36" REFR — — — — — — — DOWN (2) 2x 10 w 112" PLT AT REMOVED N LOAD BEARING WALL - z INSTALLFLUSH WITH CEILING T - 1 00 J NEW OPENING PROPOSED MASTER BEDROOM PROVIDE(2) 2x8 HEADER NEW ANDERSEN CLIENT/OWNER 400 SERIES EXISTING FI LACE TW 2656 EGU55 TO REMAIN I ----------------'{ t ISRAEL RESIDENCE EXISTING LIVING ROOM UP 55 ORIOLE DRIVE 2'-0° 13'-4" SOUTHOLD, NY 11971 NEW 3068 FRONT DOOR NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 5ME5 PROJECT TITLE TW 2656 EGRESS TW 2656 EGRESS INTERIOR PROVIDE NEW(2) 2"X 8" PROVIDE NEW(2) 2"X 8" HEADER HEADER RENOVATIONS NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES TW 2656 EGRESS TW 2656 EGRESS PROVIDE NEW(2) 2"X 8" PROVIDE NEW(2) 2"X 8" DRAWING TITLE HEADER HEADER FII ST FLO0K PLAN FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" IXISTING EXCEPT AS NOTED 04 NOVEMBER,aoao SCALE 1/4" DRAWING NO. ISSUES/REVISIONS EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF TO REMAIN TO REMAIN NEW 3Y2" FLAT AZEK CASING AROUND ALL EXTENEW 3y" FLAT AZEK CASING FIOR DOORS — -- AND WINDOWS TO BE PAINTED - {—? AROUND ALL EXTERIOR DOORS AND WINDOWS TO BE PAINTED NEW RED CEDAR SHINGLE SIDING, ; (TYP,) PAINTED OR STAINED i I ; i NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN - - - - - - - — 4bZS�fE TW 2G5G EGRESS TW 2G5G EGRESS TW 2G5G EGRESS TW 2656 EGRESS FRONT ELEVATION (NORTH) SCALE: 1/4" = P-0" EXISTING EXCEPT AS NOTED 23 SEPTEMBER,2o19 16 ;SEPTEMBER,2019 10 SEPTEMBER,2o19 TH ESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARICHITECT.INFRINGEMENTS WILL BE PROSECUTED 2019 ALL RIGHTS RESERVED EXISTING CHIMNEY TO REMAIN Robert I. Brown Architect, P.C. zo Bay Ave. Greenport NY in f io@ribrownarchitect.com 631-477-9752- IT 31-477-9752IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS:DRAWING IN ANY WAY.ANY AUTHORIZED ALTEIRAT10N MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW, NEW ANDERSEN 400 SERIES ENTRY DOOR STRAIGHTLINE FULL PANEL 178 w/SIDELIGHTS NEW RE CEDAR SHINGLE SIDING, NEW 3068 FRONT DOOR PAINTED OR STAINED WITH SIDELIGHTS NEW ANDER5EN — — — — — — — — — — — — — — — — — — — — — — TOTAL OPENING TO BE G'-0" 400 SERJES EXISTING GARAGE TO REMAIN (2)TW 2852 EGRESS NEW 3 AL FLAT CASING NEW 3 y FLAT AZEK CASING CLIENT/OWNER t AROUND ALL EXTERIORRIOR DOORS " AND WINDOWS TO BE PAINTED . AROUND ALL EXTERIOR DOORS (TYP•) AND WINDOWS TO BE PAINTED ` �.) ISRAEL RESIDENCE EXISTING GARAGE DOOR TO REMAIN NEW ANDERSEN NEW ANDERSEN NEW RED CEDAR SHINGLE (DING, j 400 SERIES 400 SERIES PAINTED OR STAINED 55 ORIOLE DRIVE TW 2032 C 235 CASEMENT SOUTHOLD, NY u97i - - - - - - - - � - - - - - - - - - NEW ANDERSEN TW 2G5G EGRESS PROJECT TITLE INTERIOR SIDE ELEVATION (EAST) RENOVATIONS SCALE: 114* = P-0" EXISTING EXCEPT AS NOTED DRAWING TITLE ELEVATIONS 04 NOVEMBER,2020 SCALE 1/4"=1-0 DRAWING NO. ISSUES REVISIONS EXISTING ROOF EXISTING K00f TO REMAIN TO REMAIN f NEW K-30 BATT INSULATION IN NEW ANDERSEN NEW ANDERSEN EXISTING RAFTERS NEW ANDERSEN 400 SERIES 400 SERIES 400 SERIES (2)TW 20310 TW 28310 t4 TW 283 10 TEMPERED GLASS TEMPERED GLASS L J (2) 2x8 HEADS NEW 3 Y2" FLAT AZEK CASING AROUND ALL EXTERIOR DOORS NEW 2x6 CONSTRUCTION AND WINDOWS TO BE PAINTED K-19 BATT INSULATION NEW RED CEDAR SHINGLE SIDING, PAINTED OR STAINED ENCLOSE EXISTING BREEZEWAY NEW ANDERSEN NEW FLOOR TO BE LEVEL WITH 400 SERIES EXISTING TW 20210 TEMPERED GLA55 FLOOR TO BE LE EL WITH EXISTING — — — -- -- — — -- - — — — — — — — — — — — — NEW 2x8 FLOOR JOISTS @ 10 O.C. ON TOP Of EXISTING SLAB K-30 BATT INSULATION EXISTING SLAB TO REMAIN SECTION A 23 SEPTEMBER,2019 SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED 16 SEPTEMBER,2019 io SEPTEMBER,2019 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oa9 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. EXISTING CHIMNEY TO REMAIN �o5 Bay Ave. Greenport NY inro@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ------------- /* Li I I NEW ANDERSEN 400 SERIES ENTRY DDOR 5TRA]GHTLINE FULL PANEL 178 wl SIDELIGHTS NEW ANDERSEN 400 SERIES - - - - - -NEWANDER5EN NEW 3068 FRONT DOOR TW 2G.32 CLIENT OWNER 400 5ERJE5 WITH 51DEUGHTS (2)TW 2852 EGRE55 TOTAL OPENING TO BE G-0' ----------__.__-- .-------.---------_-.--._ ._._..i_'—.._._-- -- i � ISRAEL RESIDENCE NEW RED CEDAR SHINGLE SIDING, NEW 3 Y 2" FIAT AZEK CASING PAINTED OR STAINED NEW 3y" FLAT AZEK CASING 55 ORIOLE DRIVE AROUND ALL EXTERIOR DOORS AROUND ALL EXTERIOR DOORS SOUTHOLD, NY 11971 AND WINDOWS TO BE PAINTED AND WINDOWS TO BE PAINTED (TYP-) NEW RED CEDAR SHINGLE SIDING, REMOVE EXISTING NEW RED C EDAK SHINGLE SIDING, i (TYP-) REMOVE EXISTING PAINT I--D OR STAINED WINDOWS IN THIS PAINTED 0 STAINED WINDOWS IN TH15 AREA I AREA i PROJECT TITLE INTERIOR RENOVATIONS DRAWING TITLE 51DE ELEVATION (WEST) ELEVATIONS SCALE: 1/4' = P-0' SECTION EXISTING EXCEPT AS NOTED 04 NOVEMBER,2020 SCALE 1/4"="-0" DRAWING NO. A0 ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA rah;LFAD CONT EN l'BEFORE 1.THI5 PROJECT 15 THE RENNOVATION OF AN EXISTING STRUCTURE OF A TWO STORY,SINGLE FAMILY GROUND SNOW LOAD 20 P5F (PER FIG.P301.2(5)RCNY5 2015) RESIDENCE CLA551FIED AS AHD, WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.P.301.2(4)RCNY5 2015) :�?s 7 f7 10,1 TE OF OCCUPANCY 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DE51GN CATAGORY B (PER SECT.R301.2(2)RCNY5 2015) 2015 IS 24'-6'. THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DESIGN TEMP I 1°F (PER TABID N1101.2) 1 " R k �� !,,S A F � USED f1� V�sATER r,+ p ,,O .I� r,�w 1 E FLOOD ZONE WA (PER FEMA MAP) V r r.I3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FROST LINE DEPTH 36' � / 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.5.AND WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNY5 2015) O 1 (J.'''! L.� 2,10 O M %L � D.THE AF e PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS UNIFORM LIVE LOADS L D(iTE:5.DESIGN LOAD CALCULAThON ARE BASED ON: OR, �i��JE4 LJ t:;'1 D OF �O LEAD. LIVE LOAD:AS PER TABU 8301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. PER TABLE 301.5 RCNY5 2015 FE. 1D DEAD LOAD:CALCULATED A5 PER 8301.3 AS PER RCNY5 2015. ROOMS OTHER THAN SLEEPING 40 P51 SLEEPING ROOMS 30 P5I �Il 'IrYn I�UILvfhiCi L'�PAf�I n+1r NT AT SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. ATTICS WITH LIMITED STORAGE 20 P51 WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE I O P51 7�5-j�� $A,}',� T O G P ILS FOR THE STAIRS 40 P5I FOLLONNING IINS`'cCTIONS: LOCATION LIVE DEAD DELECT LIMIT PLUMBING FOU !DA ICN - TVO REQUIRE I5T.FL. 40 LB. 12 U360 0 1 ALL PLUMBING WASTE FOR POURED =!CRETE 11 2ND.FL.(SLEEP AREA) 30 LB. 12 1/360 N 82 34 20 -- \ / \ 1 E n F''NG & PLUS"BIT+G ATTIC(NON STORAGE) 20 LB. 10 U360 NAILING SCHEDULE \ ` 8 4"yATG=R LI` 5 [r,�`p 2. ROUGH I FRA(•." ° � 71 _-_ � �O TESTING BEr01;E COVERING 3, i"�JSUL,a,TkON _ ROOF 20 LB. 15 1/360 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR c ^ ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) I O -� \ �J (� � O G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING (' O 4. Fli'�AL - CONSTRUCTION I iQf! t,SUST _ ,�Jpp BE WAPLETE FOR C.O. TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING �- V� ALL CONS L RI,;TION SHALL PAEET THE CONNECTION WITH THE WORK. -- ' THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER '� , REQUIRENIIENTS OF THE CODES OF N,VL1 OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T - 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP _ YORK STATE. NOT RESPONSIBLE FOR DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE TRUSS Pd-ACARDING QUIDESIGN OR CONSTRUCTION ERROR. DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RERED NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END COMPLY WITH ALL CODES O coMPIETETHE woIZK. WALL FRAMING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT � YORK STATE & TOWN CODES AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.SIDE C 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF STUD R STUD(FACE-NAILED) 2-1 Gd 24"O.C. I \ AS REQUIRED A HEADER TO HEADER(FACE-NAILED) 16d 16'O.C.ALONG EDGES ND CONDI ,� OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-I Gd PER 2x4,2x6,2x8 RESPECTIVELY S VI 1�/L rar`A1rZiTt- BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT 1 I V+ 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND(EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING AS NECESSARY,AND REMOVE DEBRIS. JOIST TO 51LL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END SOUTH T L'UIV TRI)STFFS� INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS P055113LE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK C�D OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T I G 1 4 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-16d PER JOIST IA 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT e P` 11,�� ' AS NECESSARY. ROOF SHEATHING STRUCURAL PANELS Sd (TABLE 3.8) _ 9 FOUNDATIONS DIAGONAL BOARD SHEATHING .ASSUMED 501E BEARING CAPACITY, 1,500 IbJ5q.Ft. I'x6"OR 1`x8" 2-8d PER SUPPORT . 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. I k I O'OR WIDER 3-5d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7•EDGE/10'FIELD 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO WALL SHEATHING �Q COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 8d (TABLE 3.9) REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS O 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCHI EXISTING. 7/16" 8d 3'EDGE/6'FIELD r /��n n �n 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3'EDGE/6'FIELD RETAIN STVf1'C'Vi WATER RUNOFF 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD 11 A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 HARDBOARD 8d (TABLE 3.9) OR BETTER. PAPTICALBOAPDPANELS 8d (TABLE 3.9) 1 PURSUANT TO CHAPTER 236 B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING v_ Q OF THE TOWN nt CODE. E. AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 1'x6'OR 1'x8" 2-8d PER SUPPORT C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I D.ALL 5U6 FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. I'x I O'OR WIDER 3-8d PER SUPPORT �i LOT 21 E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER FLOOR SHEATHING L WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BEA MIN. x8'ORAS SHOWN A DRAWING. 5TRUCURAL PANELS hO O O F.SOLID BLOCKING SHALL BJE PROVIDED FOR ALL OISTSSTS AND FLOOR BEAMS AS PER N.Y.S.CODE r OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2"SPACE FOP AIR CIRCULATION IN ROOF. I'OR LE55 8d G'EDGE/ 12'FIELD ELECTRICAL INSPECTION REQL 1TRED G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN I' I Od G'EDGE/6"FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING DRAWING. 1'x6'OR I'x8" 2-8d PER SUPPORT / 1 O` 1 16 SEP'T'EMBER,2019 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I"x 10'OR WIDER 3-8d PER SUPPORT CONNECTORS BY•51MP5ON"OR APPROVED EQUAL. t 1V� 1 \/ J.NAILING SCHEDULE SHALL BE A5 PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2"xG'STUDS I � O `� to SEPTEMBER,2019 SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE O� � 5 / (� ATTACHED NAILING SCHEDULE. `\ Vv J V K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE \ L L.ALL INTERIOR AND F RIOK FINISHES TO BE SELECTED BY OWNER. 1� M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE QN� TYPE CONNECTORS BY`5IMP5ON"OR APPROVED EQUAL.FORTIMBER PILE FOUNDATIONS,PROVIDE U `r �1D 1^t G 1 HURRICANE CUERI PS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. ,V THESE PLANS ARE AN INSTRUMENT 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-f!GLASS,WITH ARGON GAS,IMPACT PE515TANT AS MAO D SERVICE AND ARE THE PROPERTY OFF THE G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. f/ Z ARCHITECT.INFRINGEMENTS WILL REQUIRED. 1 ` 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/b PA WCFM-1995.(5EE NAILING �! BE PROSECUTED SCHEDULE) ' EXISTING BREEZEWAY 8.FLA5HING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED j E O 2019 ALL RIGHTS RESERVED MEMBRANE. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. V TO BE E N C L05 E D 10.STEP FLASHING 5HALL 13E U5ED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT ( T'► O I STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND V r CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE W ( � 2-11211% DENSITY FIBER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED v ' i i!i '/ FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION CORNER 0 � i i' � � p � 1 (R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. �/ r 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. HOLDDOWN RIDGE 0 1 A\ V' Robert I• Brown 13. NEW HARDWARE SHALL MATCH EXISTING. - - I 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE - �* Architect, P.C. '5HEETROCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2' Q5p�p,1. 15,ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR 1 CORNERS SHALL HAVE METAL CORNER BEADS. 55 tcj� N nfo@ribrownar h tect com ort NY FINISHES F-V_ EXISTING �X 1. NEW WOOD FLOODS SHALL BE 4'WHITE OAK,SAND AND POLYURETHANE,3COAT5. 631-477-9752 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. GARAGE 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN SET ADHESIVE. 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJANIN MOORE OR APPROVED _ EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND O RECOMMENDATIONS. COLOR TO BE SELECTED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL UNLESS ACTING UNDER THE DIRECTION OF A BEA E CLEANED AND REPAINTED. NEW WALLS AND CEILfNG5 SHALL BE SEALED AND LICENSED ARCHITECT,TO ALTER ANY ITEM ON PAINTED.PAINTING SHALL BE TWO (2)COAT5 15ENJAM114 MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE SELECTED. CROSS SECTION END VIEW THIS DRAWING IN ANY WAY.ANY AUTHORIZED G. INTERIOR TRIM SHALL E-E SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) ALTERATION MUST BE NOTED,SEALED,AND COATS BENJAMIN MOORS LATEX ACRYLIC 5EMI-GLOS5 PAINT. DESCRIBED IN ACCORDANCE WITH THE LAW. HVAC 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE / j <,'aEU A OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE / -E ( To WORK. Ro�yF0 2.PROVIDE WEIL-MCLAIN WM97+ 155CT WALL MOUNTED GA5 BOILER, 155,000i�� Q 00 ry BTU/H,95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. 3.PROVIDE(1)RHEEM RA 16 5 TON COMPRESSOR AND(1)RHEEM PA 16 3 TON COMPRESSOR,OR APPROVED EQUALS FOR NEW ZONE5. �' ---._ --� 1 i 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROL'S AS NECESSARY TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. 5.PROVIDE HOT WATER RADIANT HEAT TUBING AS NECIP55ARY FOR HEATING IN ALL zoNEs. 0 NE�� PLUMBING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES \ // NECE55APY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR 3 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. �/ ? \ 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH CLIENT/OWNER REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY /� ! ISREAL RESIDENCE THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ` 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE ZO t - .� ^ SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE �%�V � � ,4 � { �-C PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF �� 4.THE CLD. -- .' \ I �. / 5 7 0� 55 ORIOLE DRIVE 4.THE CONTRACTOR SMALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, �'� ( � IL � � _ � - CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL STATE,AND l �' 1 6O °0 SOUTHOLD, NY u9� FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JUPJ5DICTION. - ---i---• ELECTRICAL 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW / ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: r / CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, / I / PROJECT TITLE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO ' / BASED O N 5 U RV EY BY: APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND 3 ---- o INTERIOR AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND o ! / INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND N ; YOUNG � YOUNG LAND 5 U RV EYI N G ELECTRICAL DISTRIBUTION SYSTEMS. RENOVATIONS � 2.ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL � �\ DATED : 12 OCTOBERCODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 t------- - -- 1992 (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), ' I THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHERFLOOR APPUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. -_-JOIST! - - _ ._---------..__-- DRAWING TITLE 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS I -- 111 LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY CTM : 1000-55-OG- 1 5 . 24 WILL L INSTALLED. fSITE PLAN 4.ALL WORK ON THE ELECTRICAL SYSTEM SMALL BE PERFORMED BY OR UNDER THE � � 1 �, I SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. / 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES 51TE PLAN ZONED: AHD AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, AND ANY OTHER APPUCA13LE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES -'' 215145 9f= (0.49 AQ SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS I ' - ° 5CALE: = 10' AREA: SCALE ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH UPLIFT CONNECTIONS 23 SEPTEMBER,2o19 SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK EX i ST I N G EXCEPT A5 NOTED 1 =11 10-O STATE AND THE RESIDENTIAL CODE 3E NEW(DED STATE,THE NEPA NATIONAL FIRE C 0 N N E C T 1 0 N 5 D E T A I L ALARM CODE NO,72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING D NG NO. AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND BURGLAR ALARMS AS NECESSARY. ISSUES/REVISIONS i REMOVE EXISTING WINDOW IN THIS AREA. PROVIDE 4"X 4" EXISTING GARAGE TO REMAIN WOOD POST TO SUPPORT END OF GIRDER. FRAME OUT AND PROVIDE 51DING TO MATCH EXISTING EXISTING STAIRS TO ATTIC STORAGE NEW STAIRS AND PLATFORM RELOCATE DOOR i 5'-0" 5'-'0" ENCL05E EXISTING BREEZEWAY NEW FLOOR TO BE LEVEL WITH j j i/ NEW ANDERSE 00 SERIES EXISTING / �i / 03 ENTRY DOOR 16 SEPTEMBER,201 RAIGI- NEW ANDERSEN 400 SERIES // STSIDELIG TS FULL NEL 178 9 ENTRY DOOR w/SIDELIGHTS / 10 SEPTEMBER,2019 5TRAIGHTL.INE FULL PANEL 178 w/SIDELIGHTS j % i % 28 AUGUST,2019 co 2GG8 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL EXI5TING5TONE PATIO BE PROSECUTED NEW ANDERSEN LEI TO REMAIN 400 SERIES 2o19 ALL RIGHTS RESERVED TW 2032 NEW BATH R OM int �I EXISTING BILCO CO NEW ANDERSEN DOOR TO NEW ANDERSEN NEW ANDERSEN 400 SERIES REMAIN 400 SERIES 400 SERIES NEW ANDERSEN I'-G" EMOVE EXISTING TW 20210 TW 28310 (2)TW 20310 400 SERIES 8"1 3'-0" 18" 5'-4" INDOW TEMPERED GLA55 TEMPERED GLA55 TEMPERED GLA55 TW 28310 Robert I. Brown NEW FWG GOGS _ _ _ _ Architect P.C. 2'-2" O TO REPLACE G'-7" 8'-G" S-101. 2' O" 7 STOVE N EXISTING U0 I I O I 2o5 Bay Ave. Greenport NY I info@rlbrownarchltect.com MODIFIED BATHROOM I 631-477-9752 I P O O5ED CLOSET I `o ( I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NEW ANDERSEN z 400 SERIES PROPOSED ISLAND I I UNLESS ACTING ARCHITECT, T ALTDIRECTIONANY M O NE R LICENSED ARCHITECT,TO ALTER ANY ITEM ON C 235 CASEMENT co m 3'-40 G'-O" THIS DRAWING IN ANYWAY.ANY AUTHORIZED m 2GG82GG8 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 3'-G" REMOVE EXISTING WINDOW5 DOWN r,, �Dj,g Cy/T I _ _ _ _ _ ' REPAIR AND PATCH AS P RD F` _ INSTALL NEW BETTER HEADER#15 i NECESSARY NEW ANDERSEN Q� O !y L - - - 3G" REFR O - 6:nj�� (2)TW 2852 FGRE:2rsy O _ _ _ _ _ _ DOS 2 2x I O w I/2" PLT AT REMOVED EXISTING BEDROOM 400 SERIES t t c� - LOAD BEARING WALL NEW ANDERSEN z INSTALL FLUSH WITH CEILING 1 400 SERIES EXISTING BEDROOM ' 3'-0" (2)TW 2852 EGRESS \ 1 �q 341 �OP� ED I I I NEW NEW OPENING PROPOSED MASTER BEDROOM ' �\ LO PROVIDE(2) 2x8 - { HEADER NEW ANDERSEN CLIENT/OWNER 400 SERIES EXISTING FI LACE TW 2656 EGRESS TO REMAIN ' � I ISRAEL RESIDENCE ------- - --- ----�_ EXISTING LIVING ROOM 55 ORIOLE DRIVE UP " ;_._.-_ SOUTHOLD, NY u971 2-0 13-4 NEW 3068 H Li FRONT DOOR NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES PROJECT TITLE TW 2G5G EGRESS TW 2G5G EGRESS INTERIOR PROVIDE NEW(2) 2"X 8" PROVIDE NEW(2) 2"X 8" HEADER HEADER RENOVATIONS NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES TW 2G5G EGRESS TW 2G5G EGRESS PROVIDE NEW(2) 2"X 8" PROVIDE NEW(2) 2"X 8" HEADER HEADER DRAWING TITLE FI IST FLOOD PLAN SECOND FLOOD PLAN FLOOR PLANS SCALE: 114" = 1'-O" SCALE: I/4" = I'-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED SCALE 23 SEPTEMBER,2019 X14" DRAWING NO. ISSUES/REVISIONS EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF TO REMAIN TO REMAIN NEW 3Y2" FLAT AZEK CASING j NEW 3Y2" FLAT AZEK CASING AROUND ALL EXTERIOR DOORS AROUND ALL EXTERIOR DOORS AND WINDOWS TO BE PAINTED AND WINDOWS TO BE PAINTED (TYP•) NEW RED CEDAR SHINGLE SIDING, I (TYP•) PAINTED OR STAINED I NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN - - -70-075ERIES- - - - - - - - - - -4-0b5CFJ--E5- - - - - - - - — 40U5MES- —4MSMM - - - TW 2G5G EGRESS TW 2G5G EGRESS TW 2G5G EGRESS TW 2G5G EGRESS FRONT ELEVATION (NORTH) SCALE: 114" = P-0" EX15TING EXCEPT AS NOTED 16 SEPTEMBER,2oig io SEPTEMBER,2oig THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oig ALL RIGHTS RESERVED EXISTING CHIMNEY TO REMAIN Robert I. Brown Architect, P.C. 2o5 Bax Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND -- DESCRIBED IN ACCORDANCE WITH THE LAW. ,SD ARc,�,� NEW ANDERSEN 400 SERIES ENTRY DOOR STRAIGHTLINE FULL PANEL 178 w/SIDELIGHTS ' NEW RED CEDAR SHINGLE SIDING, NEW 3068 FRONT DOOR n PAINTED OR STAINED WITH SIDELIGHTS NEW ANDERSEN 341 TOTAL OPENING TO BE G'-0" — 400 SERIES F NE`Ny (2)TW 2852 EGRE55 EXISTING GARAGE TO REMAIN NEW 3 Y2" FLAT AZEK CASING NEW 3 y' FLAT AZEK CASING CLIENT/OWNER AROUND ALL EXTERIOR DOORS `-.� _ AROUND ALL EXTERJOK DOORS AND WINDOWS TO BE PAINTED g AND WINDOWS TO BE PAINTED (TYP., 1gyp.) ISRAEL RESIDENCE �l NEW ANDERSEN NEW ANDERSEN NEW RED CEDAR SHINGLE 31DING, PAINTED OR STAINED 55 ORIOLE DRIVE 400 400 SERJE5 EXISTING GARAGE DOOR TO REMAIN ; - I TW 2032 C 235 CASEMENT SOUTHOLD, NY H971 NEW ANDERSEN - - - - - - - - - - - - - - - - - - - - - - - - - - - 4007nfM- - - - - - - - TW 2G5G EGRESS PROJECT TITLE INTERIOR S 1 D E ELEVATION (EAST) RENOVATIONS SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED DRAWING TITLE ELEVATIONS 23 SEPTEMBER,2oig SCALE i o" DRAWING NO. ISSUES REVISIONS ——------------- ------F-1 EXISTING EXISTING ROOF NEW CLOSED CELL SPRAY-IN FOAM ROOF oof G R TO REMAIN TO REMAIN IN56LATION IN EXISTING RAFTERS R-49 ORAS MUCH AS POSSIBLE NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN 400 SERIES 400 SERIES 400 SERIES (2)TW 20310 TW 28310 TW 28310 TEMPERED GLA55 TEMPERED GLA55 -T-( ) 2x8 HEADER(ryp.) ----------- NEW 3,v2" FLAT AZEK CASING AROUND ALL EXTERIOR DOORS NEW 2x6 CONSTRUCTION AND WINDOWS TO BE PAINTED 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) NEW RED CEDAR SHINGLE SIDINGk , 9 R-15 BATT INSULATION CO PAINTED OR STAINED ENCLOSE EXISTING BREEZEWAY NEW ANDERSEN NEW FLOOR TO BE LEVEL WITH 400 SERIES EXISTING TW 20210 TEMPERED GLA55 FLOOR TO BE LE EL WITH EXISTING NEW 2x8 FLOOR JOISTS @ 16"O.C. ON TOP Of EXISTING SLAB -------- K-19 BATT INSULATION EXISTING SLAB TO REMAIN SECTION A. r-1 FLt SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED 16 SEPTEMBER,2019 io SEPTEMBER,2oi9 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oi9 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. EXISTING CHIMNEY TO REMAIN �0? Bay Ave. Greenport NY in co@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. �ERED Ape 1 NEW ANDERSEN 400 SERIES 34A ENTRY DOOR NEW 5TRAIGHTLINE FULL PANEL 175 W/5IDEIJGHT5 NEW ANDERSEN 400 SERIES NEW ANDERSEN NEW 3068 FRONT DOOR TW 2632 CLIENT OWNER 400 SERIESWITH 51DELIGHT5 (2)TW 2852 EGRESS TOTAL OPENING TO BE 6'-0• ISRAEL RESIDENCE NEW RED CEDAR SHINGLE SIDING, NEW 3y" FLAT AZEK CASING I j L PAINTED OR STAINED NEW 3Y2" FLAT AZEK CASING 55 ORIOLE DRIVE AROUND ALL EXTERIOR DOCKS F IF 7 � I � i i AROUND ALL EXTERIOR DOORS SOUTHOLD, NY 110']1AND WINDOWS TO BE PAINTED AND WINDOWS TO BE PAINTED (Tyr.) NEW RED CEDAR SHINGLE SIDING, REMOVE EX15TING NEW RED C EDAR 5H INGLE SIDING, gyp.) PAINTED 0 STAINED REMOVE EXISTING PAINTI'D OR STAINED WINDOWS IN THIS WINDOWS IN THIS AREA ARfA PROJECT TITLE INTERIOR RENOVATIONS DRAWING TITLE SIDE ELEVATION (WEST) ELEVATIONS SCALE: 1/4' = P-0' SECTION EXISTING EXCEPT AS NOTED 23 SEPTEMBER,2oig SCALE 1/4"=l'-0" DRAWING NO. Aft A4 ISSUES/REVISIONS EXISTING GARAGE II II II II II II II II II II it II II it II II THESE PLANS ARE AN INSTRUMENT OF \\ / SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL I I BE PROSECUTED I I 2oi9 ALL RIGHTS RESERVED REMOVE EXISTING I I LAUNDRY < REMOVE EXISTING WINDOW \ REPAIR AND PATCH AS \—T1 NECESSARY Robert I. Brown Architect, P.C. I I I II II , I II u , , I I I I 2oBax Ave. Greenport NY r————————— I , I I I I in?o@ribrownarchitect.com I i I i 631-477-9752 EXISTING BEDROOM I 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, L———_— UNLESS ACTING UNDER THE DIRECTION OFA r 1 I LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I I EXISTING DINING ROOM , I I , I I THIS DRAWING IN ANY WAY.ANY AUTHORIZED EXISTING KITCHEN I I L-_- I ALTERATION MUST BE NOTED,SEALED,AND L---- DESCRIBED IN ACCORDANCE WITH THE LAW. I II I II I DOWN fi ED Aq y/ REMOVE EXISTING WINDOW5 ________ g I C I DOWN --------------- REPAIR AND PATCH AS -------- g5'O FC7 I ( NEW BETTER HEADER#15 NECESSARY QO (2) 2x 10 w 112"PLT __= SUPPORT EXISTING CEILING AT LOAD BEARING WALL \' c 6 A Pk- ,* NE�y0 EXISTING BEDROOM 2 CLIENT/OWNER ISRAEL RESIDENCE EXISTING LIVING ROOM 55 ORIOLE DRIVE UP SOUTHOLD, NY ug71 PROJECT TITLE INTERIOR RENOVATIONS DRAWING TITLE DEMOLITION PLAN SECOND FLOOK DEMOLITION FLAN DEMOLITION PLANS SCALE: 114"= P-0" SCALE: 1/4" = P-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED 23 SEPTEMBER,2019 SCALE 1/4"=i o" DRAWING NO.