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HomeMy WebLinkAbout48998-Z o�Og�FfUlKIpG. Town of Southold 10/24/2023 y P.O.Box 1179 53095 Main Rd ap�F�Cr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44685 Date: 10/24/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2425 Horton Lane, Southold SCTM#: 473889 Sec/Block/Lot: 63.-1-1.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/29/2028 pursuant to which Building Permit No. 48998 dated 3/8/2023 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: single family dwelling with unfinished basement, covered front entry and rear stoop as applied for. The certificate is issued to Peconic Land Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0198 4/19/2023 ELECTRICAL CERTIFICATE NO. 48998 10/17/2023 PLUMBERS CERTIFICATION DATED 10/11/2023 GeprZe Berry, J u hori Signature �SUFFQt,r TOWN OF SOUTHOLD BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48998 Date: 3/8/2023 Permission is hereby granted to: Peconic Land Trust PO BOX 1776 Southampton, NY 11968 To: Demolish an existing single family dwelling, construct a new foundation, and move a single family dwelling from another parcel as applied for per SCHD and Southold Town Land Preservation Commission approval. Replaces BP #45103. At premises located at: 43600 Route 48, Southold cQ AULez-ls `a SCTM #473889 �1 y'zs V�01+on L-kn-2 Sec/Block/Lot# 63.-1-1.11 Pursuant to application dated 3/8/2023 and approved by the Building Inspector. To expire on 9/6/2024. Fees: PERMIT RENEWAL $339.00 Total: $339.00 Building Inspector :sem TOWN OF SOUTHOLD °�osuFFQt,�o BUILDING DEPARTMENT � Gy" a 4' TOWN CLERK'S OFFICE CO 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#: 45103 Date: 8/13/2020 Permission is hereby granted to: Peconic Land Trust PO BOX 1776 Southampton, NY 11968 To: Demolish an existing single family dwelling, construct a new foundation, and move a single family dwelling from another parcel as applied for per SCHD and Southold Town Land Preservation Commission approval. Replaces BP#42846. At premises located at: 43600 Route 48, Southold SCTM #473889 Sec/Block/Lot# 63.-1-1.11 Pursuant to application dated 8/13/2020 and approved by the Building Inspector. To expire on 2/12/2022. Fees: PERMIT RENEWAL $339.00 Total: $339.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42846 Date: 7/9/2018 Permission is hereby granted to: Peconic Land Trust PO BOX 1776 Southampton, NY 11968 To: demolish an existing single family dwelling, construct a new foundation, and move a single family dwelling from another parcel as applied for per SCHD and Southold Town Land Preservation Commission approval. At premises located at: 43600 Route 48, Southold SCTM # 473889 Sec/Block/Lot# 63.-1-1.11 Pursuant to application dated 6/29/2018 and approved by the Building Inspector. To expire on 1/8/2020. Fees: DEMOLITION $339.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $578.00 Total: $917.40 r Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.100` G Date. flipI�` a New Construction: Old or Pre-existing Building: (check one) Location of Property: 143(o� 9 , >`i 10-1 ( 6_'n^9 oaev>49 4A•J House No. Street Hamlet Owner or Owners of Property: �fre-k(�C� Lpry,) > TQL7S�' Suffolk County Tax Map No 1000, Section 3 . Block Lot Subdivision Filed Map. Lot: ---" Permit No. Date of Permit. Applicant: �`t,C ��C, V p :),f T' — Health Dept. Approval: _-Tl)t4e .. Underwriters Approval: Planning Board Approval: UPC Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o. Upplicant Signa e pF SO!/ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 COUm'�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic Land Trust Address: 43600 Route 48 City:Southold St: NY zip: 11971 Building Permit#: 48998 Section: 63 Block: 1 Lot: 1.11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 41 Ceiling Fixtures 13 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 2g 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Hood, Fridge, Oven, DW, 200A Panel 54 Circuit/ 30 Used Notes: House Moved & Rewired Inspector Signature: Date: October 17, 2023 S.Devlin-Cert Electrical Compliance Form •- - �o��p�50UPyo . Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTAMM TOWN OF SOUTHOLD i CERTIFICATION i - J f Date: 3 p Building Permit No. T S Qq S Owner: —�— (Please priint) �f Plumber: lease print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% { lead. umbers Si attire) Sworn to before me this day of 0 , 20 Notary Public, Kcounty VICKI t BERRY- . Notary P.ubi'ic-State of NeW York Nm 01 BE6070081 { 'Quaiafeid,in Suffolk Coity Commission expires 7 l ! ��- l OF SOUI�o TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION. [ FOUNDATION 1ST Alb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: MA PAAw�- © � = 4�k WN Q� Y� DATE 1111fW1 INSPECTOR t of sour # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm NF'' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATIO1 N [ ] CAULKING REMARKS: DATE INSPECTOR aso0THp�D �r 0 00 CR L f # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: B &, !conn lam' _ec( ` r J�aw C o DATE INSPECTOR w * # TOWN OF SOUTHOLD BUILDING DEPT. °lycourm ' 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ,] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �1 �Vovin r V DATE INSPECTOR 50UlyO� V # # TOWN WN OF SOUTHOLD BUILDING DEPT. G �o cou631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ KFINAAL LATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: i �A t1�omli!�AD h �5�mS� ZkAvlC, CCA/V&A—C 1Dl l DATE 3 INSPECTOR 50GTyOlo � ia a " L a - - # # TOWN OF SOUTHOLD BUILDING DEPT. Murm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) / ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]_ PRE C/O [ ] RENTAL REMARKS: DATE �` INSPECTOR • • • - • AmQ1['��'�"�" � • �,;�.� � �� tom'��, - !'u'!l.:�> -� ; FOUNDATION(1ST) A PIN 'FOUNDATION (2ND) 'a IRA MERV tKi PLUMBING INSULATION PER N.Y-. STATE �! I ENERGY •D • 1777/ GL , ������I����~►:����'�►, .' /. /Illi u �� � C - .�• �►] .iWjj; ' lV'1I���'I� ADDITIONAL COMMENTS �JG_�l�G��I', ._� ._ .'mow► �. , ����� ' �UfG3�J ' PM C ! !, AM' I► • mai • TOWN bF SOT.THOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN FALL Board of Health SOUTHOLD,NY 11971 —4 sets of Building Plans TEL: (631) 765-1802 —Planning Board approval FAX: (631) 765-9502j //' -Survey Southoldtownny.gov PERMIT NO. (/ Check —Septic Form N.Y.S.D.E.C. Trustees _C.O.Application W&01Flood Permit Examined '20 Q '$ 'w '`.�� Single&Separate • OlQrg Truss Identification Form —Storm-Water Assessment Form �l�l� it►„ Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration 1� Building Inspect Q � D 2018 APPLICATION FOR BUILDING PERMIT Date �� ,20 I1�G pBPT• INSTRUCTIONS ��� ,KOVO4Wcation 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 admit authorized inspectors on premises and in building for necessary inspections. V. (Signature of appli t or name,if a corporation) 'beak 1'11(p , S0J_N*TQW04 \(Y 1101 a9� ;KID..l�m7oT )Y: (Mailing addre s of applicant) 11166 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ®Ls�'�`C.�L Name of owner of premises � �,r i�c— LSO (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer JON-( )(. 44• 401,SW (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Mcl ffe. : S0C-; o _V, Cj � 51Y 1$1+ f,*J(0,*4f_g_P_: 1.14 %-ro ', orf 1911 1. Location of land on which proposed work will be done; �A%6D RT� +-lam 19-11 19gf1 ►IJfZTb�'s House Number Street Hamlet County Tax Map No. 1000 Section Block l Lot 1 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 ESQ Ozl N T1 A �. b. Intended use and occupancy �St��tiSTI 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work rnr%f4. (Description) 4. Estimated Cost t i m cgn p.a d 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. C-R O 7. Dimensions of existing structures, if any: Front oR4- '4 Rear T Depth 30.yQ Height AS' Number of Stories 9... Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front .9 Rear 35 .9 Depth Q-7.9 Height 0?5 Number of Stories JIQL 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner '*7ron3 11. Zone or use district in which premises are situatedt��OgTC 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO �:F r %c; ate 0*"%P t*j 2v 14.Names of Owner of premises l.PnA1D jv&h Si, lddress s -tHPhone No.10SI—0R3-01q5 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ->I, * 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 X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. %e*- AITIAMA4W 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. A 18. Are there any covenants and restrictions with respect to this property? *YES x NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5U o L4,r�1 c V. �A A L�5cq being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CGC,L't?bg4cp�� (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 2-g day of T, �K�a 20_1!&_ Notary POMME A.CALL0 Signature Applicant Notary Public,State of New York . No.OW5035908 Quafdied in Suffolk County Commission Expires 1 U14/20 G DEPARTMENT- Electrical BUILDING Inspector O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 p� �'VNtq�flelephone (631) 765-1802 - FAX (631) 765-9502 1 � '050� roper.rich ert(cD-town.southold.ny.us APVCICATION FOR ELECTRICAL INSPECTION 'EQUESTED BY: J<tr I T11- Date: Company Name: —,t,�, UC7?t {Jc Name: Xe-t Tf License No.: 3 Vogl — n N email: 01441 n u-il eas 2V4 koo . . Address: 13JO f g Sb u-r oc lo Phone No.: 631 — 26 S— JOB SITE INFORMATION: (AII Information Required)* Name: vN Address: y .a ,C2. y S Cross.Street: (lo2%a�S Phone No.: ,3 Bldg.Permit email: 14 m .0 —1 oo. Tax:Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please -7 Print Clearly) , l ✓�� Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# Address: Switches I Outlets GFI's Surface Sconces 1 HH's UC Lts U Fans Fridge HW Exhaust I m Oven Dryer Smokes. Servic e • _ . ..Carbon Micro 60nerator Transfer Combo Cookto p . AC AH Mini . ij Special: Comments: 1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 202 Town Hall Annex - 54375 Main Road - PO Box 1179 °0 �• 2Southold, New York 11971-0959 V'�,,� 'elephone (631) 765-1802 - FAX (631) 765-9502 roger.rich erl(cDtown.south old.ny.us APKfCATION FOR ELECTRICAL INSPECTION REQUESTED BY: 14�I TIF Date: Company Name: �,�, 5.� c'7?? I QC License No.: ynG�j t, email: , c� { .2 40 , Address: 1320 (eie-y,-�Y` So u7[-(C'C Phone No.: 631 - rX S— JOB SITE INFORMATION: (All Information Required) Name: f, OA- ` AL"R- Address: 93 6,06 SC/L y S ov�_40LO Cross Street: (4021 DSS Phone No.: BIdg.Permit#: qL/dam email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) l Cao .S Gd }— Are'uo Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAsIX t ��°SUFFQIr�G STO�I[�IMMA'7C'IEIK Scott A. Russell SUPERVISOR MANAGEMENT „SOUTHOLD TOWN HALL-P.O.Box 1179 u A 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑M C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 2 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El t] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: District NAME: k� ut 0('1 Ih V•ff N i E N Section Block Lot Q y ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information ��Q* �+OHO jl'J R.kenos"m�,i _ Reviewed By: W — — — — — — — — — — — — — — — — [,Property Date: Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �'�'3mr��L, c Stormwater Management Control Plan Not Required. IL %JTHC��`►jkq 1( �l-1 1 Stormwater Management Control Plan is Required , (�,o �pL+q �s cL, (Forward to Engineering Department for Review.) FO\RMS`# SM`ClP-1-TOS MAY 2014 OFFICE LOCATION: MELISSA A. SPIRO -`` Town Hall Annex LAND PRESERVATION COORDINATOR �Q`� p/_ 54375 State Route 25 melissa.spiro@townsouthold.ny.us Y! (corner of Main Road& Youngs Avenue) Southold, New York Telephone(631)765-5711 Facsimile(631)765-6640 MAILING ADDRESS: P.O. Box 1179 ' Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD i a November 22,2017 Holly Sanford,Project Manager Peconic Land Trust,Incorporated P.O.Box 1776 Southampton,NY 11969 d: Re: Cleo's Corner—43600 County Road 48, Southold SCTM#1000-63.-1-1.11 & 1000-63.-1-1.12 Replacement of Dwelling and Improvement Dear Holly: The Land Preservation Committee members in accordance with Section 70-5C.(2)[3]of the Town Code and the Correction Deed of Development Rights(recorded 10/6/2006,Liber 12472,page 830),reviewed the request 4" made initially at the September 19,2017 LPC meeting,and as described in your correspondence of November 8, 2017 for improvements on property on which the Town holds a development rights easement.The request,as outlined in the letter,is to demolish and replace the existing dwelling with either a modular or historic house and to install improvements necessary to connect to public water. The residential structures and improvements were in existence at the time the development rights were purchased and the recorded correction deed clarifies the reserved rights applicable to the residential structures and improvements on the property. At their regular meeting held on September 19,2017,the Land Preservation Committee members reviewed your request which is documented in your November 8,2017 correspondence,and found that the request to demolish and replace the existing dwelling with either a modular or historic house and to install improvements necessary to connect to public water is consistent with the terms of the recorded easement. Please note that the Committee's review of the uses within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies.The Committee's review allows you to proceed with pursuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding this request. Sincerely, Me is"sa SpiroT Land Preservati4Coordi4 (jr MS:md encs: applicant's request dated 11/8/2017 recorded correction deed cc: Building Department w/request i PECONIC LAND TRUST 1 November 8,2017 Ms.Melissa Spiro Land Preservation Coordinator i Department of Land Preservation Town of Southold P.O.Box 1179 Southold,New York 11971-0959 RE: 43600 County Road 48,Southold j SCTM#1000-63-1-1.11 &1000-63-1-1.12 Replacement of Dwelling and Improvement Dear Ms.Spiro, t The Peconic Land Trust is demolishing and replacing the residential structure at 43600 County Road 48. In accordance with the Deed of Development Rights(easement)we are seeking to replace the existing dwelling with either a modular or historic house. Both structures would be located on the existing footprint site and adhere to the stipulations set forth in the easement. In addition the Department of Health requires the property's drinking water well be replaced with public water. In order to replace this improvement,the Trust will need to install a 1"pipe along the property line from the Suffolk County Water Authority water main on Route 48. This installation will be kept outside the actively cultivated farmland. The Peconic Land Trust respectfully requests your approval to proceed with the demolition and replacement of the existing dwelling as well as the installation of the SCWA improvement. Sincer ly, nn I� ((��II��'lR��'��� Ho ly o Project Nana r NOV 2 1 2017 ; DEPT.G lAf D PriE �f�V�tTi�lri ; _ 296 HAMPTON ROAD I P.O. BOX 1776 1 SOUTHAMPTON,NY 11969 1 TEL: 631.283.3195 1 FAX: 631,283.0235 www.peconiclandtrust.org 1 Cleo's Corner —Demolish and Rebuild Residential House SCTM#1000-63-1-1.1 & 1.2 The Peconic Land Trust is rebuilding and replacing the existing dwelling and site improvement at 43600 Route 48/1999 Horton's Land, Southold, NY. The single property is identified as two (2) tax parcels 1000-63-1-1.1 & 1.2,because it is subject to a deed of development rights with the Grantor reserving the right to use residential structures and site improvements as described in the Correction Deed dated 2006. Peconic Land Trust is seeking to exercise this right in accordance with the terms. It has been determined by a licensed engineer that due to the condition of the existing dwelling, "...it would be more cost effective to demolish the house," and replace it. The deed stipulates that in the event of demolition and rebuild, the replacement structure shall be sited on the identical footprint and retain the structural size (footprint 887 sq. ft.). However, the Correction Deed also specifies that in the event of demolition and rebuild the Grantor reserves the limited right to relocate the footprint of the structure. As the front enclosed porch and rear extension cannot be replicated, the residence has been designed to conform to the footprint size (footprint 878.4 sq. ft.) situated over the existing footprint location. This reconfiguration maintains the forty-nine point nine feet (49.9') side yard setback, as stipulated in the deed, positions the structure so as not to exceed the Southold Town Code minimum setback while placing it at a reduced setback of twenty-eight point three feet (28.3') permitted by the Correction Deed. Cleo's Corner—Demolish and Historical Residential House SCTM#1000-63-1-1.1 & 1.2 The Peconic Land Trust is replacing the existing dwelling and site improvement at 43600 Route 48/1999 Horton's Land, Southold,NY. The single property is identified as two (2) tax parcels 1000-63-1-1.1 & 1.2,because it is subject to a deed of development rights with the Grantor reserving the right to use residential structures and site improvements as described in the Correction Deed dated 2006. Peconic Land Trust is seeking to exercise this right in accordance with the terms. It has been determined by a licensed engineer that due to the condition of the existing dwelling, "...it would be more cost effective to demolish the house," and replace it. The deed stipulates that in the event of demolition, the replacement structure shall be sited on the identical footprint and retain the structural size. However, the Correction Deed also specifies that in the event of demolition and replacement the Grantor reserves the limited right to relocate the footprint of the structure. The Peconic Land Trust has been approached to assist in the preservation of an historic house circa 1747. Part of the preservation requires the house to be moved from its current location. Being that the footprint size is (980 sq. ft.), only (103 sq. ft.) greater than the existing dwelling's footprint size of(887 sq:ft.), we are requesting the approval to land the house on the present footprint site. The house would be situated to maintain the forty-nine point nine feet(49.9') side yard setback, as stipulated in the deed, positioned so as not to exceed the Southold Town Code minimum setback and placed at a reduced setback of twenty-eight point three feet (28.3') which is permitted by the Correction Deed. The approval or this relocated structure would not only provide replacement of the residential structure,but preserve a pre-revolutionary home which represents the heritage of Southold Town. Cleo's Corner— SCWA Public Water (Improvement) Installation SCTM#1000-63-1-1.1 & 1.2 The Peconic Land Trust is rebuilding and replacing the existing dwelling and site improvement at 43600 Route 48/1999 Horton's Land, Southold, NY. The single property is identified as two (2) tax parcels 1000-63-1-1.1 & 1.2, because it is subject to a deed of development rights with the grantor reserving the right to use residential structures and site improvements as described in the Correction deed dated 2006. Peconic Land Trust is seeking to exercise this right in accordance with the terms. The Department of Health did not approve the replacement of the existing well with a new well for the proposed residential structure because the parcel abuts a SCWA source and does not meet its exemption criteria for reestablishing a well. The DOH now requires, under current regulations and ordinances, a public water source for the residential structure. In order to provide drinking water to the residential portion of this land, the Peconic Land Trust will need to install a 1" service line from the closest SCWA source on County Road Route 48 to the residential structure. In order to conform to this regulatory stipulation as permitted by the Deed stated in the "replacement and improvement" language, the pipeline will be located four (4) feet deep and run one (1) foot inside the property line, outside of the existing deer fence, along Horton's Lane, so as not to impact the farm land and its use. Please see (exhibit A) RECORDO rumbcr of pages 2006 Oct 06 09:16:20 11M � ! TORRENS Judith R. Pascale, CLEW OF Serial N 51FFOIX C() r? L D00012472 Certificate N P 830 DTI 06-OMW Prior Cd.N Deed.Mortgage Insumment Decd I Mortgage Tax Stamp Recording I Filing Stamps ^� 3 FEES Page/Fling Fee = Mortgage Amt. _ _ I.Basic Tax Handling 5._0Q_ 2.Additional Tax ' TP-564 5 Sub Total So Spec./Assit. Notation or -- E?.-5217(County) � Sub Total 3 7 O Spec./Add. TOT.MTCx TAX _ EA-5217(Slate) 11U� Dual Town____ Dual County_ R P.T.5A. 33 Held for Appointment TransferTax js Comm.of Ed" 5. 00 s Mansion Tax - _ ^, AfTidavt • 1 e property coatn�el by m this otgagc is - y� Th or will be improved by a one or two _ Ce_ttificd.C_upy �• ao family dwelling only. I DO YES or NO Ree.Copp y Sub Total �(� if NO.see appropriate tax clause on Other J Grand Total page# of this' uume t I 1000 063.00 01.00 001.007 4 District Section Block Lot 5 Contin it Prescrralion Fuod Real 06034799 x000 06300 0100 0011007 Consideration Amount S o Property F T S CPF Tax Dye S_ I ° Tax Service Agency t/t7 Improved Verification Vacant Land 6 Sadsfaction/Discharges/Release List Property Owners Mailing Address TD RECORD&RETURN TO- PATRICIA A. FINNEGAN, ESQ_r TOWN ATTORNEY TO TOWN OP SOUTHOLD P.D. Sox 1179 TD Southold, NY 11971-0959 ri 7 Title Company Information 1 , � Co,Name N n Title N j 8 Suffolk County Recor(Ung & Endorsement Page This page forms part of the attached__r_narrt•r••rTnrr nuvn nr DYY•BI.OAKSti-T-Ar-G)tT-G mace by: (SPECIFY TYPE OF INTSTRUM ENT j [ I The premisis herein is situated in THOMAS J_ HUBBARD SUFFOLK COUNTY.XEIVYORK_ TO In the Towachip or SOUTHOLD • TOWN OF SOUTHOLD In the VILLAGE SOO'TttOLD or HAMLET of' b BOXES 6 THROUGH S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RCCORDING.OR F1I-ING rnvrrl CORRECTION DEED OF-DEVELOPMENT RIGHTS ( ! This document shall serve to correct the Deed of Development Rights recorded on December 28,2000,in Liber D00012093 at Page 056 as it pertains to Suffolk County Tax Map Number District 1000,Section 063.00, Block 01.OD,Lot 001.007. The required corrections are as follows: (1)there is an error in the legal description for this parcel; (2)the-legal description failed to reference the residential structures existing at the time of the i recording of the development rights deed;and (3)the deed failed to contain the required language reserving Grantor's rights to use,alter, maintain,etc. I r, the residential structures. - THIS INDENTURE,made this Z day of September,2006,between Thomas i J.Hubbard,residing at 9 Lcbget Road,Bronxville,New York,party of the first part, AND the TOWN OF SOUTHOLD,a municipal corporation having its office and I - I._ principal place of business at 53095 Main Road,Southold,Town of Southold,County of iSuffolk and State of New York,party of the second part; WITNESSETH,that the party of the fust part,in consideration of One Dollar and l j other good and valuable consideration paid by the party of the second part, I i DOES I IEREBY GRANT AND RELEASE unto the party of the second.part,its ( � successors and assigns forever,THE DEVELOPMENT RIGI ITS,by which is meant the i j permanent legal interest and right,as authorized by Section 247 of the New York Slate iGeneral Municipal Lav,as amended,to permit,require or restrict the use of the premises i exclusively for open space or agricultural production as that term is presently defined in Chapter 70 of the Town Code of the Town of Southold,and the right to prohibit or restrict the use of the premises and any structures thereon for any purpose other than as ; F open space or agricultural production,to the property described as follows: ' I ALL that certain plot,piece or parcel of land with the buildings and .- improvements thereon erected,situate,lying and being at Southold,Town of Southold. County of Suffolk,and State of New York,being bounded and described as follows: , t 1 f_. BEGINNING at a point on the westerly line of Hottons Lane,said point or place of beginning being south 79 degrees 37 minutes 00 seconds East,a distance of 34.65 feet from the southerly line of Middle Road; RUNNING THENCE from said point or place of beginning in a southerly direction along the westerly line of Hortons Luc south 23 degrees 00 minutes 00 seconds East,a distance of 281.84 feet to a point and lands now or formerly of Francis Conway l and Town of Southold;- THENCE along lands now or formerly of Francis Conway and Towrt of Southold i south 54 degrees 25 minutes 40 seconds West,a distance of 381.29 feet to a point and lands now or formerly of Anne Hubbard; THENCE north 35 degrees 34 minutes 20 seconds West,a distance of 300.00 feet to n point and the southerly line of Middle Road(C.R.48); ! THENCE north 54 degrees 25 minutes 40 seconds East along the southerly line of Middle Road(C.R.48),a distance of 418.48 feet to a point; THENCE south 79 degrees 37 minutes 00 seconds East,a distance of 34.65 feet to the POINT OR PLACE OF BEGINNING. r TOGETHER with the non-exclusive right,i f any,of the party of the first part as to the use for ingress and egress of any streets and roads abutting the above described , I - I i premises to the center lines.lhereof. r TOGE'T'HER with the appurtenances and all the estate and rights of the party of the first part in and to said premises,insofar as the rights granted hereunder are concerned. TO HAVE AND TO HOLD the said Development Rights in the premises herein granted unto the party of the second part,its successors and assigns,forever; AND the party of the first part covenants that the party of the first pari has not done or suflcred anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. The party of the first part,as a covenant running with the land in perpetuity, further covenants and agrees for the party of the first part,and the 2 i , r heirs,legal representatives,successors and assigns of the party of the first part,to use the I ' premises on and atter the date of this instrument solely for the purpose of open space or agricultural production. 1 , AND the party of the first part,as a covenant running with the land in perpetuity, II further covenants and agrees for the party of the first part,and the heirs,legal representatives,successors and assigns of the party of the first part,that the parcels of real property described herein are open lands actually used in open space or bona tide agricultural production as defined in GML Section 247 and shall remain open lands F; actually used in open space or bona fide agricultural production. This covenant shall run is with the land in perpetuity. f� - ! AND the party of the first part,covenants in all aspects to comply with Section 13 of the Lien Law.as same applies with said conveyance. THE party of the first part and the party of the second part do hereby conversant L and agree in perpetuity that either of them or their respective heirs,successors,legal representatives or assigns,shall only use the premises-on and after this date as open space or for the purpose of such agricultural production and the grantor covenants and agrees 17 that the underlying fee title may not be subdivided into plots by the filing of a subdivision L 1 . map pursuant to Sections 265,276 and 277 of the'town Law and Section 335 of the Real Property Law,or any of such sections of the Town or Real Property Law or any laws replacing or in furtherance of them.The underlying fee may be divided by conveyance or I_ devise of parts thereof to heirs and next of kin,by gift or will or by operation of law.or to j other persons with written recordable consent of the party of the second part. This covenant shall run with the land in perpetuity. i _ 3 I / . r The Grantor reserves the right to use the residential structures on the li protected property,but only those which were in existence and use prior to and at the time of the granting of this easement,solely for residential purposes. In i - connection with such.residential use,Grantor may demolish,construct,modernize, r". �_. alter,maintain,or,in the event of material damage or destruction,replace,only ( those buildings and other site improvements that are in existence on the date of this Conservation Easement. Any such replacements or improvements shall be sited on the identical footprint of the structure existing at the time of the granting of this easement,and the size,height,and design of any exterior construction,renovations or replacement shall be subject to the prior written approval of Grantee. Grantor i also reserves a limited right to relocate the footprint of the structures in the event of 1... demolition and rebuilding. In such event,Grantor shall maintain the existing side yard setback of 49.9+feet and shall locate the structure at the minimum required j front yard setback from llortons Lane pursuant to the Southold Town Code. In I such event,the front yard setback shall not exceed the minimum setback required under the Southold Town Code,but upon obtaining any and all necessary regulatory permits,variances or other approvals,may be located at d reduced setback or the setback of the existing,structure. Grantor's reservation hereunder is n " i subject to its agreement to accommodate other local zoning or regulator,requests for such replacements and improvements as are required to conform to current regulations and ordinances. i Nothing contained herein shall prohibit the sale of the underlying fee or,any portion thereof. i ► I rl 4 n (� THE word"party'shall be construed as if it reads"partite"whenever the sense of this indenture so requires. rl THE party of the first part,the heirs,legal representatives,successors and assigns of the party of the first part covenants and agrees that it will(a)not generate,store or dispose of hazardous substances on the premises,nor allow others to do so;(b)comply with all of the Environmental Laws;allow party of the second part and its agents reasonable access to the premises for purposes of ascertaining site conditions and for I ` inspection of the premises For compliance with this agreement. This covenant shall run with the land in perpetuity. THE party of the first part,his heirs,legal representatives,successors and assigns I '. of the party of the first part covenants and agrees that he shall indemnify and hold party I of the second part and any of its officers,agents,employees,and,their respective i successors and assigns,harmless from and against any and all damages,claims,losses, liabilities and expenses,including,without limitation,responsibility for legal,consultin& engineering and other costs and expenses which may arise out of(1)any inaccuracy or I misrepresentation in any representation or warranty made by seller in this agreement;(2) the breach or non-perl'ormance of any convenanls required by this agreement to be iperformed by the party of the first part,either prior to or subsequent to the closing of title herein;or(3)any action,suit,claim,or proceeding seeking money damages,injunctive relief.remedial action,or other remedy by reason of a violation or non-compliance with I ; n any environmental law;or the disposal,discharge or release of solid wastes,pollutants or hazardous substances;or exposure to any chemical substances,noises or vibrations to the j extent they arise from the ownership,operation,and/or condition of the premises prior to I r_t , I 5 I ' or subsequent to the execution of the Deed of Development Rights. This covenant shall run with the land in perpetuity. AS set forth in Chapter 17 and Chapter 70 of the Town Code of the Town of Southold DEVELOPMENT RIGHTS acquired by the Town pursuant to the provisions-of those Chapters shall not thereafter be alienated,except upon the affirmative vote of a majority of the Town Board after a public hearing and upon the approval of the electors I . of the Town voting on a proposition submitted at a special or biennial town election. No r- - subsequent amendment of the provisions of these Chapters shall alter the limitations imposed upon the alienation of development rights acquired by the Town prior to any ' such amendment. This covenant shall run*ith the land in perpetuity. I It is further agreed between the grantors and the Town of Southold that,in I— addition to the Town of Southold having the right to enforce the covenants and I i restrictions contained herein the grantors,his heirs,assigns or legal representatives shall I have the right to enforce the covenants and restrictions contained herein. IN WITNESS WHEREOF,the party of the first part has duly executed this decd the day and year first written above. (� Seller. Thomas.).Hu and i Purchaser: TownofS hold By: Scott A.Russell,Supervisor I� ` 6 i ' STATE OF NEW YORK ) )ss: - �_ ; COIJ'N ry OF Nc.,,i,YnCiL.l On the eday ofL. C ,2406,before me personally appeared i TL•IOMAS J.HUBBARD,personally known to me or provided to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within r- instrument and acknowledged to me that he executed the same in his capacity,and that by l his signature on the instrument,the individual,or the person u on behalt'of which the ' individual acted,executed the document. � DYM C McOUEN I Not my Pubric.state of NewYctk 1V N0.01MC605" Notary.Tublrc Cual6ted in Mewvork County STATE OF NEW PORK ) r , COUNTY OF SUFFOLK On the—V"-day of_ 2006.before me.personally appeared SCOTT A.RUSSELL,personally known to me or provided'to me on the basis of �. satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to ntc that ho executed the same in his capacity,and that by his signature on the instrument,the individual,-or the person upon behal f ofwhich the individual acted.executed the document. ' •notaryui' 4lic LINDA COOPER ! NOTARY PUSUC,State or New York No.0=4=563,5urlalk Cou y Term Expires December 31,20t 2c 1 I ' 7 SURVEY OF PROPERTY GB A T SO UTHOLD 14� TO WN OF SO UTHOLD w w a w s, „ SUFFOLK COUNTY, N. Y. 1 PROPOgED �'AT R w w Ji�15500 E 1000-63-01-1.11 & 1.12 - \ v SEPTEMBER C�� QPM -w SCALE: 1"=30' P'� o� MAY 4, 2017 �o"� � \, 5, 2017 (PROPOSED HOUSE) OCTOBER 18, 2017 (REWS/ONS) MAY 14 2018 (PROPOSED BUILD/NG) L114Lr \�_t`\v\lo / \ Yy' "tL �S%1`•• HL.�d9 t.3 li 4•L.'•�'Y�4 "a w�•i PLT:":IT FOR APPrIOeL�:�L (;,,. e.,..;. E°C) RA I!°�G L E s; ;„L i i s `;C„C W. -4 DATE I RAIN RUNOFF CONTAINMENT e �00 � FOR 1! At 3;tiIIlI3 L \ EXP)RES THR72E YEAF,- FR DA E 0FAPPRO PROP05ED HOU5E + PORCH = 1041FT. 'A VAL 1041 X 1 X 0.17 = 177 GU.FT. 177/42.2 =4.2. VF / d�\"i� Te:. ``q .,, 2 L ins \ 6n� er-- 'N�, V10 J £'azpi ec l 1 l(Q )P-0PROPOSED DRIVEWAY (DERV IOU5) = 360 5Q.FT. 360 X 0.8 X 0.17 - 49 GU.FT. 49/42.2 - 1.2 VF 5.4 VF 0 F a PROVIDE (1) DRY WELL 8'� X 6' DEEP 1� 'vv p \ p A`" r��i21II ~� 1 C?:ivtt�I?Su :'L r rrsn tY m— OR EQUAL 0 �* . Carl•f3A-1s�n'jCC . ' �� r7 '� �* L • 0 / h p �\J +�* lc! d form, " tnvicS proof DRY WELL CONNECT TO GARAGE Ca1� GP7ZWITH GUTTERS + LEADERS F� �r' Q C9p PKOP05ED 5EPTIG 5Y5TEM 3 DEDROOM HOU5E PR ��4�+� 2�9 OP. oT. PORCH R/O 1-PKEGA5T 1000 GALLON 5EPTIG TANK + /may 7 1-8� LEACHING POOL 12' DEEP // s�o / �s� \ _ i WITH 3' SAND DOLLAR 3' MIN. A60VE GROUND WATER An \� ���' . \ 5e� ....� hyh\� / V i 7 l mor. 7•� yy'', 'r� / 3T. y n. F.• TEST HOLE DATA � � \*\\ �*�+�*/* � cam MCDONALD GEOSCIENCE 11/20/02 �•, g-O 1, DARK BROWN LOAM OL p�� BROWN SILT ML 4'BROWN SILTY SAND ML (90 J * + UO \ + Q BROWN nNE TO MEDIUM SAND SP Fk, ' Q�OQ 17' NOTE NO WATER ENCOUNTERED e RE6AR p��� ® = MONUMENT ELEVAT I ONS REFERENCED TO NAVE) 55 �O THE LOCATION OF PUDLIG WATER, WELL5 AND GE55POOL5 SHOWN HEREON ARE FROM FIELD 0E55ERVATION5 AND OR FROM DATA 06TAINED FROM OTHERS. ADDITIONALLY TO COMPLY WITH 5A I D LAW THE TERM "ALTERED 13Y” MU5T 15E U5ED 5Y ANY AND ALL 5URVEYOK5 UTILIZING A DOPY OF ANOTHER5 •Dp 5URVEYOR5 MAP.TERM5 5UGH A5 "IN5PECTED" AND "6R0001-IT- TO- DATE" pc ARE NOT IN COMPLIANCE WITH THE LAW. hh I AM FAMILIAR WITH THE 5TANDARD5 FOR APPROVAL AND CONSTRUCTION OF SUBSURFACEOF rdEy.SEWAGE DISPOSAL SYSTEMS FOR .� y p' SINGLE FAMILY RESIDENCES AND WILL AIDE 13Y THE cJ T•It9ETre��, C,ONDITION5 5F_T FORTH THEREIN AND ON THE PERMIT TO GON5TRUGT ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �;-t.•:� OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. .,�'�\!f •� •` :�1� 618 EXCEPT AS PER SECTION 7209-SU6D I V I S I ON 2. ALL CERT I F I GAT I ONS 1000-63-01-1.11 AREA= 15220 SQ. FT. ` HEREON ARE VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF df� CONIE'SURI/EYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED - SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-17 1000-63-01-1.12 AREA= 108,820 SO. FT OT 2.498 ACRES 97 WHOSE SIGNATURE P,PPEARS HEREON. P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 17-034 4. SURVEY OF PR N OPERT Y A T SO UT HOLD e Zv 0 TO WN OF SO UTHOLD w SUFFOLK COUNTY, N. Y. / �OPOS� WATER 5 w 57g465 „E 1000-63-01-1.11 & 1.12 UPPL 3 V 'y SCALE: 1,9-300 MAY 4, 2017 v 10 �o SEPTEMBER 5, 2017 PROPOSED HOUSE OCTOBER 18, 2017 (REWS/ONS) �P sN MAY 14, 2018 PROPOSED BUILDING 0 � L �G RAIN RUNOFF CONTAINMENT QPM L PROPOSED HOU5E + PORGH = 1041FT. L 1041 X 1 X 0.17 = 177 GU.FT. 177/42.2 =4.2. VF N' \ / �ti1� PROPOSED DRIVEWAY (PERVIOUS) = 360 SQ.FT. 1ppp/6 360 X 0.6 X 0.17 - 49 CU.FT. 49/42.2 - 1.2 VF 5.4 VF P00 OF loz PROVIDE (1) DRY WELL 54 X 6' DEEPJQj��� �\\ -n * L OR EQUAL h�� P� `Z` ,�0 �-y• *00' L DRY WELL CONNECT TO GARAGE / X1`0�0�'O O OP��\ ��'o�� , ��� 70 WITH GUTTERS + LEADERS ' �oBJP, +�+ ��, �� + PKOP05ED 5EPT I G 5Y5TEM ,- 3 DEDROOM HOUSE i; +�'� 2�9 i =; PORCH 1-PREGA5T 1000 GALLON SEPTIC, TANK 1-8� LEACHING POOL 12' DEEP ---_`\ WITH 3' SAND COLLAR 3' MIN. A60VE p.� �+ r / / � co, L GROUND WATER PROP. °h��� a0� 30 i�; ;�A 1\0 't� �' L\`?�•�`�� ``-� Abd� ��C� TEST HOLE DATA McDONALD ECIENCE 11120102 `�•. DARK BROWN LOAM OL A( \ BROWN SILT ML dol O�� 4'BROWN SILTY SAND ML 170 J \N\ +/+/ \ + pQ ��• \FY��,�/+ 60 BROWN nNE TO MEDIUM SAND SP /+�F �d �\ NOTE. NO WATER ENCOUNTERED 01?-� • KEDAK ® = MONUMENT ELEVAT I ON5 REFERENCED TO NAVD 66 �O THE LOCATION OF PUBLIC, WATER, WELL5 AND GE55POOL5 SHOWN HEREON ARE FROM FIELD 0135ERVAT ION5 AND OR FROM DATA 06TAINED FROM OTHERS. ADDITIONALLY TO COMPLY WITH 5A I D LAW THE TERM "ALTERED DY” MU5T DE U5ED DY ANY AND ALL SURVEYORS UT I L I Z I N6 A DOPY OF ANOTHER5 'op 5URVEYOK5 MAP.TERM5 SUCH A5 "INSPECTED" AND "DROUGHT- TO- DATE" hDc ARE NOT IN GOMPLIANC,E WITH THE LAW. h I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND SOF NfE�i GON5TRUC,TION OF 5UD5URFAGE 5EWAGE DISPOSAL 5Y5TEM5 FOR ,��.� YG� SINGLE FAMILY RE51 DENGE5 AND WILL AD I DE DY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO A � GON5TRUGT . y.. ANY ALTERATION OR ADDITION TO TH I5 5UKVEY 15 A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PER SECTION 7209-5UDDIV1510N 2. ALL GEKTIFIGATIONS1000-63-01-1618 HEREON ARE VALID FOR TH 15 MAP AND GOP I E5 THEREOF ONLY IF .11 AREA= 15,220 SO. FT. 07V/Ci�R 1/EYORS, P.C. WHOSE SIGNANATURE APPEARS HEREON. SAID MAP COPIES DEAR THE IMPRESSED SEAL OF THE SURVEP YOR 1000-63-01-1.12 AREA= 108,820 SO. FT Or 2.498 ACRES (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 17 034 SURVEY OF PROPERTY N A T SOUTHOLD O TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. W^� 5 � 1000-63-01 1.11 & 1.12 �* SMAY� 2017 19,11, O, (�j•' oc,P�\ SEPTEMBER 5, 2017(PROPOSED HOUSE) OCTOBER 18, 2017 (REWSIONS) �p PQ sY� MAY 14, 2018 (PROPOSED BUILDING) �� FEB. 22, 2019 (FOUNDATION LOCATION) �L FES 2 ^" t � �,iJ.ffs.i�iia� RAIN RUNOFF WNTA I NMENT � OdT^ - . r PROPOSED HOUSE + PORCH 1041FT. TOWN 0 � 1041 X 1 X 0.17 • 177 CU.FT. 177/42.2 -4.2. VF PROPOSED DRIVEWAY (PERVIOUS) • 360 5Q.FT. S " 360 X 0.8 X 0.17 • 49 CU.FT. 49/42.2 • 1.2 VF 5.4 VF 101__ PROVIDE (1) DRY WELL 8'¢ X 6' DEEP PP "o .�0 L OR EQUAL ` ,.l-17 ol-O 70 DRY WELL CONNECT TO GARAGE �" WITH GUTTERS + LEADERS PROP05E0 5EPTIG SYSTEM O 2, vz 3 6EDROOM HOU5E - 494 I-PRECA5T 1000 GALLON 5EPTIG TANK I-8f LEACHING POOL 12' DEEP WITH 3' SAND COLLAR 3' MIN. A60VE � � y.lp 1�. 'y P, - �► C e GROUND WATER .kS .� PROP. "�° •.d�` D F GE i �L�aENTCEM � ` Old �e �OF � ...._.._.._�• DARK BROWN LOAM OL BROWN SAT ML s. y0� \,POP � i►`� 4 BROWN SALTY SAND ML ` Q IZIV ev� BROW FlNE 70MEDIUM SAND SP ov 17' 0001, N07E. NO WNA7ER ENCOUNTERED V F P�� • REDAR V ■ • MONUMENT ELEVATION5 REFERENCED TO NAVD 88 THE LOCATION OF PUBLIC WATER, WELL5 AND GE55POOL5 5HOWN i46 bp HEREON ARE FROM FIELD OD5EKVATION5 AND OR FROM DATA ODTAINED FROM OTHERS. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED DY" MU5T DE U5ED DY ANY AND ALL 5URVEYOK5 UTILIZING A COPY OF ANOTHEK5 5UKVEYOK5 MAP.TERM5 5UCH A5 "IN5PECTE1)" AND "DROUGHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. o1 FEIN/}n h AM FAMILIAR WITH THE 5TANDAKD5 FOR APPROVAL AND GON5TKUCTION OF 5UD5UKFAGE 5EWAGE 1)15PO5AL SYSTEMS FOR 51NGLE FAMILY KE5IDENCE5 AND WILL ADIDE DY THE CONDITION5 5ET FORTH THEREIN AND ON THE PERMIT TO CON5TKUCT. ANY ALTERATION OR ADDITION TO THI5 SURVEY 15 A VIOLATION �• �,/�,� ln� OF 5ECT I ON 72090E THE NEW YORK STATE EDUCATION LAW. N?5...4 6"9 8' EXCEPT A5 PER 5ECTION 7209-5UDDIV1510N 2. ALL GEKTIFIGATION5 1000-63-01-1.11 AREA= 15,220 SO. FT. HEREON ARE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF 1000—E3-01 1.12 AREA= 108820 PECON/C,MSURVEYORS, P.C. 5AID MAP OR GOPIE5 DEAR THE IMPRE55ED SEAL OF THE 5URVEYOR SQ. FT or 2.498 ACRES (631) 765=502t:F'FAX (631) 765-1797 WH05E 516NATURE APPEAK5 HEREON. P.O. BOX 909 1230 TRAVELER I SOUTHOLD, M Y. S7REE11971 T 17-034 t• A ; SCDH REF. # R10-17-0198 SURVEY OF PROPERTY 34'fs' AT SOUTHOLD W TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-63-01-1.11 SCALE.' 1=20' MAY 4,2017 _t �� y SEPTEMBER 5 1017(PROPOSED HOUSE) lV " OCTOBER 18,2077(REWSIONS) 1111 \ •� MAY 14,2018(PROPOSED BUILDING) f �• FEB. 22, 2019(FOUNDA770M LOCA DON) of\ \ JANAURY 18, 2022(WATER UNE ADDED) p x MARCH 9,2023(FINAL) RAIN RUNOFF GONTAINMENT HOU5C . PORCH 1069 5o FT ^ 1069 X 1 % On IBI CUFT l.. ,C•�' I L 11) 0'Y W'15 B PVtCIJS DEEP NOI�J�OOF �v/��\.i/ o(O �'� �7� Z DRY WELL CONNECTS TO GARAGE p\J`P�Q ,\\ /�Q� PO Q WITH C'IUTTER5 ♦ LEADERS COVEPF] Gm711 SEPTIC SYSTEM -3 PORCH O SEPTIC LOCATION 3 DEDROOM HOUSE A' '--j I-PRECA5T COO GALLCN 5EPTIC. TANGST 25' 265' I-66 LEACNID POLL I^DE'? ;2,s' 37s O0�y. A/c c�O.p-�c1 m SN17H 3 SAND COLLAR 3 MIN ABOVE S L1 vROJNo WATER ego, y/ HEAT �_OcoNc i o-M ST 2g5 f DIV N 7C A0 7 TEST HOLE DATA "JI ,� s•coc B� Idc00NALD GEOSCIENCE 11120102 I, DARK 9R0%N 11111 CL BPOWN SI:.T MLS 3' �•\ cJSOHF' '�/'6 'O GROW"S`T"SAND ML EFOVN FIA:TO M£OIUM SAND SP 17' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESF OF'L' E NOT. NO WATER ENCCUNTEREO APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 'I- KEY Date 41VW3 _ H S Ref No_ Rlo-17-elm O =REBAR CPh� (9 = i'J£LL The—age,spool and-1,,r stwly fac,l: s a11hls loca'on have been 103 Amspeelad and;o'cerlilled by In6 DepartsIher In be s�.'s7adory FOR A MAX IAIL':.^OF(j BEDR0011S (j SF OF IIE1;Y ® = TEST HOLE - f/ r� O =PIPE I-',w��l-;..t�S I'.S �FAy CRAIG K.NLT) FR,PE,CHILE 17 =MONUMENT 09.,,p o+YV.i;lewater Mar.agemenl / Q P I' I, I� = Vrt TLAND FLAG1N' ,P(7 Q % aQi \ tQp=UTILITY POLE ANDS 1 AM FAMILIAR 01 INE STANDARDS FOR APPROVAL AND 11— SINGLE FAMILY Or S—HRESIDENCES AN O�IT A DlOPOO T SCONE'S FCR SET F FAMILY RESIDENCES AND KILL MIT T BY THE COND'POVS SET FORTH 7HfOf P AND ON THE PERMIT TO CONSTRUCT /[// •1`VI��J THE LOGATiO.N 0.`PUBLIC WATLR,WE(LS ANO C ll5 GL5 SHOW' /,/ '4'�'LIL ND. 051132—Of A E FRo'F�e.D OsscRVA N.a+r AN�>OR On ra DO rnweO FRO.,OTHERS EECV 7?NS REFFRE-E NAVD'BB N.Y.S. LIC N0. 49618 ANY AL TERA 77 OR ADmnON M NIS 5U1IZY Is A ROLA 10,1 OF PECONIC SURVEYORS P.C. SFCPO.V 7209 OF ME NEW YORK STATE EOUCAnON LAW ErCEPT (631)765-5020 FAX(631)765-1797 AS PER SECTION 7205-SUBDINS'ON 2 PLL CERTIFICATIONS HEREO,v AREA=15,220 SO FT peconicsurveyyftptimum.net ARE VALID FOP THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURFYOR WHOSE sIGNA Nur_APPEARS HEREON 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 17-034 r10 AID Framing Notes: Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the 4(71 1 A-) `Lr".F The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Dl`aTi"�..�.,..,I;�..�,... rj'''•F' �• -• ' � ''�j� ��;s attention of the Engineer prior to construction. Voll ,v�, Wood Framing i=t.- (� •�_ '\ -' �' / SIMPSON LSTHD8 1. Prior to forming the proposed foundation walls,the foundation corners should be confirmed using a G'� .• _l�!� Imo, �,�r � p g g' 1. All lumber is to be No.2 or better Douglas Fir Larch N with the following minimum specifications:FDIC ,�} plumb bob. Installing>fie foundation after the building Is in its final location is recommended. 9 ( ) 9 FGIIt.1"i� .I_,,``� (moi �i-•7J ,'�. 2. All concrete 3,500 psi after 28 days minimum. Fb=825 psi FOIE i�1.IURED C lVr1� R'•. + f ✓� M i t• .....' Fv-95 psi t''?r 3. All rebar ASTM A-615 Grade 60. Fc perp=625 psi 2. RI.?:.l3H FINIC, c: LU.",'I;, E=1,600,000 psi 3. INS'..L.ATIC:N 4. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed CON;TRUCT!r;% l MiUS T SIMPSON STRONG-TIE g g g 4. FI,•',"�" - a minimum of 3'below grade unless indicated otherwise. 2. All Laminated Veneer Lumber is to have the following minimum specifications: EE COiM.PLEI . FO;", C.O. FLOOR-TO-FLOOR CONNECTIONS ALL CC`N,ST'RUC1ii,N15M*0X112,".IJ NbW1v.ANCHORBOLTSAT n r- ,rr 28 0 , MAX MAX.FROM CORNERS 5. Rebar installed along the top of the foundation walls without windows are to be installed 10'below Fb=2,900 psi REOUL-,Eivl�l`;I W OF TI �...-C..�.. ,•.=�px. YORK STATE. tt R,z[TKA SIMPSON 8P5/83 BEARING PLATE the top of the foundation wall.Rebar installed along the top of foundation walls with windows are to Fv=290 psi f?i'SIGH OR CONSTRUC T iOP" 1t)V9 FiT-SILLEX.WALL STUDS be installed 3'below the bottom of the window opening. Fc perp=650 psi E=2,000,000 psi EX.7X7 TIMBER SILL 6. All snap off form ties ars to be removed and remaining openings are to be sealed/grouted. EXISTING FLOOR JOISTS 3. All Laminated Structural Lumber is to have the following minimum specifications: SIMPSON LSTHDs @ 48"Q.C. 7. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to COPPER TERMITE SHIELDMIN. installation of sleeves and other penetrations prior to pouring concrete. Fb=2,800 psi 8" Fv=290 psi 2-#L5 REBAR 8. The Engineer is to be contacted if unacceptable or questionable soil is encountered during Fc perp=740 psi ° E=2,100,000 sl COMPLY WITH ALL CODES OF GRADE(SLOPE AWAY excavation.Unaccepta�e soil is soil containing clay and/or organic material. P • NEW YORK STATE &TOWN CODES FROM BUILDING 2%MIN. 9. Install isolation joints along foundation walls and at column and other floor penetrations. 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum AS REOUIRED A � NOM�S OF 10'FROM BUILDING) 1 9 P specifications: 10. Installed contraction ohlts in the cellar floor slab eve 18'minimum. SwBiOLD T04""d ZEA every Fb=975 psi S .0 `•' P "R" `����" 11. Foundation excavation s not to be back filled prior to the installation of the floor framing. Fv=175 psi DAMP PROOFING I Fc perp=565 psi SOUTNOLDTO��+� +JSTEES E=1soo,000 SI 0 12. Backfill along foundaticn walls is to be clean material and is to be mechanically compacted in 6"lifts P �' $ to 95%of maximum drydensity. o , 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. EXPANSION JOIN'AND JOINT SEALER a #15 REBAR @ 36"O.C. 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated 4"P.C.SLAB W/6X6 W1.4XW1.4WWM 2X4 KEY WITH BENTONITE connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All TAPE WATER STOP SIMPSON connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. n , CBSQ44-SDS2 COLUMN BASE 7. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. `°2J'r!.Ur r p :;tier lt� i �s FOOTING TO BE PLACED ON 8. Double joists are to be installed below parallel walls. 16' UNDISTURBED SOIL 10 MIL POLYETHYLENE VAPOR RETARDER (2)NO.5-60 KSI REBAR 9. Blocking is to be installed at all point load bearing points. COMPATIBLE GRANULAR FILL FOUNDATION D ETA I L TYPICAL 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. SCALE: 1/2"=TVz 10"0 �- SONOTUBE 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. M PIER 2" N4R_BAR Design Loads. LOCATE FOOTING BELOW 31/2-0 STEEL PIPE COLUMN POOL FOUNDATION ON UNDISTURBED SOIL -Roof-Live Load-30 psf Based on ASCE-7 and 18"X18"X8"P.C.FOOTING Pg=25 psf per Figure R301.2(5) Design Criteria-NYS Residential Code R301.2.1.1 and utilized the 12"X 12"X- iv NO REBAR -Dead Load-15 psf methods and procedures stipulated in Chapter 2 Engineered Design and BASEPLATE _ PORCH FOOTING SECTION -2nd Floor -Live Load-30 psf Chapter Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family it N.T.S. -Dead Load-15 psf Dwelling Units-High Wind Addition and ASCE 7. 12" s" -1st Floor -Live Load-40 psf -Dead Load-15 psf 4-$"0 Anchor Bolts -Wind Loads-130 mph-ASCE-7 D CCEDdC 4"Steel Base Plate 4,000 PSI Non Shrink BARs@ 12•o.C. qh=25.8 psf(Exposure B) 2" Grout Pedestal ------------t --i Roof C&C Loads: JUN 2 9 2018 24"MIN. -28.9 psf(Zone 1) REVISIONS ,..: o• i -34.0 psf(Zone 2) ¢':.' ;e>:.; :�::a..,�; �,;, :;'a•. i -34.0 psf(Zone 3) ]BUILDING DEPT. F ':'de.-. .,.y .. er..• '.�: 0 �' Wall C&C Loads: j�`'�1�3231.6 psf(Zone 4) Q0 •:t Z ---------.. z g , I VERTICAL REBAR -38.0 psf(Zone 5) Q• . :e.,`. Z a a 1 , f 4 `.•..... : : Z o I Plans are prepared by Condon Engineering,P.C. It is a vitiation of the New cc o z I THIS BUILDING IS DESIGNED AS AN ENCLOSED York State Education Law,Article las,Section 7209,for any person unless t #15 REINFORCING "' ;;;......�P` •a: a: . I acng under the direction of alicensedProfessionalEngineer,Architector n `` STRUCTUREf :b'•`. . RODS AT 12"O.C. ;a' I I Land Surveyor,to alter any item in any way.If an item bearing the seal of an + EACH WAY(fYP-) I I Engineer,Architect,or Land Surveyor is altered,the altering Engineer, f19 d I Architect,or Land Surveyor shah affix to the item his/her seal and the notation hh 3" 12" 12" 3" U I 'Altered b followed b his/her signature and the date of such alterations,and I Y' Y 9 a specific description of the alteration. 3'-0"(OR AS NOTED ON PLANS) TYPICAL ISOLATED FOOTING DETAIL TYPICAL FOUNDATION CORNER DETAIL Scale:AS SHOWN Condon Engineering, P.C. CLEO'S CORNER SCALE: 1/2'=T-0" Drawn by:JJC 1755 Sigsbee Road 1999 HORTON'S LANE SCALE: 1" = 1'-0" Mattituck,New York 11952 SOUTHOLD, NY smi Date:5/9/2018 (631)298-1986(631)298-2651 fax www.condonengineedng.com [NOTES & SPECIFICATIONS 10'P.C.SONOTUBE PIER ON A —�18'X 18'P.C.FOOTING 5-2"F—--------------- ---------------------------- rn 35'-11" ------------------------------- 1 -------------t 1 --------------- -------------- ---- #5 REBAR 17 FTG I 1 �REBAR @ 12'O.C.BOTH DIR. I C MIN.)('TYP.) g'P.C.FOUNDATION WALL ON I I M A 8'X 16'P.C.FOOTING ----- 1 1 1 I I I 12'0" 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 t 1 I L- I I I I I T-4"X5'-2"X12"P.C.FTG I I #5 REBAR 9"O.C. 312"0 STD.PIPE T-4"X5'-2"X12-P.C.FTG I I r------1 COLUMN(TYP.) 1 #5 REBAR�9"O.C. 1 I 1 1 I I I I 1 1 €o I I _7• 4'g' 3rd. �• 3'10" I j I I - ---------- - --1 L------J I 2'r 1 I I I I 1 1 I I I I 1 'A 1 1 I 1 I 1 1 1 1 8"X 8"P.C. 1 1 I v �—PIER(TYP.) I A 1 I I I 1 I I I 8"X 8"P.C. I I I I PIER9YP.) I 1 I I; I �i I I L------------------- L ------------------ I ____ _ r ----� 1 1 I L__ ---�4FTG ----- ----i 1 1 1 1 I 1 I I I 1 I I 1 1 I 1 j 1 ---4'11• 30'X30'X1Y P.C.FTG ---_J3 yroSTD.PIPE15 REBAR @ 12'O.C.BOTH DIR.L COLUMN(M)(L MIN.)(TYP.)24'X24'X12'NO REBAR( o 1 1 I 1 o c 1 1 I I o I I I 1 I 1 I 1 I 1 2'-9" I I 1 I I I 1 I ------------------- - I 1 ------------------ L------------------------------- ------------- --i �------i 1 1 1 I 1 1 I 1 I 1 I I 8'P.C.FOUNDATION WALL ON A r X IV P.C.FOOTING I 1 I I 1 I 1 1 I 1 i REVISIONS L-------------- NP _ —__--__ _- co Plans are prepared by Condon Engineering,P.C.h is a violation of the New York State Education Law•Article 145,Section 7209, in for any person unless acting under the direction of a licensed Professional Engineer,ArdAeOL orLerd Surveyor,to alter"Rem any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Arehted,orLand •w, � a�ES�IaNE'L Surveyor shall affix to the item his/her seal and the notation'Altered by,folowed by WAher signature and the date of such alterations,and a specific description ofthe alteration. Condon Engineering, P.Ca CLEO'S CORNER Scale:1/a•=r-0• 1999 NORTON'S LANE Sw2 1755 Sigsbee Road Drawn by:JJC Mattituck,New York 11952 SOUTHOLD, NY (631)298-1986(631)298-2651 faX FOUNDATION PLAN Date:5/9/2018 wm.condonengineeling.com � r I IEX_ENTRY PORCH I r-------------------------------------- --------------------------- -------------------------------------� I I --------------- ---- -----� I -----------------T----------- i LU r 1 I , I Iw m I , I CO Ico LLI I I w w I I a' � I Io I o j I 'of 0 X. 1 j TIMBER JOISTS TIMBER JOISTS X. -r--- 1'' EX-TIMBER JOISTS a, , I I ' x I I I X 3112'S STD.PIPE I �' j I � r--T--� COLUMN I I I M I I I v 1 I � 10a I IAI I w I � f-- --r ----a w i I I I 1 I 1 I 1 I EX TIMBER BEAM I I I I ---- -----------I --1--� I E-- ------------ ---' 1'----- L--L---------- I , r----, I I I I I I I I I---------- I I I EX TIItjI EA , I I EX TIMBER BEAT 1 , �— —I I j I I --_J I I I 1 3112"0 STD.PIPE I I I I , I L— I L 1 L—_t--J COLUMN(TYP.) I I I cn I I w j I I� in IW wj c1 U-1 , m I� 0°I I� I� LU wl �I w W I— ml col I I , Im Uj col IM en IX �I gl x It— Iw XI xl I 7 IX XI Iw x 1 wI wl 1 I , Iw w l I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I J I -- ------1-------------E-------- I I I 1 I -------------------- ---------------------� --- L ___________________________ , I j I I I I I I I I I I 1 I I PROPOSED CELLAR DOOR BY BILCO I j I OR AN APPROVED EQUAL I I I I I I I I I 1 REVISIONS L_____________J OF N co plsns are prepared by Condon Engineering,P.C.lt is a violation of the New Yak State Education Law,Article 145,Section 7209, for any person unless acting under the direction of a licensed Professional Engineer,Architect or Lad Sumeyor,to atter aq tnn ih any way.If an Nem bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the Wier"Engineer.A~Or Land Surveyor shat affix to the Nem hislher seal and the notation'Altered by'followed by hiskw signature and the date of such alterations,and a specific description ofthe alteration. Condon Engineering, P.C. CLEO'S CORNER [Drawn 1755 S Scale:114'=t'o• 1999 HORTON'S LANE Sw3 'Igsbee Road SOUTHOLD, W by:JJC Matlituck,New York 11952 Date:5/9/2018 (631)298-1986(631)298-2651 fax www.cmdonengineedng.com FRAMING PLAN Foundation Notes: Framing Notes:The contractor is to verify all measurements in the field and any discrepancies are to be brought to the The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. attention of the Engineer prior to construction. Wood Framing 1. Prior to forming the proposed foundation walls,the foundation comers should be confirmed using a plumb bob. Installing the foundation after the building is in its final location is recommended. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: 2. All concrete 3,500 psi after 28 days minimum. Fb=825 psi Fv=95 psi 3. All rebar ASTM A-615 Grade 60. Fc perp=625 psi E=1,600,000 psi 4. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below grade unless indicated otherwise. 2. All Laminated Veneer Lumber is to have the following minimum specifications: 5/8"H X 12"LONG GALV_ANCHOR BOLTS AT 28"O.C.MAX.,12"MAX.FROM CORNERS 5. Rebar installed along the top of the foundation walls without windows are to be installed 10'below Fb=2,900 psi WITH A SIMPSON BP5/8-3 BEARING PLATE the top of the foundation wall. Rebar installed along the top of foundation walls with windows are to Fv=290 psi NEW 2X8 P.T.SILL EX.WALL STUDS be installed 3"below the bottom of the window opening. Fc perp=650 psi E=2,000,000 psi EX.7X7 TIMBER SILL 6. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. EXISTING FLOOR JOISTS , r��� 3. All Laminated Structural Lumber is to have the following minimum specifications: SIMPSON URFP FOUNDATION PLATE 7. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to WITH 2-5l8"DJ ANCHOR BOLT&(5)1/4" P 9 COPPER TERMITE SHIELD n8"MIN. X 3"SDS SCREWS(TYP.� installation of sleeves and other penetrations prior to pouring concrete. Fb=2,800 psi Fv=290 psi 2p� ° 8. The Engineer is to be contacted if unacceptable or questionable soil is encountered during Fc perp=740 psi GRADE(SLOPE AWAY excavation.Unacceptable soil is soil containing clay and/or organic material. E=2,100,000 psi FROM BUILDING 2%MIN. 10'FROM BUILDING) 9. Install isolation joints along foundation walls and at column and other floor penetrations. 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: 10. Installed contraction joints in the cellar floor slab every 18'minimum. Fb=975 psi DAMP PROOFING 11. Foundation excavation is not to be back filled prior to the installation of the floor framing. Fv= 175 psi y Fc perp=565 psi $, 0 12. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts E=1,600,000 psi 0 to 95%of maximum dry density. 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in EXPANSION JOINT AND JOINT SEALER accordance with the manufacturer's specifications. ° #5 REBAR @ 36"O.C. 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated 4"P.C.SLAB W1 6X6 W1.4XW1.4 WWM 2X4 KEY WITH BENTONITE TAPE WATER STOP connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All SIMPSON connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. ° C13 -SDS2 't?;'r •"�':".`rt*, iy,1,r, .�..;;y.A,ry^w.<,•;',a','� - ',?;x4x,�:<< COLUMN BASE CD7. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. a r �4•- n r 'K» f FOOTING TO BE PLACED ON 16" UNDISTURBED SOIL 8. Double joists are to be installed below parallel walls. 10 MIL POLYETHYLENE VAPOR RETARDER , COMPATIBLE GRANULAR FILL (2)NO -60 KSI REBAR 9. Blocking is to be installed at all point load bearing points. FOUNDATION DETAIL TYPICAL 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. SCALE: 1/2'=1'-0" z� 10*0 co POR TUBE 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. 2" #4 REBAR Design Loads. I LOCATE FOOTING BELOW L I J U L 2 3 2019 3112"">71 STEEL PIPE COLUMN POOL FOUNDATION ON UNDISTURBED SOIL -Roof-Live Load-30 psf Based on ASCE-7 and 18"X11878"P.C.FOOTING -_- T,77 Pg=25 psf per Figure R301.2(5) Design Criteria-NYS Residential Code R301.2.1.1 and utilized the x. � =-,.:x�l•:>. �'' ,��"�: 12"X 12"x4^ No REBAR -Dead Load-15 psf methods and procedures stipulated in Chapter 2 Engineered Design hnd­',_`..?s'+ BASE PLATE PORCH FOOTING SECTION Chapter 3 Prescriptive Design in the American Forest and Paper -2nd Floor -Live Load-30 psf Association Wood Frame Construction Manual for One and Two Family 12" N.T.S. -Dead Load-15 psf Dwelling Units-High Wind Addifion and ASCE 7. -1st Floor -Live Load-40 psf -Dead Load-15 psf 4-8" Anchor Bolts -Wind Loads-130 mph-ASCE-7 4"Steel Base Plate 4,000 PSI Non Shrink #5 BARS @ 12"O.C. P 2" Grout Pedestal qh=25.8 psf(Exposure B) •. . . . ----- --- ------ ---i Roof C&C Loa - 24^MIN. Loads: 4/8/19 REV. FDN STRAP CONN.DE :., ...: .... . - 4 p ) psf28.9 one 1) .. ¢• a •." p I 34.0 psf(Zone 2 \� REVISIONS 34.0 psf(Zone 3) ku yFtI Wall C&C Loads: psf p Zone 4 .. * .:b .'fid .a2 •'a.. W I /TY" 31.6 --------- VERTICAL REBAR :d• •.Qa ,•�, , ., _ N �, a I -38.0 psf(Zone 5) " Z j I Plans are prepared by Condon Engineering,P.C. It is a violation of the New _ a, O � Z I #5 REINFORCING �'' a., ,:`` , a I I THIS BUILDING IS DESIGNED AS AN ENCLOSED York State Education Law,Article 145,Section 7209,for any person unless s r e�. .':. I STRUCTURE gEngineer, t ' RODS AT 12"O.C. b I I actin under the direction of a licensed Professional Architect,or EACH WAY I Land Surveyor,to alter any item in any way.If an item bearing the seal of an I Engineer,Architect,or Land Surveyor is altered,the altering Engineer, r 3" 12" 12' 3" -J I U I ( Architect,or Land Surveyor shall affix to the item his/her seal and the notation 'Altered by'followed by hisrher signature and the date of such alterations,and % M a specific description of the alteration. 3'-0"(ORAS NOTED ON PLANS) t S �ti f 1 ya TYPICAL ISOLATED FOOTING DETAIL TYPICAL FOUNDATION CORNER DETAIL Scale:AS SHOWN Condon Engineering, P.C. CLEO'S CORNER „ _ „ SCALE: 112"=1'-0" Drawn by:JJC 1755 Sigsbee Road 1999 HORTON'S LANE SCALE: - -� Mattituck,New York 11952 SOUTHOLD, NY smi Date:5/9/2018 (631)298-1986(631)298-2651 fax www.condonengineedng.com NOTES & SPECIFICATIONS PATTERN INDICATES SYMBOL DESCRIPTION BIDDING PRICING AND SUBMISSION NOTES No: Date: Description: FOR PURPOSE OF IDENTIFICATION THE WORDS "GENERAL CONTRACTOR"WILL MEAN THE PERSON IN CHARGE AND RESPONSIBLE FOR THE WORK. 1 10.16.18 For Client Review ANY OTHER REFERENCE IS TO ASSUME SUB CONTRACTORS PROVIDED BY OWNER. ULTIMATELY THE GENERAL CONTRACTOR IS RESPONSIBLE FOR 2 06.10.19 For Client Review PROVIDING ALL COSTS AND WORK AS DEEMED NECESSARY TO COMPLETE THE PROJECT. 3 10.23.19 For Pricing CONCRETE 1 CONTRACTOR MUST NOTE ITEMS INTERPRETED AS BEING SUPPLIED OR SERVICES BEING PROVIDED BY OWNER. a° a BUILDING SECTION OR SECTION DETAIL CONTRACTOR MUST BREAK OUT SCOPE OF WORK WITH DEFINITION IN THEIR BIDS TO THE OWNER. A101 (OPTIONAL) PERMITS AND INSPECTION RESPONSIBILTY GUTTERS AND DOWNSPOUTS CONCRETE MASONRY PROVIDE NEW 4" 1/2 ROUND COPPER GUTTERS AND 3" DIA DOWNSPOUTS. OWNER WILL PROVIDE ALL PERMITS. CONTRACTOR IS REQUIRED TO CALL 1 FOR INSPECTIONS. DO NOT PROVIDE 4" DIA DOWNSPOUTS.PROVIDE DECORATIVE STAMPED FASCIA EXTERIOR ELEVATIONS SUBMITTAL NOTES HANGERS. CONNECT ALL DOWNSPOUTS TO ANY EXISTING STORM MANAGEMENT PIPING. / A101 STONE (OPTIONAL) ALL WINDOWS DOORS CABINTRY MILLWORK AND WOOD FLOORING AND ALL 1 OPTIONAL) 1 ITEMS IORDE ED BY THE CONTRACTOR OUST BE VERIFIED ED INN SUBMITTAL FORM TO INTERIOR DOOR NOTES _ THE CLIENT AND THE ARCHITECT. SIGNATURES FOR APPROVAL ARE REQUIRED 101 CONSTRUCTION DETAIL OR ARCHITECTIS HELD HARMLESS FROM INCORRECT ORDERS. ALL INTERIOR DOORS SHALL BE SAVED. SCRAPE AND OR STRIP PAINT AND REPAINT DOORS WOOD FINISH TO GOD WORKING ORDER. STRIP AND REFINISH HINGES AND LATCH HARDWARE. DEMOLITION NOTES SEE NOTES FOR REUSE OF ONE DOOR FROM FIRST FLOOR TO SECOND FLOOR BATHROOM. PROVIDE ALL PROTECTIONS NECESSARY AS THIS HOUSE WILL BE LIVED IN DURING WOOD ROUGHING, DISCONTINUOUS CONSTRUCTION. COORDINATE ALL SHUT DOWNS AND HOURS OF OPERATIONS CLIENT PECONIC LAND TRUST WITH THE HOMEOWNER. INTERIOR MATERIAL AND MATERIAL RESTORATION 296 Hampton Road 1 INTERIOR ELEVATIONS WOOD ROUGHING,CONTINUOUS All 01 POST CONCROBIUM MOLD REMEDIATION AND SURFACE CLEANING: Southampton, NY 11969 RESTORATION PROCEDURES Ph. 1.631.283.3195 ALL INTERIOR PLASTER WALLS INTERIOR AND EXTERIOR SHALL RECEIVE REPAIR AT BEFORE ANY WORK BEGINS THE BASEMENT AND BOTH FLOOR LEVELS ARE TO BE CRACKS AS NECESSARY AND ALL REPAINTED.ALL BASEMOLDING S'AALL BE PAINTED FOGGED WITH A CONCROBIUM FOGGER. WITH SATIN FINISH PAINT. PROJECT LEGEND ALL SURFACES THAT ARE TO REMAIN INCLUDING UNDERSIDE OF FLOOR IN BASEMENT ALL WOOD FLOORING ON FIRST FIRST FLOOR SHALL BE HAND SCRAPED OF DIRST AND LIST OF DRAWINGS SHALL BE VACUUMED. THE VACUUM SHALL BE FITTED WITH A HEPA FILTER. CLEANED WITH SIMPLEGREEN CLEANER AND STEEL WOOL. TEST AREAS FOR NEW APPLICATION OF EXISTING WALLS TO BE DEMOLISHED THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO LINSEED OIL AND TURPENTINE FINISH OR WAX APPLICATION TO BE APPLIED BY HAND/RUB.ALL BE ABSOLUTELY CURRENT. ALL SURFACES SHALL BE cleaned with FOSTER FIRST DEFENSE 4-80 DISINFECTANT SHALL BE PROVIDED FOR PLT/CLIENT ARCHITECTS APPROVAL . PEFFECT FLOORS ARE NOT m AND DRYED. AN INDUSTRIAL DEHUMIDIFIER SHOULD BE IN PLACE DURING THIS WORK. REQUIRED OR DESIRED. EXISTING DOORS TO BE DEMOLISHED ARCHITECTURAL (n BODY AND RESPIRATORY PROTECTION MUST BE WORN BY ALL OCCUPANTS AND SECOND FLOOR HALL AREA SHALL REMAIN PAINTED AND REPAINTED AFTER PREPARATION. T1 SYMBOLS, LEGEND, PLUMBING RISER&PRICING NOTES WORKERS. PAINT WITH BENJAMIN MORE PORCH PAINT-WHITE. EXISTING WALLS TO REMAIN O D1.1 PROPOSED DEMOLITION PLANS MECHANICAL AND PLUMBING NOTES CCS EXISTING DOORS TO REMAIN A1.1 PROPOSED BASEMENT/FOUNDATION AND FIRST FLOOR PLANS A1.2 PROPOSED SECOND FLOOR ROOF PLANS THE HEAT AND AIR CONDITIONING SHALL BE PROVIDED. KITCHEN AND BATH VANITIES00 KITCHEN MILLWORK WILL BE MADE CUSTOM AND INSTALLED BY PLT SUBCONTRACTOR. 0 A2.0 PROPOSED ELEVATIONS ♦^ 4? PROPOSED WALL CONSTRUCTION A TWO ZONE HYDRONIC AIR SYSTEM SHALL BE INCORPORATED. ALL PLUMBING AND ELECTRICAL ROUGH AND FINAL WORK SHALL BE BY G.C. FOR THE V) < T E1.1 PROPOSED POWER AND LIGHTING PLANS WORK. M j O� .— ALL EQUIPMENT TO BE ENEGERY STAR COMPLAIN >_ CONDENSING UNITS TO BE SEER 16 BATHROOM VANITIES, PEDESTAL SINKS AND FIXTURES SHALL BE PROVIDED BY PLT ANDz NEW DOORS INSTALLED BY G.C. /G.C. SUBCONTRACTOR FOR THE WORK. 0 (z$ = -o PROJECT ALLOWANCES TO BE INCUDED AS PROPANE/CONDENSING BOILER IS TO BE PROVIDED. U O TWO 55 GAL TANKS TO BE INCLUDED. C o Cf)TYPICAL SYMBOLS LINE ITEMS IN BID PACKAGE. G..0 AND HVAC SUB TO SIZE AND PROPOSE SYSTEMS INTERIOR FIREPLACES •o � U) WITH BID FOR THE WORK. ALL FIREPLACES ARE TO BE SEALED OFF.ALL MANTEL MILLWORK SHALL BE SCRAPED �//�� SYMBOL INDICATES AND PAINTED. ALL SURROUNDING MILLWORK BOOKSHELVES SHOULD BE SCRAPED V♦ L_ KITCHEN CABINETRY ALLOWANCE $14,000.00 PAINTED AND RECONSTRUCTED IN KIND TO WHAT IS SUGGESTED TO REMAIN. POWER AND LIGHTING SCOPE NOTES � • N PROJECT NORTH Cn APPLIANCE ALLOWANCE $12,000.00 MAIN STAIR Cv ALL WORK TO BE CODE COMPLAINT AND PRICING TO INCLUDE EXISTING STAINED PORTIONS OF THE STAIR RAILING AND BALUSTERS SHALL BE CLEANED WITH PLUMBING FIXTURE ALLOWANCE $08,000.00 ELECTRICAL INSPECTION SERVICES AND CERTIFICATE. SIMPLEGREEN CLEANING SOLUTION AND RECEIVE NEW OIL FINISH.F�PAIR BALUSTERS IN KIND. COLUMN LINE LABEL, MAJORREPAINT TREADS AND RISERS WITH BENJAMIN MOORE PORCH PAINT-WHITE. ELECTRICAL LIGHT FIXTURE ALLOWANCE $02,000.00 ALL WORK SHALL BE SYMPATHETIC TO PLASTER AND MILLWORK FINISHES. NO TRENCHING OR UNNECESSARILY OPENINGS ARE TO BE MADE. DATUM ELEVATION TILE AND GROUT MATERIAL ALLOWANCE $05,000.00 0'—O"= EXISITNG FIRST FLOOR FINISHED FLOOR POWER AND LIGHTING PLANS ARE PROVIDED. FLOOR AND WALL TILE ALL SWITCHES WHITE TOGGLE WITH SLIDE DIMMER WHERE INDICATED. -- - REVISION NUMBER-SEE KEY IN TITLE BLOCK g g y CONTRACTOR MUST BREAK DOWN BID OUTLETS TO BE STANDARD WHITE. G.C. TO INSTALL OWNER SUPPLIED TILE. GROUT AND SEALER BY G.G. This drawing and design layout is an instrument of services 15 CONTRACTOR TO PROVIDE ALL RECESSED FIXTURES. THEY SHALL BE: MASTE BEDROOM FIREPLACE SURROUND HALO OR EQUAL 4" LED WHITE TRIM WHITE BAFFLE-ALL DIMMABLE FIXTURES MASTER BATHROOM and the property of John Cunniffe,Architect.This drawing DOOR LABEL-SEE 55E DOOR SCHEDULE, SPEC. SECTION 08701 AS FOLLOWS BUT NOT LIMITED TO: and design layout may not be reproduced or reproductions O PROVIDE WET LOCATION FIXTURES WITH OPAQUE LENSES. REMODELED SECOND FLOOR BATHROOM hereof used without the expressed written consent of John FIRST FLOOR BATHROOM Cunniffe,Architect. O GLASS TYPE-SEE SPEC. GENERAL CONDITIONS PROVIDE BATTERY OPERATED SMOKE AND CARBON MONOXIDE DETECTORS KITCHEN BACKSPASH THROUGHOUT THE HOUSE PER PLAN. //--yy It is a violation of the law for any person unless acting under MISCELLANEOUS SITE WORK WOOD FLOORING the direction of a licensed architect,to alter any item in any SD SMOKE DETECTORS RESTORATION CLEANING WORK PANASONIC EXHAUST FANS TO BE INCLUDED - ELECTRCIAL CONTRACTORS RE INSTALL LOOSE FLOORING AT SECOND FLOOR BEDROOM. CONSOLIDATE MATERIALS TO way. If any item on this document is altered,the altering CONCRETE FRAMING CHOICE. FRONT OF ROOM. PROVIDE RANDOM PATTERN V4 MILLED PINE FLOOR STAINED. architect shall affix to such items his or her seal and signature SMOKE AND CARBON REFINISH ALL WITH LINSEED OIL AND TURPENTINE AFTER ALL WOOD 15 CLEANED. SD INSULATION and notation"Altered by"followed by the architects'name, CO MONOXIDE DETECTORS WINDOW AND DOORS OWNER WILL SUPPLY ALL OTHER LIGHTING FIXTURES AS SHOWN, date or alteration, and specific description of the alteration. PLASTER REPAIR AND PAINTING ROOFING All dimensions and existingconditions shall be checked and SIDING INSULATION PAINTING verified by the Contractor before proceeding with the work. INTERIOR TRIM AND FLOORING REMOVE ALL EXISTING INSULATION FROM EXTERIOR WALL CAVITIES AND ALL PAINTING SHALL BE PERFORMED BY THE G.C.'S LICENSED AND INSURED EXTERIOR TRIM ROOF RAFTERS/ATTIC/EAVE CONDITIONS. PAINTER. LEAD TESTING IS REQUIRED PRIOR TO DEMOLITION OR WORKING WITH JOHN CUNNIFFE - ARCHITECT FLASHING AND GUTTERS EXISTING PAINTED COMPONENTS. GENERAL CONSTRUCTION NOTES EXTERIOR PAINTING PROVIDE EXTERIOR WALLS WITH R 21 BATT FIBERGLASS INSULATION - UNFACED. HEATING AND AIR CONDITIONING ALL EXTERIOR WOOD OR PVC PRODUCTS TO BE PAINTED WITH SHERWIN John Cunniffe-Architect ELECTRICAL WORK INSTALLATION SHALL REQUIRE THE REMOVAL OF ALL SIDING AND WILLIAMS PREMIUM HOUSE PAINT. 17 Hillside Road ALL SUPPORT FOOTINGS TO BEAR ON 2 TON CAPACITY EVERY OTHER SKIP SHEATHING BOARD. SALVAGE BOARDS AND RESET THEM AFTER Stony Brook, New York 11790 SOIL OR LEDGE. ALL WIRING AND INSULATION WORK IS COMPLETE. ALL INTERIOR WALLS AND CEILINGS TO BE COATED WITH FOSTER 40-51 SHEAR T 631 751 0590 DEFENSE AND THEN PRIMED AND PAINTED WITH SHERWIN WILLIAMS ALL CONCRETE TO BE 3,000 P.S.I. RATED CONCRETE. PROVIDE R30 UNFACED INSULATION AT EAVE CONDITIONS. INTERIOR HOUSE PAINT COLOR AND SHEEN BY PLT. 'QED Ajr � CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO �` Ct PROVIDE R19 FACED INSULATION BETWEEN TIMBER ROOF RAFTER BAYS. ANY INTERIOR TRIM TO BE PAINTED WITH SHERWIN WILLIAMS �� °I'*,� <1:_1FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED. IF CONCRETE SHALL BE AIR-ENTRAINED. SEMI GLOSS LATEX PAINT FOR WOOD. CAREFUL ATTENTION TO MILLWORK ,; �� TOTAL AIR CONTENT (PERCENT BY VOLUME CONCRETE) PREP IS REQUIRED. SHALL NOT BE LESS THAN 5 PERCENT EXTERIOR SIDING AND TRIM G.C.TO PROVIDE INSTALLATION COST TO REMOVE WALLPAPER WHERE NOTED =a PROVIDE NEW HAND SPLIT WESTERN RED SHINGLES OVER 60# FELT PAPER AND TO APPLY WALL PAPER WHERE NOTED.WALLPAPER WILL BE PROVIDED t Q� ALL LEVELING BED GROUT IS TO BE DRY PACKED. NON PROVIDE 1-1/4"x 12" PAINTED PINE FREEZE BOARD SOFFIT AND FASCIA MATERIAL. BY OWNER SHRINK GROUT WITH A COMPRESSIVE STRENGTH ®F N OF 6,000 P.O.E... PROVIDE NEW PAINTED SPANISH CEDAR 1 x 8 RAKE BOARDS AND 1x3 SUB RAKE. ALL WOOD FRAMING TO BE CONSTRUCTION �1, GRADE 1,500,000e GRADE LUMBER. WINDOW AND DOOR NOTES PROJECT NUMBER: ALL EXPOSED WOOD FRAMING TO BE ARCHITECTURAL SEE WINDOW SCHEDULE AND NEW WORKS NOTES ON PLAN FOR WINDOW SCOPE. GRADE; 1,600,000e LUMBER. SCALE: AS NOTED U.O.N ALL WINDOW SHALL BE PAINTED WOOD DOUG FIR SASH REPLACEMENT WINDOWS. REFER TO APA NARROW WALL DETAIL THE INTERIOR TRIM SHALL REMAIN INTACT/ IN PLACE. ALL EXTERIOR TRIM SHALL BE DRAWING: FOR ALL WINDOW AND DOOR LOCATIONS FULL 1-1/4"x 4" PAINTED CEDARTRIM WITH 1x DRIP CAP AND 16 o.z.COPPER FLASHING Symbols, Legends and Pricing Notes 18" FROM END WALLS AND CORNERS. CAP. y g g ALL FLOOR FRAMING TO RECEIVE SOLID BRIDGING EVERY 8'-0". SEE NEW DOOR SPECIFICATION ON SCHEDULE AND WORK NOTES ON SHEET A2.0 I�TV DOUBLE ALL FLOOR FRAMING UNDER ALL BATHROOMS AND PARTITIONS. FOR RESTORATION OF FRONT DOOR. I DRAWING NUMBER: SEE WIND DIAGRAMS SHEET T3 FOR ADDITIONAL FRAMING REQUIREMENTS. AUG 28 2020 T1 r PROJECT NORTH No: Date: Description: 1 10.16.18 For Client Review 8'-2" 3'-9" PROPOSED STOOP: 1 2 06.10.19 For Client Review TREX SELECT DECKING A2.0 3 10.23.19 For Pricing WITH CONCEALED FASTENERS. _ _ _ 2'x V-6"X 5"DEEP r � CONCRETE PAD WHITE 1 x PVC RISERS SITE MADE DOUG FIR RAILING NEWEL POSTS AND BALUSTERS TO CODE. 12"CONC. / \ PIER FOOTING / \ CL CL I I I- — — — — — -1 -3'-0"BELOW / \ I — — GRADE 5 0 WIN WIN. 2x6 ACQ JOISTS 1 8"ABOVE APPROXIMATE WASTE LINE f EO LOCATION / 1 I 16"o.c. 1 N \ / PFOPCS o 1.4 — — — — 4, 1. ch 1.5 CL 1.3 WIN 0 o 24" -+1 V2 I I I I I I I NEW INSULATED STEEL DOOR LOCATION CONfIRM WbUFFLIT I I I I I OF BOILER SEE GENERAL NOTES FOR I I I I I I NEW 150 AMP REVIEW R/OIs FIELD _ TO BE / \ —_-5-0 SERVICE PANEL ASSUME/x/ CLIENT SUPPLIED AND INSTALLED KITCHEN 0 CLIENT DETERMINED DW w �tr' DO I I I I XI�fING I I I LOCATION OF PANEL AND KITCHEN AND COUNTERTOPS. PROPOSED '0 PROPOSED 1 PECONIC LAND TRUST METER TO BE DETERMINED. I O G.C.RESPONSIBLE FOR ALL ROUGH AND O F- w o PROPANE FIRED FINAL PLUMBING INSTALL. EAT IN KITCHEN o BATHROOM I I BEDROOM I I I I L- — --1 CONDENSING BOILER O� No 1 1 296 Hampton Road CD L — --1 AND HYDRONIC AIR HANDLER NEW %4"x 8"DOUG FIR FLOORING r No.1 I I I r I I I I I Southampton, NY 11969 TO BE PROVIDED BY FACE NAILED AT KITCHEN I I I I I I I i Ph. 1.631.283.3195 � o _� G.c 30"REF. PROJECT I II II II II II I EXISTING A2.1 F_ -1 F_ 1 HALL No.1 I I 1 1 0 1 1 0 1 I II II L — L L — L **G.C.TAKE NOTE FOR**ALL** — — _LLi ,�w FIRST FLOOR AND GABLE WALLS: - -1- I- slo V) - - — I U) INSULATE WALL CAVITY. I 1 1 I`N —NEW STACKABLEI M C— _ -7 CONTRACTOR WITH ELECTRICAL I I I I ( WASHER Aomhk CONTRACTOR SCOPE OF WORK AND SEQUENCE. 1 I 1 1 I I I AND DRYER 1 I I I 1 O 1 1 O 1 1 O 1 INSULATION SHALL BE R15 PAPERLESS BATT. 11 I 1 1 1 1 1 I VENT DOWN 1 1 1 1 L — _J L _ -1 L — L INSTALL BATT INSULATION SECTIONS 1 1 I I 1 1 I I 1 AND OUT 1 1 I I 1 1 1 1 I 1 1 -F-+ BETWEEN SKIP SHEATHING. 1 1 1 1 1 I I 11 I I ^^3: L,, AFTER WIRING, INSULATION AND NEW/REUSED SKIP 1 1 1 1 1 I I 1 1 ___ EXISTING 1 1 1 I I 1 1 1 1 I W co NTYSHEATHING REPLACED, INSTALL 60%FELT 1 11 1 1 I 1 ________ __ EHARL I I I I I 1 I 1 I _OO PAPER AT ENTIRE WALL. I I I I 1 1 1 REPAIR/ Vj FOG BASEMENT WITH CONCROBIUM I I I EXISTIN — — REPLACE EIKISTINO 1 O PRIOR TO ANY ADDITIONAL WORK TO APPLY 24"ROYAL CEDAR SHINGLES 1 6 I 1 I I 1 1 NING f OM _ BALUSTERS TO STABILIZE MOLD GROWTH. FASTEN WITH STAINLESS STEEL FASTENERS O I 1 �I I 1 MATCH 1 1 1 LIVINIG ROC�1�1 1 11 I � -�>11 Z 12"TO THE WEATHER WITH A MODIFIED EXPOSURE TO 1 1 I1 1 EXISTING I I I I 11 1 O COURSE WITH WINDOW HEAD AND SILLS. I I > (z O II II II II II II II II II II II 1 U o II II II II II II II II II II II II II II IIo 1 II II II II II II II II II II II I ® co O II II II II II II II II II II II II II I — M U) 1 I I I I I I I D1.1 II II II II II II II II II II II II II tj j 2x6 ACQ JOISTS 1 - - O--- O 0 16"o.c. CD -- -------------- ----- ;>1 1.9 1.10 I I 1 1.11 1.12 1 I 12"CONC. 1 PIER FOOTING — 1 -3'-0"BELOW TYPICAL AT ALL WINDOWS AND DOORS 1 ■ GRADE RE-CASE ALL WIDOWS AND DOORS 1 — — — — — — —- — 8"ABOVE WITH 5/4'x 4"PRIMED AND PAINTED / SEE NOTES FOR RESTORATION OF SPANISH CEDAR. PROVIDE W DRIP I FRONT DOOR SIDELIGHTS. CAP AND BENT COPPER COVER. DO NOT BACK PRIME CASINGS. REINSTALL ENTIRE ROOF OVER STRUCTURE. RESTORE FINISHED UNDERSIDE REVIEW EXISTiAG COMPONENTS: AND PAINT RECONDITION EXISTING BENCHES,COLUMNS This drawing and design layout is an instrument of services AND RAILINGS AND INSTALL OVER NEW a x 4" and the property of John Cunniffe,Architect.This drawing TONGUE AND GROVE DOUG FIR DECKING WITH and design layout may not be reproduced or reproductions OIL FINISH OVER ACQ FRAMING. hereof used without the expressed written consent of John W DOUG FIR BOARDS FOR TREADS AND RISERS. ?0 Cunniffe,Architect. OIL FINISH It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. 1 PROPOSED BASEMENT / FOUNDATION PLAN 2 PROPOSED FIRST FLOOR PLAN All dimensions and existing conditions shall be checked and verified b the Contractor before proceeding with the work. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" y p g JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 czeD AR cu ., 4 fM OF u Z ILI -- LEGEND JL PROJECT NUMBER: T-L [jI I D I EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED 00 00 0 DRAWING: ° o EXISTING DOORS TO BE DEMOLISHED PROPOSED FIRST FLOOR PLAN EXISTING WALLS TO REMAIN EXISTING DOORS TO REMAIN DRAWING NUMBER: 11611 PROPOSED WALL CONSTRUCTION Al A 3 PROPOSED KITCHEN ELEVATIONS NEW DOORS PROJECT NORTH SCALE: 1/4" = 1'-0" No: Date: Description: 1 10.16.18 For Client Review REMOVE EXISTING DOOR 2 06.10.19 For Client Review AND PREPARE OPENING FOR NEW WINDOW. 3 10.23.19 For Pricing REMOVE EXISTING WINDOW AND SEE NEW WORK NOTES FOR INSTALLATION OF NEW WINDOW AT NEW LOCATION — / I % DEMOLITION NOTES: REMOVE EXISTING WALL — -I RESTORATION AND DEMOLITION TOW PART SEQUENCE: PATCH AND REPAIR WALL REMOVE ALL W LAND CEILING AND CEILING SCARING WITH FINISHES EXISTING ALL WORKERS MUST WEAR EYE PROTECTION AND RESPIRATORS. WALLBOARD AND PLASTER PANTRY A EXISTING CONSULT WITH THE EPA FOR PROTECTION GUIDELINES AT: SKIM COAT TO MATCH I BATHR M No.1 EXISTING �NW1N•EPA.GOV/MOLD EXISTING PLASTER FINISHES —� BEDROOM WHERE FOUND. 1.SCRAPE AND CLEAN ALL WOOD MILLWORK SURROUNDS AT EXISTING EXISTING EXISTING No.1 FIREPLACES AND PREPARE FOR PAINTING.ALL FIREBOXES AND FLUES BATHROOM SHALL BE BRUSHED AND CLEANED.ALL WORK ON THE FIREPLACE AND KITCHEN PANTRY 1 No.1 EXISTING DOOR TO REMAIN CHIMNEYS SHALL BE COMPLETE BEFORE MOLD TREATMENT BEGIN. DISCARD TRIM CASING CLIENT 2.AFTER ALL PLASTER AND WALLBOARD AREAS ARE REQUIRED TO BE **G.C.TAKE NOTE FOR**ALL** 7 REMOVE EXISTING WALL I III REMOVED AND BEFORE ANY NEW CONSTRUCTION WORK BEGINS: PECONIC LAND TRUST WINDOWS ON FIRST FLOOR: IVI I AND DOOR.SAVAGE DOOR ( 296 Hampton Road AND ALL HARDWARE CONTRACTOR SHALL FOG THE ENTIRE FIRST AND SECOND FLOORS Southampton, NY 11969 REMOVE EXISTING WINDOW N EXISTING WITH CONCROBIUM MOLD CONTROL BY WAY OF A COLD UVF Ph. 1.631.283.3195 SASHES AND STOPS ONLY. HALL No.1 FOGGER.WHERE SPACES AND MOLD ARE RESILIENT TO THE FOGGER ALL INTERIOR TRIM TO REMAIN. USE A CONCROBIUM SPRAY AND WIPE WITH CONCROBIUM MOLD/ REMOVE ALL EXTERIOR TRIM CASING STAIN ERASER. SILLS TO REMAIN. PROJECT PREPARE FRAME FOR NEW REMOVE ALL VISIBLE MOLD AND STAINING FROM ALL INTERIOR SPACES REPLACEMENT SASK KITS — — AND CALL FOR A MEETING WITH CLIENT AND ARCHITECT. — — — PRIOR TO FLOOR PROTECTION CLEAN STAIR AND STAINED WOOD CL. FLOORS WITH AN EQUAL PART MIXTURE OF MURPHY OIL SOAP AND PAINT THINNER TO REMOVE GRIM. **G.C.TAKE NOTE FOR**ALL** ALL FLOOR AREAS AND STAIR TREADS/RISERS SHALL BE PROTECTED FIRST FLOOR WALLS: - DURING CONSTRUCTION WITH A MINIMUM OF RAM BOARD OR EQUAL V) THROUGH CONSTRUCTION. REMOVE ALL EXISTING SIDING AND EXTERIOR ,y1l ,TRIM CASING. — — ALL PLASTER CEILING AND WALLS SHALL REMAIN AND REMAIN O REMOVE ANY BUILDERS PAPER IF FOUND. — — PROTECTED UNLESS OTHERWISE NOTED. (U.O.N.) REMOVE EVERY OTHER SKIP SHEATHING BOARD EXISTING EXISTING EXISTING 4-j OR AS MINIMALLY AS REQUIRED IN ORDER TO IIII ( DINING ROOM — ENTRY HALL LIVING ROOM ALL INTERIOR DOORS,HARDWARE AND CASING SHALL REMAIN AND BE `N REMOVE ALL BLOWN IN INSULATION/INSULATION PREPARED FOR RESTORATION-(U.O.N.) L PRODCUTS FOUND.SALVAGE SKIP SHEATHING BOARDS WHEN POSSIBLE AND REINSTALL AFTER ALL BASEBOARD TRIM SHALL REMAIN. a) d' LO NEW WORK WIRING AND INSULATION IS COMPLETED. ry./� T 0 �{r C O O U - - - - - - - o FRONT DOOR TO REMAIN t j 0 0 1 FIRST FLOOR PLAN - EXISTING / DEMOLITION PLAN SCALE: 1/4" = V-0" Ir This drawing and design layout is an instrument of services — — — — — — — — — — — and the property of John Cunniffe,Architect.This drawing I— — — — — — — — — — — — — — — — — — F T —_ c — � and design layout may not be reproduced or reproductions F hereof used without the expressed written consent of John REMOVE EXISTING ROOF,DORMER WALLS ( Cunniffe,Architect. INTERIOR WALLS AND ALL FIXTURES AND ROUGH UMBINM It is a violation of the law for any person unless acting under PEU — the direction of a licensed architect,to alter any item in any REMOVE EXISTING OSB SBFLOBFLOOR. — way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature ALL PLASTER GYPSUM WALLBOARD and notation"Altered by"followed by the architects'name, AT BEDROOMS No.2&3 SHALL BE REMOVED. date or alteration, and specific description of the alteration. ( /�� PREPARE WALL FRAMING FOR REPLACEMENT. All dimensions and existing conditions shall be checked and -------- — — — verified by the Contractor before proceeding with the work. SALVAGE ALL LOOSE WIDE PLANK BOARDS FOR REUSE AT FLOOR EXISTING JOHN CUNNIFFE -ARCHITECT HALL No.2 SEE GENERAL DEMOLITION NOTES FOR I John Cunniffe-Architect FOR CLEANING OF BALUSTERS — — 17 Hillside Road Stony Brook, New York 11790 --- T 631 7510590 EXISTINGEXISTING ° BEDROOM __--- BEDROOM **G.C.TAKE NOTE FOR**ALL** No.2 — — No.3 WINDOWS ON SECOND FLOOR: — — ALL GABLE END WINDOWS SHALL REMAIN AND BE RESTORED TO WORKING ORDER.HARDWARE STRIPPED OF PAINT ^ `\ NEW WEATHER STRIPPING WHERE APPLICABLE, — — M• CLEANED AND REPAINTED. INSPECT EXTERIOR r F SILL FOR DAMAGE AND REPORT CONDITION TO OWNER/ARCHITECT. LEGEND PROJECT NUMBER: I EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED ALL WOOD PANELING AND PLASTER WALLBOARD DRAWING: AT HALL No.2 SHALL REMAIN AND BE RESTORED. EXISTING DOORS TO BE DEMOLISHED DEMOLITION AND RESTORATION PLANS AND REQUIREMENTS �- - - -- - - - - -- - — — — — — — — — — - - - - - -- - - - - - - - - - - - - - � EXISTING WALLS TO REMAIN DRAWING NUMBER: EXISTING DOORS TO REMAIN PROPOSED WALL CONSTRUCTION . NEW DOORS PROJECT NORTH 2 SECOND FLOOR PLAN - EXISTING / DEMOLITION PLAN SCALE: 1/4" = 1'-0" 9 , No: Date: Description: 1 10.16.18 For Client Review 6-2" 3'-9" PROPOSED STOOP: 1 2 06.10.19 For Client Review TREX SELECT DECKING A2.0 3 10.23.19 For Pricing WITH CONCEALED FASTENERS. r P WHITE 1 x PVC RISERS CONCRETE PAD SITE MADE DOUG FIR RAILING NEWEL POSTS AND BALUSTERS TO CODE. 12"CONC. I - - - • ~` PIER FOOTING / \ CL CL -3'-0"BELOW / \ 5 0.. fO WIN. WIN. GRADE APPROXIMATE WASTE LINE 2x6 ACID JOISTS I - 8' ABOVE � LOCATION \ / OS O 16"O.C. N \ / q 1.4 CL 1.3 WIN NEW INSULATED STEEL DOOR LOCATION IRM WIT CAY I I I I I I I NEW 150 AMP REVIEW R/O IN FIELD ---— OF BOILER _ 0„ I I 11 1 SERVICE PANEL ASSUME 3/x% _ TO BE SEE GENERAL NOTES FOR L 5,CLIENT SUPPLIED AND INSTALLED KITCHEN / \ I I I 1 11 I I CLIENT LOCATION OF PANEL AND DETERMINED DW. w cf Q� KITCHEN AND COUNTERTOPS. > METER TO BE DETERMINED. O I G.C. RESPONSIBLE FOR ALL ROUGH AND PROPOSED O � w°o [:0 PROPOSED 1 I I I I EXI�iING I I I I PECONIC LAND TRUST PROPANE FIRED EAT IN KITCHEN BEDROOM L — —I CONDENSING BOILER FINAL PLUMBING INSTALL. M BATHROOM I I I II I I I No 1 296 Hampton Road CD L — 7 AND HYDRONIC AIR HANDLER NEW %"x 8"DOUG FIR FLOORING � No.1 I I I r I I I I I Southampton, NY 11969 TO BE PROVIDED BY FACE NAILED AT KITCHEN II II II II II I l o l G.c 30 REF. Ph. 1.631.283.3195 I o o � I I I I I I I I I I I I C IF-' L -1 - - - -O� II II II II II 1 17 ! II II II II II I 1.2 PROJECT II II II II II A2.1 EXISTING ( I 1 I I 1 A2.1 - F- - -I HALL No.1 I I I I I I 1 1 0 1 1 0 1 I II II **G.C.TAKE NOTE FOR**ALL** — — � _ Ll FIRST FLOOR AND GABLE WALLS: 71- 1 INSULATE WALL CAVITY. I I I dl ( _ _ NEW STACKABLE — — 1— — —1 COORDINATE WITH ELECTRICAL 1 1 11 1 I I I WASHER 1 1 I 1 I I CONTRACTOP SCOPE OF WORK AND SEQUENCE. AND DRYER O 1 O 1 1 O 1 1 O 1 INSULATION SHALL BE R15 PAPERLESS BATT. I I 1 1 1 I VENT DOWN L - -1 L L - INSTALL BATT INSULATION SECTIONS I 1 1 1 1 1 1 I I AND OUT1 1 1 11 1 1 BETWEEN SKIP SHEATHING. 1 1 II II II II II II I - II II II II II II II I � AFTER WIRING, INSULATION AND NEW/REUSED SKIP 1 1 11 1 1 1 1 1 1 1 1 1 EXISTING 1 1 I I 1 1 I I I I I 1 1 I eD SHEATHING REPLACED,INSTALL 60%FELT I I 1 I I 1 ENTRY 1 1 I I 1 I 1 '�'� d LO PAPER AT ENTIRE WALL. I REPAIR % I I I I I I I I I FOG BASEMENT WITH CONCROBIUM I I I EXISTING — — REPLACE EXISTINGICZ Vj O '— PRIOR TO ANY ADDITIONAL WORK TO APPLY 24"ROYAL CEDAR SHINGLES i g I I 1 I 1 I CC FASTEN WITH STAINLESS STEEL FASTENERS I I I I p�NING EOM 1 1 MATCH ERS TO I I I LIV,NG ROgl1�l I Y Z STABILIZE MOLD GROWTH. I 12"TO THE WEATHER WITH A MODIFIED EXPOSURE TO 11 II 1 I I I I EXISTING COURSE WITHWINDOW HEAD AND SILLS. I I II1 I 0 0 I II II II I II II II II II 1 11 II II II II II I II II II II II II II I � o 1 II II 11 II II II I II II II II II II II I lO (0 o 1 II II II II II II I II II II II II II II I M C/) 1 I 1 1 I I I I D1.1 I II II II II II II I � II II II II II II II I � Cz - O 2x6 AC JOISTS I _ -- — 16"o.c. ^� ` I 1.9 1.10 I ( 1.11 1.12 VJ 12"CONC. PIER FOOTING I I I -3'-0"BELOW TYPICAL AT ALL WINDOWS AND DOORS I ■ GRADE RE-CASE ALL'WIDOWS AND DOORS SEE — — — — — — —— — 8"ABOVE WITH W x 4"r lIMED AND PAINTED I FRONT ODOOR SIDELIGHTS,TES FOR ORATION OF L _ _ _ _ _ _ __ _ J SPANISH CEDAR. PROVIDE W DRIP CAP AND BENZ'COPPER COVER. — DO NOT BACK PRIME CASINGS. REINSTALL ENTIRE ROOF OVER STRUCTURE. RESTORE FINISHED UNDERSIDE REVIEW EXISTING COMPONENTS: AND PAINT RECONDITION EXISTING BENCHES,COLUMNS This drawing and design layout is an instrument of services AND RAILINGGAND INSTALL OVER NEW 5/x 4" and the property of John Cunniffe,Architect.This drawing TONGUE AND GROVE DOUG FIR DECKING WITH and design layout may not be reproduced or reproductions OIL FINISH OVER ACQ FRAMING. hereof used without the expressed written consent of John 2 %"DOUG FIRBOARDS FOR TREADS AND RISERS. — �,0 Cunniffe,Architect. OIL FINISH It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, PROPOSED BASEMENT / FOUNDATION PLAN date or alteration,and specific description of the alteration. 1 2 PROPOSED FIRST FLOOR PLAN All dimensions and existing conditions shall be checked and SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 le . 1, \ 777 1 4� 00 \ \ \ " oo - LEGEND I \ - - -- _LT__1_ I PROJECT NUMBER EXISTING WALLS TO BE DEMOLISHED scALE: AS NOTED 00 00 — o M 0 DRAWING: o O EXISTING DOORS TO BE DEMOLISHED PROPOSED FIRST / FLOOR PLAN J EXISTING WALLS TO REMAIN -. -- IL EXISTING DOORS TO REMAIN DRAWING NUMBER: PROPOSED WALL CONSTRUCTIONAl . 1 PROPOSED KITCHEN ELEVATIONS NEW DOORS PROJECT NORTH SCALE: 1/4" = 1'-0" No: Date: Description: 1 10.16.18 For Client Review 2 06.10.19 For Client Review KEY NOTES - SEE ELEVATIONS 3 10.23.19 For Pricing OREMOVE ASPHALT SHINGLES DOWN TO SHEATHING. PROVIDE NEW WESTERN RED CEDAR SHINGLES OVER CEDAR -1- BREATHER 60 FELT PAPER AND ICE AND WATER SHIELD AT RIDGE AND ROOF EDGES . INCLUDE 16 o.z COPPER DRIP CAP AT GABLE Lr--- --------------- --_:_. --- - - -------- ----- _. _ -- ^. - 2 ROOF EDGES. -- - - REVIEW /VERIFY CONDITION OF THE SUBSTRATE OVER HISTORIC - -- SKIP SHEATHING AND REPORT CONDITION OF ASSEMBLY TO --- - 12 12 13.5 ARCHITECT AND CLIENT. -- -- REMOVE OLD FLASHING AND REPLACE WITH 16"O.Z. COPPER STEP �. FLASHING -STEP WITH BRICK COURSING 6 ❑❑❑ O NEW PAINTED 1 x 6 SPANISH CEDAR FASCIA AND SOFFIT %/ ❑ ��❑ 4 MATERIAL AT NEW DORMER. -- CLIENT 111111. ❑❑ ❑❑❑ ISI-JI-IL-FIJI- �_\\ n NEW -WOOD FRAMED BATHROOM DORMER-SEE PLANS AND PECONIC LAND TRUST -------------- - - - -- ---- - �-/ cRoss sEcrloN. 296 Hampton Road U.O.N. REMOVE EXISTING WINDOW SASH,STOPS AND EXTERIOR Southampton, NY 11969 CO TRIM CASING . INTERIOR TRIM CASING TO REMAIN-PROVIDE NEW Ph. 1.631.2$3.3195 \ PAINTED WOOD DOUBLE HUNG WINDOWS SASH REPLACEMENT LLL. _-- - ------ 12 12. % \, KITS. SEE GENERAL NOTES ON SHEET T1 FOR WINDOW ------_ _ __----_..._ ----- _ .-I-�-LI-I 1JJ�J�L�1_J� ___________ �L PROJECT - 13 SPECIFICS.ALL EXISTING FRAMES AND SILLS TO BE SCRAPED OR -- 11 _- SANDED AND REHABILITATED TO GOOD WORKING ORDER. LIL PROVIDE NEW W x 4"PAINTED SPANISH CEDAR TRIM CASING. 10 Q ❑Liu HEAD CASING SHALL HAVE 1"x DRIP CAP WITH 16o.z. COPPER TOP II ❑. IIII FLASHING. LJ - ®�° lr RESTORE ENTIRE WINDOW AND PROVIDE NEW WOOD CASINGS tj 01 _LLLiL __JL- O SIMILAR TO ITEM No.5 �` �U ICU ❑�I ❑�❑ ❑I �� I IJ �l �_ 15 j II O ❑L❑❑❑l I LJ ❑ ���❑❑❑ 7O REAR STOOP-SITE MADE CEDAR NEWEL POSTS, 2x4 RAILINGS . I . I . I . , . I .I I I I I I I I I I I I I I I I I I I I 1 AND W SQUARE BALUSTERS. INCLUDE CONCEALED FASTENED TREX SELECT DECKING. 3: `V cz - --- - - - - - - -- - - - - i16 - O PROVIDE PAINTED/LOCATED BILCO DOOR COVER AND ANY .F00'It Lo EXTENSIONS NEEDED. SIT DOOR ON 1-1/2" x 8"BLUESTONE CAP (D o l I I I I I OVER CONCRETE FOUNDATION. < � T U) O ,— I NOT USED -0 c z (� o -o I I 10 REMOVE ALL SIDING DOWN TO EXISTING SKIP SHEATHING. 0 O REMOVE EVERY OTHER SKIP SHEATHING BOARD IN ORDER TO �//�� C) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J COMPLETE INSTALLATION OF R19 BATT INSULATION. INSULATION V, (p O - - - - - - - - SHOULD NOT HAVE FOIL OR CRAFT FACE. -N+ � EL - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALL ANY WIRING AT FROM EXTERIOR WALLS SIDE AS NECESSARY TO NOT EFFECT INTERIOR PLASTER WALLS L PROVIDE 60# FELT PAPER AND HAND SPLIT WESTERN RED O SHINGLES WITH 12" EXPOSURE.WEAVE CORNERS. (n ONLY USE STAINLESS STEEL FASTENERS. 1 PROPOSED FRONT ELEVATION 2 PROPOSED SIDE ELEVATION �� - �� SCALE: 1/4" - V-0" 11 PAINTED SPANISH CEDAR 5/4" x 12"(RIPPED AS NEEDED TO ■ SCALE: 1/4" - 1 -0 - MEET TOP OF WINDOW CASINGS. � 12 PAINTED SPANISH CEDAR 1 x 6 FASIA AND 1 x SOFFIT MATERIAL. 121 PROVIDE 5"16 O.Z.%2 ROUND COPPER GUTTERS AND 3" DOWNSPOUTS. PROVIDE STAMPED FASCIA MOUNTS EVERY 32" D.C. PIPE ALL DOWNSPOUTS TO DRYWELL(S). This drawing and design layout is an instrument of services -- and the property of John Cunniffe,Architect.This drawing 13 CREATE MATCHING EAVE AND FASCIA DETAIL TO FRONT OF and design layout may not be reproduced or reproductions HOME. MATCH MATERIAL REQUIREMENTS OF ITEM No. 12 AND 12.1 hereof used without the expressed written consent of John Cunniffe,Architect. 14 1x 8 SPANISH CEDAR RAKE BOARD WITH 1 x 2 DRIP CAP WITH It is a violation of the law for any person unless acting under --- - 2 2 OGEE PROFILE PROUD OF SHAKES. the direction of a licensed architect,to alter any item in any 2 / way. If any item on this document is altered,the altering - --- - 15 FRONT STOOP ROOF OVER TO BE RESTORED IN KIND. ALL architect shall affix to such items his or her seal and signature SURFACES.COLUMNS SHALL BE SALVAGED . EXISTING and notation"Altered by"followed by the architects'name, 3.5 / 12 INGLENOOK BENCHES SHALL BE RECREATED AND FIXED TO NEW date or alteration, and specific description of the alteration. �% \�10 PAINTED MAHOGANY RAILING AND BALUSTERS. \ All dimensions and existing conditions shall be checked and SEE NEW WORK NOTES FOR NEW STOOP,STEP AND HANDRAIL verified by the Contractor before proceeding with the work. __ CONDITIONS. ILL1 ; '� ❑�� \ `�❑ JOHN CUNNIFFE - ARCHITECT 6 � 16 EXISTING FRONT DOOR SHALL BE RESTORED. STRIP PAINT FROM 4 � ❑❑❑ O�_ -_I❑ ❑❑❑ ❑❑� ❑ �❑__�___�__ 14 DOOR PANEL AND REPAINT. DOOR HINGES SHALL BE STRIPPED AND REFINISHED . HARDWARE SHALL BE BROUGHT BACK TO �/ I ❑❑❑iLLLILJ ❑❑❑ �� WORKING ORDER, NEW SOILED OAK SILL PROVIDED AND ALL NEW John Cunniffe-Architect WEATHER STRIPPING SHALL BE INSTALLED . SIDELIGHTS, 17 Hillside Road / I I I L1_ �!_ ❑_❑�L_❑_❑❑_ �' TRACERY CANING AND CAST METAL FLORETS SHALL BE Stony Brook, New York 11790 RESTORED AND PAINTED . T 631 751 0590 u ❑_ ❑l� 1�I.�1J ❑ IJ -- --- _� \ -- --- - - - - - ,., - - - �ED AA?C LLLfl--LL-L _LL -LILLLL Ll -- ' ' it-�uI LH U� Ld_L1i1_[U[UU LLLd - ILtULL 11LI - - ❑1�1�Ji ___��_-_ 1iL1L�I o 1❑ 1 5 - X11_ I�_LJL-J i L� �� EE _L1j "I LiLLL-L I - -- � I - I I I I I I f+. w a _j ILLLL11J1 1❑ lilt-1 iU1Lfl� ❑- _1 I I �1 LlJ Ill 1_ _ ) I I I I I I�� II I I�❑❑-❑- _ ___ -I -'❑- I I PROJECT NUMBER: - - - - "� -- - - - - - --- --- - ---L-- --- --- -- _- — SCALE: AS NOTED DRAWING: I I I I PROPOSED ELEVATIONS II II II II II II II II II II II II II II II II II II II II II II II II DRAWING NUMBER: A2 , 0 PROJECT NORTH 3 PROPOSED REAR ELEVATION 4 PROPOSED SIDE ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" No: Date: Description: �.o A2 0 1 10.16.18 For Client Review 2 06.10.19 For Client Review CREATE MATCHING EAVE AND FASCIA 3 10.23.19 For Pricing DETAILTO FRONT OF HOUSE. ol 7'-3" PROVIDE 5" 16 o.z.,2 ROUND COPPER WALL ASSEMBLY: V.I.F. GUTTERS AND 3" DOWNSPOUTS. PROVIDE WOOD SHINGLE SIDING 2.1 STAMPED FASCIA MOUNTS EVERY 32"o.c. PIPE FELT BUILDERS PAPER ALL DOWNSPOUTS TO DRYWELL(S). Y2"APA SHEATHING --- - - - - - - - - - - - - - - - - - - - I 2x4 WALL STIDS 16"o.c. R15 ECOBATT INSULATION I / (2)2x8 HDR I - - Yi'MOISTURE RESISTANT PAINTED WALL BOARD. I BAOHROO ° 1x4 PAINTED POPLAR TRIM REMOVE ASPHALT SHINGLES DOWN TO T SHEATHING. No.2 CASING. _ I PROVIDE NEW WESTERN RED CEDAR ----------------------- C3 Ni a o I SHINGLES OVER CEDAR BREATHER 60 FELT INSULATE ATTIC SPACE WITH o --- - -- R30 BATT INSULATION -J PED APERAND ICE AND WATER SHIELD AT -- - RIDGEAND ROOF EDGES . INCLUDE 16 o.z C + COPPER DRIP CAP AT GABLE ROOF EDGES. _ w QREVIEW /VERIFY CONDITION OF THE INSTALL EXISTING/REFURBISHED SUBSTRATE OVER HISTORICo CLIENT U v PAINTED WOOD DOOR,FRAME AND I I I I I ( ( SKIP S'-IEATHING AND REPORT CONDITION -- p � PECONIC LAND TRUST CC' OF ASSEMBLY TO ARCHITECT AND CLIENT. Hampton CO SOU Hampton, NY 411969 HARDWARE FROM 1STFLOOR. I I I I I 36 I ( (111111,�7 I II II I I II II II I N PROVIDE EALL NEW Y2*PAINTED AND BEDROOMS 2 AND 3 I I I I I I I I PROVIDE 4"x 8"COPPER VENTS Ph. 1.631.283.3195 WALL AT EACH SIDE OF SHED ROOF I I 1 1 I I EXISTING I I I I ( AT ATTIC LEVEL -- --- 1I I I I HALL No.2 I I I I I I 1 I I I I I I I IRIDGECAP - PROJECT 2 2.2 I IIFMII I II I � II I 1 FM I II II I - I II II A2, I II II II I _ _ _ I II II II I I EXI�tING I I ( EXISTING I I BEgI OOM I I I - - - I I BqDooM I - - -- U) I II n. II I II I II I 23 I II II I - - I II II I 25 - I 0 I II II II I I II II II Cz PATCH AND REPAIR FLOOR REUSE I I I I I I I nom, co LOOSE O BOARS AND CONSOLIDATE AREA. I I I I I I I I I N /"1♦ }+ LO REPLACE MISSING FLOOR BOARDS. - - - 0- O REVIEW SPECIES AND NAILING WITH �0% _ PLT AND ARCHITECT. �// O 1E O ,- �Z - -- O o O (� O o 0 0 vr� i V 0 2 U) (1) 2 2 .0 A2.0 rl PROPOSED SECOND FLOOR PLAN 2 PROPOSED ROOF PLAN �� = �� SCALE: 1/4" - 1 -0" and he property of John Cunn ffe ArchitectThis drawing and design layout is an t..�This drawing servicesent of SCALE: 1/4" 1 -0 - and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect, WINDOW AND DOOR ORDER / QUOTATION MUST BE REVIEWED BY ARCHITECT PRIOR TO ORDER BEING MADE IF NOT REVIEWED ARCHITECTS TAKE NO RESPONSIBILITY FOR PRODUCTS ORDER isaviolation athelawforan y person unless acting under t WINDOW REP AND G.C. RESPONSIBLE FOR DIMENSION AND COORDINATION OF REPLACEMENT SASH KITS the direction of a licensed architect, alter any item in any al way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, WINDOW AND DOOR SCHEDULE: date or alteration, and specific description of the alteration. All dimensions and existing conditions shall be checked and MARK: LOCATION MANF. MANUF. SERIES MOD #: EXSTIMATED OVERALL TEMPERED REMARKS: verified by the Contractor before proceeding with the work. SASH SIZES MARVINSIGNATURE ULTIMATE/CLAD JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road 1.1 LIVING ROOM MARVIN SIGNATURE SASH KIT NO Stony Brook, New York 11790 ULTIMATE WOOD T 631 751 0590 1.2 BEDROOM No.1 SASH KIT NO f7 A%�� MATCH SASH 1.3 BEDROOM No.1 AT 1.2 NO 1.4 BATHROOM No.1 WUDH2O16 NO 1.5 KITCHEN WUDH2O16 NO 1.6 KITCHEN SASH KIT NO 1.7 KITCHEN SASH KIT NO OF t4 1.8 DINING ROOM SASH KIT NO LEGEND 1.9 DINING ROOM SASH KIT NO PROJECT NUMBER: 1.10 DINING ROOM SASH KIT NO _ EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: lj EXISTING DOORS TO BE DEMOLISHED PROPOSED SECOND FLOOR D1.1 EXISTING SEE RESTORATION NOTES AND ROOF PLANS D1.2 UPSTATE 3/0 x 6/8 x 1-3/4" EXISTING WALLS TO REMAIN DRAWING NUMBER: EXISTING DOORS TO REMAIN SIGNATURE WUDH2O16 YES 2.1 BATHROOM No.2 MARVIN ULTIMATE CLAD 2.2 BEDROOM No.2 EXISTING RESTORATION TO WORKING ORDER AND REPAINT PROPOSED WALL CONSTRUCTION Al2 2.3 BEDROOM No.2 EXISTING RESTORATION TO WORKING ORDER AND REPAINT ■ 2.4 BEDROOM No.3 EXISTING RESTORATION TO WORKING ORDER AND REPAINT NEW DOORS PROJECT NORTH 2.5 BEDROOM No.4 EXISTING RESTORATION TO WORKING ORDER AND REPAINT