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HomeMy WebLinkAbout44864-Z �o�aSUfF0401, Town of Southold 3/13/2022 o P.O.Box 1179 C* - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42907 Date: 3/13/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 30635 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/14/2020 pursuant to which Building Permit No. 44864 dated 6/12/2020 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 finished basement and front covered porch as applied for. The certificate is issued to Sachs,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1130 2/22/2022 ELECTRICAL CERTIFICATE NO. 44864 1/12/2022 PLUMBERS CERTIFICATION DATED 1/13/2022 N JTTh Tuomey th ri ignature FillTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. . 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#: 44864 Date: 6/12/2020 Permission is hereby granted to: Sachs, Richard 2435 Laurel Way Mattituck, NY 11952 To: demolish interior of existing building as applied for. Additional approvals/permits will be required. At premises located at: 30635 Route 25, Cutchogue , SCTM # 473889 Sec/Block/Lot# 102.-2-22 Pursuant to application dated 5/14/2020 and approved by the Building Inspector. To expire on 12/12/2021. Fees: . NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $300.00 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 $15.00 Date. fiW&H New Construction: Old or Pre-existing Building: (check one) Location of Property: SO S ffMA) aM eAb2V�1� AM House No. Street ramlet Owner or Owners of Property: lkl(r *ao Suffolk County Tax Map No 1000, Section f, ®Z Block t./G Lot Subdivision f Filed Map. Lot: Permit No. g�7 Date of Permit. Applicant: uxaoA RttTv&t Health Dept. Approval: N I A Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �® Applicant Signature O��OF SOUlyo� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(c�town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Sachs Address: 30635 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit#: 44864 Section: 102 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric License No: 4836ME 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 Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 74 Ceiling Fixtures 55 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 24 Wall Fixtures 9 Smoke Detectors 9 Main Panel A/C Condenser 4 Single Recpt Track Lighting 300' CO2 Detectors Sub Panel 200X2 A/C Blower 4 Range Recpt gaS/30 Ceiling Fan5 Combo Smoke/CO 3 Transfer 400A UC Lights 57' Dryer Recpt GaS 2'LED 2 Time Clocks Disconnect 4 Switches $3 4'LED $ Fluorescent Lights 72' Pump Other Equipment: Hood-2, Dual Fuel Oven, DW-2, Fridge-2, Dehumidifier-2, Floor Heat, Mini Split w/ 4 BlowerHeads, Disposal-1, Lutron Lighting Panels 12 Circuit x 2, 2- 54 Circuit Panels 200A Notes: New House Inspector Signature: Date: January 12, 2022 S.Devlin-Cert Electrical Compliance Form Q�Ot� SO � Town Hall Annex ' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G - Southold,NY 11971-0959 BUILDING DEPARTMENT � F� � � IT � TOWN OF SOUTHOLD I JAN 19 2022 LF BUILDING DEPT: TOWN OF SOUTHOLD CERTIFICATION. Date: , 2 z— Building Permit No. (_O_� Owner: ��t C- A. (Please print) Plumber: �A �—u a (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 3�� day of SAfvL4 A P--L, 20 2 2- Notary Notary Public, ��AC County JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. 01L16259018 Qualified In Suffolk County My Commission Expires April 02, 2014. Building'Debartment.Aonlication.. : AUTILORIZATLON , (Where the Applicant is not tho.4vmec) ; :. :j. � I �LL-� .residing (Print propertyowner.'s name) ailing Address) /v1AMvch.; it 4S.'L. do hereby authorize D% 1./� o apply on my`behalf to the Southold Building Department.. (Frtnt Owner's Nam Building Department ApAlieation AUTHORIZATION (where;the Applicant is notihe-Owner) residing at.._'"T `� X. I _! (print pn�pgty-owner's name) (Mailing Adomss) q[�do hereby.'authorize .AMP.Architecture 1 (Agent) to zpply on mybehalf to the Southol wilding Department. e?s Signature.) (DaW (Print own-er's Name) . :....... . .CONSENT R NSPECTiON the undersi ed,doles :hereb state Qvvner(s)Names) Thatthe undersigned(is):(are)the owner(s):of the premises in the Town of Southold,located at (/1� . which.is shown and designated;on the Suffolk Coup Tax Map as Distract Section: 0` Block That the undersigned(has)(have) filed,or cause to be filed,an.application:in the: Southold T.,o Building LnsPector's O# ice.for the.followng 'n�j That he undersi ned do:(es hereb ive Consent to the:BWlding Inspectors:of the:: g .. ) y g': Town of Southold to enter upon.the above described property;including any:and all i wild rags located thereon;to Conductsuch inspections as they rainy di: neeessary.wad.. . respectfo'the 'd application,uiciuding,inspections to determine:that sand prenuses:. comply with all of the laws,ordinances,rules and regulations of the Town of Southold The undersigned,in consenting to such inspections,doles)so with the knowledge an derstandmg flint any.information:obtained in he conduct:of such inspections may dun be used:in subsequent prosecutions for violations of the laws,ordnnances,rules or, regulations ofihe Town of Southold a. Dated F. .: (Sign .�. 5 (PrintName) . (Signature) (Print Name) O�aOP SOUTyOI - 1 = # ' TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 I-NSPEC ION . [ ] 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 [ ] DME C/O REMARKS: (Dk ko oma. _ �✓�' , DATE INSPECTOR SOUIy�� f TOWN OF SOUTHOLD BUILDING DEPT. `y�urm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [- ] INSULATION/CAULKING- FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] . FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE `�j INSPECTOR - OF SOUT,yolo f # TOWN OF SOUTHOLD BUILDING DEPT. �`yc0irmN�'' 765-1802 [ ] FOUNDATION 1ST [_ OUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A/ASU14( :li0 Lfvv� DATE - INSPECTOR 8b 1 SOF SOUTy - - -- � o # # TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL-ATION/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 t61 r_pA_ �>u✓J DATE 1 o I ZOZ� INSPECTOR OF SOUIyo� liLl V V :30 3 S # TOWN OF OU THOLD BUILDING DEPT: . �ycoorm" 765-1802 JNSPECTION .. [ ] 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 r[ l PRE C/O REMARKS: DATE Z INSPECTOR np I� KEW YO;R'K ® B C1iN01RYJAi 1 9 2022 - � Fr TECH:N O'L CC G R 0'U P SULU'_1 t.UI, TOWN OF SCs�i` iiLt7 Affidavit Of 2020 ECCC Compliance Date: 11/20/2021 Inspection Address: 30635 Main Road, Cutchogue NY This is to Certify that on 11/11/2021 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM E1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 7772 Blower Door Test Result: 34 Conditioned Volume: 96297 Leakage in ACH50: 2.14 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been'tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Sant Leakage CFM@25: 146 Supply R-value: 8 Return R-value 8 System 2: Lvng Leakage CFM@25: 130 Supply R-value: 8 Return R-value 8 System 3: Bsmt Leakage CFM@25: 0 Supply R-value: NA Return R-value NA Total Combined Leakage: 1 276 CFM@25 Leakage Limit: 310.88 JCFM@25 403.3.3 2 2020 ECCC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 �s Provider ID#:1998-072 om Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:681495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com Y � FIELD INSPECTION REPORT7 DATE COMMENTS . � ro t� FOUNDATION (IST) -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) c 6 y ROUGH FRAMING& y PLUMBING aT /►� O�v V3 r r INStiLATION PER N.Y. �7 STATE ENERGY CODE sbld�,r -G is FINAL ?j N n A ADDITIONAL COMrylENTS toe i Z -7 -rL- � m OUT vv� �rlsa tC r � b x � b � y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. {: ' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 �� Single&Separate Truss Identification Form Storm-Water Assessment Form J� Contact: Approved ,20�a/ Mail to:��� nn��� Disapproved a/c �T.. /L)�( Phone: Expira on 120 t - Building nspector MAY 1 4 2020 APPLICATION FOR BUILDING PERMIT „. .. 1 Y le il� ) , Date 2020 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant oorname,if a corporation) AICLW 6r. , (Mailing address of applicant) State whether applicant-is owAr lessee gent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PCMRD E&RS (As on the tax roll or latest deed) If applicant is a corpration, signature of duly authorized officer (Name and titl of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which o osed worc.will.be done: House Number Street Hamlet County.Tax Map No. 1000 Section �� w_ Block- ' (� -Lot 2-2- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi s and intended use and occupancyof proposed construction: a. Existing use and occupancy_ (nm/VI&Z.0 L 8Vf U 0 'H b. Intended use and occupancy oam j'�L— aax tel 3. Nature of work(check which applicable): New Building AdditionAlteration Repair Removal Demolition Other Work' QL (Description) 4. Estimated Cost 4$1 o 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N 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. � 11 7. Dimensions of existing structures, if any: Front ( . Rear Depth q's, Height - 2-6 Number of Stories j Dimensions of ame structure with alterations or additions: Front ML Rear Depth Height !J e/ Number of Stories (4 C- 8. Dimensions of entire new construction: Front Rear A)l� `Depth MA Height J) Number of Stories 9. Size of lot: Front t(os. 25 Rear 66, 0 4 , Depth f>-03,06 4- 333/, 10 10. Date of Purchase 7101�( Name of Former Owner L( ITY66 lm)tt 1?&4 oe 8ximAy- 11. Zone or use district in which premises are situated )`— q C) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v, - 13. /13. Will lot be re-graded? YES NO 1/Will excess fill be removed from premises? YES NO i` R o Box) ! 14.Names of Owner of remises I�IC Address ' tYc, 652.Phone No.�(�lb� Name of Architect L WIP,L A , �c.04Address o Phone No 631—ZO6-OEEQ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO v- - * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O / 9 IiL.lLl�-ITL&'Z- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A�j6yj— I (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfonned 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 th stepn a Cowdell Notary Public-State of New York day of J��ilf 2 No.01C06234951 Qualified in Suffolk Countn ku Qy y My Comm.Expires January 31,2023 Notary u lc Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD:NY'"!1971 " 4 sets''of Building Plans " TEL: (631)765-1802 Planning Board approval, ' FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT.NO. - - Check ' Septic Form Trustees, C.O.Application Flood Permit Examined ;20 - 1 Single&Separate ss Identification Form Storm-Water Assessment Form Cont ct: Approved ,'20' r•r Mail`to: Disapproved a/c 'Phone: Expiration ,20 ._ . NTT B ilding_Inspector APPLICATION OR"BUILD G PERMIT S E p 1 2020. Date September.11 2020 -,7 INST UCTI O S _.. . . 2 �nI a.This application MUST-be completely filled in by ty writ or in ink and-submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedu e. - - b::Plot plan:showing location of lot and of buildings on p ses,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may notbe comm ced before issuan ce"of Building Parniit. d.Upon approval of this application,the Building Inspect ill issue a Building Permit to the applicant. Such a permit shall be kept on the premises,available for inspection throughout. a ork. , e.No building shall be occupied or used in whole or in fo any purpose what so ever until the Building Inspector issues a Certificate of Occupancy: f.Every,building permit shall expire if the work autho zed,has t commenced within.12,.months after..the date of. issuance or has not been completed within 18 months from s h date.If n zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Insp ctor may aut orize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be requ' ed. APPLICATION IS HEREBY MADE to,the Buil ng Department f 'the issuance,of a Building Permit'pucsuant to Building Zone Ordinance of the Towri of Southold, Suff' County,New Yo k,`arid:other applicable Laws;Ordinances,or Regulations,for the construction of buildings,additions or alterations or for moval or'demolition as herein-described:The applicant agrees to comply with all applicable laws,or ances,building code;housing code,'and regulations,and-to admitt" authorized inspectors on premises and in building for ecessary inspections. ignature of applicant or name,if a corporation) 1075 FrankinAve:,, Laurel NY 11948 (Mailing,address of,applicant) .; ± State whether applicant is owner, lessee,agen , architect, engineer, general cont ctor, electrician,plumber or builder Agent t Name of owner of premises Richard Sachs } = (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer Francesca Brennan(AMP Architecture), - (Name and-title of corporate officer) - Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 30635 Main Road Cutchogue, NY House Number Street Hamlet County Tax Map No.•1.000-' Section 102' Block 02 —Lot 22' ;Subdivision + Filed Map No. Lot a v• . . _.. . - - • . to , .: 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existing,,use and;occupancy Private Residence b. Intended use and occupancy,Private Residence 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) - 5. 'If dwelling;'number of dwelling'units N/A Number of dwelling units on each floor N/A If garage, number of cars' N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Private Residence 7. Dimensions of.existing structures, if any:Front 24' Rear 48' Depth 48' Height21' Number of Stories' Dimensions of same structure with alterations or additions: Front 24' Rear 48' Depth 48' Height21' - Number of Stories 1 8. Dimensions of entire new construction:Front 24' Rear 48' Depth 48' Height 21' Number of Stories 1 9. Size of lot:Front 1.17.44' Rear 165.04' Depth 334.10' 10.Date of Purchase Name of Former Owner 77, 11. Zone or use districtR-40/'R=80 NC%C .in which premises are situated , • 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 Abe removed,from premises?YES NO X 14.Names of Owner of premises Richard Sachs Address Po sox 1261,Mattituck NY 11952 phone No. ' Name of-Architect Anthony Portillo Address 1075,FrspldimdlleAve.,Laurel W11N8 Phone No 516-2140160 Name of Contractor Address Phone No•:' I 15 a.Is this-property within 100 feet of a tidal wetland or a freshwater wetland?'*YES .' "..'NO,'X ., * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYBE REQUIRED.- b. Is this property within 300 feet of a tidal wetland?.* YES NO X * IF YES,D.E.C.PERMITS MAYBE REQUIRED.,. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines.' 17. If elevation at any point on property is at,10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFSurf-oly being.duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the - - (Contractor,Agent, Corporate Officer, etc.) l . . of said owner or owners;and is duly authorized to perform or-have performed the said work and to make and Me ttiis'applicaiion; that all statements contained in this application are true to the best of his-knowledge and belief;and that the work'will•be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Seems SMbelr 20.2-0 Lori T McBride Notary Public, , NOTARY PUBLIC,STATE OFNLXYORK Signature fApplicant Registration No.OIMC6369447.. Qualified in Suffolk County Commission Expires December 11,2021 Scott A. Russell 10s1FFQ/ S�COIRI\�! NWAAT]E]R. �[AANAA�GIJEI��/I IEN T SUPERVISOR � � SOUTHOLD TOWN HALL-P.O.Box 1179 O' Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O 1 CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWIta Q (CHEM ALL THAT APPLY) Yes No ® 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. ❑® 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. ® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El El 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 Tag 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 wit�your Building Permit Application. S.C.T.M. #: 1000 Date. (Property Owner,Design Professional,Agent,Contractor,Other) District NAME: PS e a1 Section Block Lot R +' FOR BUILDING DEPARTMENT USE ONLY Contact Information 1(,—157 2-q 7 q' n,"i—Nvmkrl Reviewed By: Date: Propertv Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ® Approved for processing Building Permit. — �ohNI 35 I't u ata Stormwater Management Control Plan Not Required. Cka:CLAW-LE Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.&: 1000 5�, CHAPTER 236 trroperty owner.Design rrofessional,Agent,Contractor,Othed .0 O,9 oz �� Stormwater Management Control Plan CHECK LIST NAME: NNjjjOtit,,-( PC�V_JJLL-o section Block Lot � S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. r'—"'" Date: ` * The applicant must provide a Complete Explanation and/or Reason for not providing -Itut 30 �1 all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. e. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-t7(02). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. No CLAW—ySG- GP- LAI-tn � ES 20-0 aSZO f. Existing& Proposed Contours of the Site (Miolmum z Intervals) [�[ S 'L g. Location of all existing&proposed structures, roads, . driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& C-5 41plmski P-UCX39 Li.VAlnoa.S bvC;rr proposed structures. v L000 aly 15t12 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). [� k, Location of proposed Construction Entrance/Staging Area(s). C p F" -97,"CT1C,3 t-h/T1P ta'AiY_'.G t.S ext cr 1. Location of proposed concrete washout area(s). In. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sired to capture,store,and infiltrate O on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. �?cl '1 tSC , c. Inlet Drainage Structures(e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) — P **** FOR ENGINEERING DEPARTMENT USE ONLY Additional InFormation is Required. I Reviewed& El Stormwater Management Control Plan is Not Complete. Approved By: — — — — Stormwater Management Control Plan is Complete. Date: I El SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2021 Customer Name 24e,,4usElectrician Name Idl G Address Phone e-mail e-mail Phone License# fr°,Iv1 Size "L 6V A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole I�J P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. .This verification is valid for 90 days from the date above. Authorized by r �ct}fEElt,{ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD, c, =` Town`Hall Annex. `54375'-Main,Road - PO'Box.til 179 - .. f i . Southold, New,Yo.rk,1.1i97,,1-0959.= Telephone;(631) 765-1,802 •'FAX`,(631) 765-9502. rogerr(�southoldtownny.gov - sea n'd(c_southoldtownny gov APPLICATION FOR{E'LE.CTRICAL INS'PE.CTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/20/2.1 Company Name: Wildwood Electric Inc. Name:Sachs License No..4836-ME ,email:-ralphjr@wildwoodelectric.com Phone No: 631-236-2211 ❑✓ I request an email copy of Certificate of'Compliance Address.: 30365 Rt. 25, Cutchogue JOB SITE 1N FORMATION (All Information.Required) ; Name: Sachs Address: 30365 Rt. 25, Cutchogue Cross Street: Phone No.: 631-236-2211 Bldg,Permit;#: 44864 email: ralphjr@wildwoodelectric.com Tax Map District: 1000 Section: 102 Block: 02 Lot: 22 BRIEF DESCRIPTION OF WORK(Please Print Clearly)' '.,001/o,Rewire of a existing Structure. 1006/6 Rewire of a existing Structure 100% Rewire of a existing Structure Check All That A pP I' ` Y, Is job ready for:inspection?: FV, YES, _-_-.ONO ❑✓ Rough In ❑Final Do you need.a.Temp Certificate?: ❑✓ YES ❑NO Issued On__5/20/215 Temp Information: (All.information required). ; Service Size ❑✓ 1 Ph ❑3 Ph Size: 400 T- A # Meters 1 Old Meter# 98302106 W New Service F1 Service Reconnect ❑✓ Underground ❑O'vechead # Underground Laterals ✓❑1 ❑2 ❑✓ H Frame ❑Pole Work.done on Service? ❑✓ Y ON Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx \� "J� 1 PERMIT# Address: Switches ' �J� �'I ' � P85 Outlets GFI's Surface ' I g� Sconces H H's UC Lts Fan4K S Fridge I HW Exhaust �` 117 Oven �'j Dryer 0 J Smokes a DW r ti Service 1� Carbon Micro Generator Combo f Cooktop TransferC AC l I AH (b -'� Mini Special: ® , to 1 II 1 Comments: CC.+-' �2� �1 n a� p Town Hall Annex ��+� � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 terra Southold, NY 11971-0959 t BUILDING DEPARTMENT NOTICE__ OF UTILIZATION OF TRUSS_ TYPE-CONSTRUCTION,.PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. Date: September 11, 2020 " Owner: Richard Sachs Location of Property: . _30635 Main Road, Cutchogue Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure x Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) x Timber construction (TC) in the following location(s) (check applicable line)* Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature: Name (person submitting this form): Francesca Brennan (AMP Architecture) Capacity(check applicable line): Owner x Owner representative TrussRegl5.docx Effective 1/1/2015 For ofrice use onty Date: APPLICATION FOR PUBLIC:ACCESS TO RECORDS ' Office(s): WWAI PC_ Suffolk County Department of Health Services IL Tracking#: 1 t f o-1 j q i INSTRUCTIONS TO APPLICANT: Please complete Section I of this-form. Do not leave any areas blank. Mail or fax a completed application to.the Freedom of Information Officer listed below. SECTION 1. To be completed by Applicant 'Date of Application: 08/23/2020 Applicant Represents: AMP Architecture,PLLC Applicant's Name (Please print): Francesca Brennan Applicant's Mailing Address: 1075 FranklinvilleAve.,Laurel NY 11948 Applicant's Phone#: 516-214-0960 • Applicant's Email: ibrennan@amparchitectcom Applicant's Signature: �tzit,:a2.2 ae� , I HEREBY APPLY TO: ❑ Inspect the following record (check one box) Receive a copy of the following document(s) Describe the record sought and-if in regard to a property include a complete tax map number(District, Section,Block&Lot in the proper format). Supply all relevant information that will help locate the record.desired: date(s), a file title, reference number, the physical address, and property type f (commerciaVresidential/subdivision). Complete one application for each address. Respectfully requesting all documents on file for 30635 Main Road,Cutchogue,NY 11935.District 1000 Section 102 Block 2 Lot 22. f (Parcel. 1 nnn-102=02-19} I I PROVIDE REQUEST TO: FOIL Officer " 'Suffolk County Department of Health Services Post Office Box 9006 C ,�p 0196 , Great River, NY 11739-9006. Fax#:631-854-0156 bt O(xq SECTION H-For use by Freedom of Information Officer(or designee) only o Approved: Call to arrange an appointment-to inspect the requested record. Contact Person: Phone#: o Records not possessed or maintained by this agency. o Records cannot be found after diligent search. o Denied. Reason for denial: a Document(s) enclosed as requested. o Receipt of this request is acknowledged. There will be a delay in supplying the requested record until payment of reproduction fee is received. The following fee applies $ o Other: Signature. aac- Title: Date: — Secdon Ill-Nbtice to applicant You have the right to appeal a denial of this application in writing to the'Ofhce of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in writing within ten business days of receipt of your appeal. Suffolk County Attorney H. Lee Dennison Bldg.,.6th floor 100 Veterans Memorial Highway Hauppauge,NY 11788 Business Telephone: (631)853-4049 f pF SO�j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �® ��COUNNT`ll,�� BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUTHOLD Sachs, Richard PO BOX 1261 Mattituck, NY 11952 RE TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44864-Z Interior DemoAlteration o-p �, o, Q ROWN SILT SURVEY OF PROPERTY B . a ML SITUATED AT CUTCHOGUE \ (I BROWN 51LTY SAND \ P4G L�0 O 5M TOWN OF SOUTHOLD \ I0� 4' SUFFOLK COUNTY NEW YORK \ LOCATION OF EXISTING /� � SANITARY SYSTEM TO BE S,C, TAX No, 1000-102-02-22 00 REMOVED PER 5.G.D.H.S. A, �•� �0 Q�- S 1�G� \ REQUIREMENTS. SCALE III=30+ 0tQ ��'[� > > �a 4 G� /�7 a0�,� 9 �� BUILDING AND SANITARY TO BE MARCH 00 � G 0 h� \O" '� / \ DEMOLISHED ARE PENDING M r'1-1 1� 2 00G�p�� \>1' //x\����,rte�G'. \ / .Q\�G.r M1DER CIO-CI-0001 . ,J •'���� �'�,�'CG:tC� O /,.� �<(>✓ 0c•v\�%�' �., ♦ Q G i� o- r � _ 0,,_,1 c nC.^�'!;V ti\_C ip A- SAND, v SAND SP At�RIL (o, 1001 ADDED PROPOSED BUILDING o JUNE I8, 2001 REVISED PROPOSED BUILDING LOCATION `off c° o�,� �o?o JULY 9, 2001 REVISED AS PER S.C.D,H.S. NOTICE No, 1 0 23.0 P� / � iii y 0 s, t NOVEMBER 10, 2015 UPDATE SURVEY DECEMBER 12, 2018 UPDATE SURVEY Q ry, PoL B p rjp0Q �j< AREA 56,163 SQ. FT. R s 11' (NO WATER ENCOUNTERED) 1.289 AC, 101 o�a�� c�F � <'tiuti%A oo, 6REA_GALC�ULAT10�lS TEST POLE DUC: BY MCDONALD FIN.FL. EL:•23^25 r8? J<� SINGLE FAMILY DWELLING. 4,089 S,F, C��OSGIENCE ON FEBRUARY 24, 2020 ACCESSORY STORAGE BUILDING: 1,152 S.F. G�ti. , ... '. .�• pati EL.26.1 Oy \ c < GROSS FLOOR AREA 5,241 S,F, d TEST HOLE DATA N.T.S. CERTIFIED TO: qty ,i; �1 �'• ��`� \ RICHARD SACHS R• ,t �y`�`pyo ' '"' I.,'��tititF�a1"s� gtiC FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC /$' \ ,•.� r '��eP�",�"��'��J • 'P s�ts�''1- �o�Q�`G ,`�G� `Jy4� /O ., y�oy<i1 G " `n�S�1�("I\l ;�:v�t. < J a JL��`�O�v' �y` y� NOTES: �q I. ELEVATIONS ARE REFERENCED TO NAVD88 �V". EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 2. GROUNDWATER MANAGEMENT ZONE IV. �q TEST �'C� Wm fomlan „� th i , HOLE LV °Y 1 ` ''�;�i'"�'t C�'ti3t12�1'1i: i11 Sl1J1111I 3. PROPOSED SEPTIC SYSTEM STRUCTURES a �o In ' P .t:U form WWj%4 iS P',OD . PROPOSED EXPANSION POOL 0.y OA OGX00 Qry�. I G 38 Yi � \ Q PROPOSED LEACHING POOL � T ♦ \ �O j ��O /s� �pOPC+ OO PROPOSED SEPTIC TANK G PROPOSED 4 BEDROOM SANITARY SYSTEM: , O S' 6 0i SYSTEM TO BE REMOVED (1) 1,250 GALLON SEPTIC TANK `z, hO 0C (1)8' DIAMETER X 12' EFF. DEPTH LEACHING POOL. 3 COLON /�� 33� 4.THE LOCATION OF WELLS AND CE55POOL5 SHOWN T �0 .y Q HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA F 9' �!�yoT< ,0' �O0 Q' [] OBTAINED FROM OTHERS. LOCATION OF EXISTING A0 1 , / 5. NO SURFACE WATERS OR WETLANDS WITHIN 300' OF o � ��� p�Q�C C Pi S PROPERTY. SANITARY SYSTEM TO BE �`C� \0' REMOVED BY ABANDONEMENT BY ee>�' REMOVAL PER S.C.D.H,5. Q REQUIREMENTS. 0� +S> �S, <�8�, G G T�G 'r" ` 0��- 4�•9 � EL--24,0 ry w w ti ` O \Y �� F x,p o e� oGr / / C ivTc��y Pq'k s� cod v / AN Oi jJ \\ ,�/� / v 1 SANITARY FL-AN y III = 30'-0" N q0� • % v. '�J� . TYPICAL SYSTEM: (1) 1250 GALLON SEPTIC TANK co �� / SITE LOCATION'I I' (1) 8'0 x 12' EFF, DEPTH LEACHING POOL ♦ �'�� �o / Scoops&Grindsu h,f 3'-0" MIN, ABOVE GROUND WATER /,�.>' e° `�° ry%• •� / (4 BEDROOMS) �w /p / /! ', Braun To Go 30635 Main Rd,Cutcho ue, ' NY 11935;tUnited States Zs j SIDE YARD DWELLING SIDE YARD / / hiN \ u / l \ 4 `10' \ s / / 1 k....a.. I I S..T. 1 MIN __.. z E.P. -�- `L.P.��-�-- w LOCATION MAP � � \ � � / � Q N,T,S, WATER MAIN �k� TYPICAL_ PHOT LAYOUT ,[ / \ f �J `\f^=rig -.^✓1;4fJ1ii � l� 12" = I'-O'I C.1 r^ ,-.t,,f�•�;-t�t;t's't i... ;' ;:�,''.i:+a,:is_I il.m.J ROADWAY TYPE C.I. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ROADWAY TYPE C.I. FRAME /COVER ROADWAY TYPE G.I. FRAME 4 COVER (INSECT (INSECT FRAME 1 COVER PERMIT FOR APPROVAL OF CONSTRUCTION FOR A FINISHED FINISHED (INSECT GRADE RADE PROOF) �IHGLE FAP.IILY I:Ecr,IDENCE (3NL`l z GRADE PROOF) r Q 4"0 CAST IRON 2'-O" I'-O" 6 min.TRAFFIC BEARING PIPE 1/4"/FT. (max.) (min.) 0 O Ern ER 4" PVC 20° AUG 2 5 2020 FLOW LINE PIPE s 1/8"/FT.(MIN.) DATE - H 5- REF. N0. _ C4 I APPROVED 10,-0" (min.) 'n L—r�'„ 4 8'-0' (m1n.) 4DACKFILL WITH FOf2 MAXIMUM OF BEDROOMS 4" -G EAN AND! EXPIRES THREE YEARS FROM DATE OFAPPROVAL GRAVEL O 1,250 GALLON SEPTIC TANK �1 kyl-t Ni LN SCDNS APPROVAL AREA: I .�I EED q A. SANITARY PLAN .lU rl 12020 w . 4 c� C, GROUND WATER 30635 MAIN ROAD, CUTCHOGUE, NY BUFF•CO.HEALTH SECiVICES (U LEACHING POOL * � -; JEFFREY T.BUTLER P.E.,P.C. S,C, TAX No, 1000-102-02-22 t�FFICfI�OF�,►�AJ''cry r TATER FJIGT, s .., P.O. BOX 634 COUNTY OF SUFFOLK TOWN OF SOUTHOLD � (P SHOREHAM,NEW YORK 0513 PROPOSED 6EWAG�E DISPOSAL. SYSTEM -�}\� 3082 TEL.: 631.208.8850 FAX: 631.121.8033 l N.T.S. - � / DBE UMBER: 01IL3/1/20 A-0.1 ������ SCALE: Ae Indicated __C4 Jeffrey T. Butler, P. E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 March 13,2020 VIA HAND DELIVERY Building Department Town of Southold P.O.Box 1179 Southold,NY 11971 RE: 30635 Main Road, Cutchogue(1000-102-02-22) To Whom It May Concern: Enclosed please find a Building Permit application for the proposed interior demolition of the above building. Should you have any questions or need any additional information,please feel free to call. Sincerely, felAissaBut4ler5--- I Tff w I-O ff"FTE FILE 1 IM, � GSA T T T-1'X T T,'X T n T1 Tl Tl !1 T,n m T S Uig• v n Y Or rrwirr, 1 1 �� { i \ \q5j J� G SI1'UA TED AT CUTCKOGUE TOWN OF SOUTHOLD pG��'C `��� oJ�� • �� , ��`��G� ��°� SUFFOLK COUNTY , ' NEW YORK S.C. TAX No. 1000- 102-02-22 /ryh SCALE 1 "=30' oy TESVffHOLE ° a fiG G < w `' ,` r• '' ��� MARCH 15 2001 APRIL 6, 2001 ADDED PROPOSED BUILDING �p41 •...• .,:: �a, , � JUNE 18, 2001 REVISED PROPOSED BUILDING LOCATION G� •�� • . °�� `�' �`� / JULY 9, 2001 REVISED AS PER S.C.D.H.S. NOTICE No. 1 •.' ce- � ��\ •• .. •;. ��� AREA = 56,1 63.17 sq ft. o. • . �' °a �-1- 1 .289 ac. o o ExcAVATION INSPECTION ICOR SANITARY SYSTEM �:• '; ,'':. \ry go ��� ��''o,� DY HSALTH DEPAnTMENT 14. CERTIFIED TO: ,�' \ ':. : �\•• . .. Q ����..� : ,, ti ��� e La~' CUTCHOGUE METHODIST CHURCH 4 Gr O•, �; : •• \f, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4. APPROVED FOR CONSTRUCTION ONLY ;d lt`+ __ Yy �o ' ..,'�.\. ;`• i .�� Qd'` h %., :`:�. �L:. Te�,'i-='a,��a H.S. REF.NO. G/o— FLOW '�) .?.+w `- \� ,•.. �' i ••, •.� y G "C. vim. •" 3, "tL i� \ .l ir' •. �• . . •• Gi• 4� y'`iv s, !! t..�.c• .i, i"t'l �s`.�'S `'•�. dip• ♦' «. ..•�.�'. • rJ� TYPE -••.�' f \Fs a,• A. . �� / OCr��; �r� ,'`��, =;��� itis4pprcvc.I is gr�rtnd for the �.cnstruction of the sanitary d} poa�I and ','rater cupp:�r f� I,ItIaJ pursuant to Articles VB and I _ 'f�• �: •.•! � .�' ,� , +�, ;�Q"' O •` +. ° \ Q� • � `��Qd' ;cP� aG�: oe// `��• �' �.�f:', '7i�J/.`�;I?�' 7oo�tiirhepi F ;' ed ap,p iOValt0 diSCh3r 0 from of occupy the 8ftoIt.,,County San"ary Codo and Is not an exp ressed structdre s shown.s THIS APPROVAL 0 AL EXPIRES THREE (3) �f;`,� �,� 4� + • •' �"`j hA. � `fs ti, // oJQ°�\ YEARS FROM THE DAT B LOW. _ 'l+,i�A"'t:',s:'i } i •� °•(•yt ` • QJ'' •TP��44' V`43' \ c. . �9� �A�� '� /.,,'.,';'. ' A. te l{ DATE SIGNATU�i� HS31114. P;6/ 41 G ^o. yG�y �t Q, LITER LINES) P.�U.�`i QE INSPECTED 8 C '^ '..� Y TN �.... _,._...._.... .. _._.....-.._..... I..: J s UF�fA�.It COUNT EPT, OF HEALTH SERVICES. 4` '' ALL ,5'�a G� �A; �- „ 48 HOUns 1N ADVANCC, Cf� HEDULE (vSPECTIDN(S), =i ll,',:I_ , I'.1 i'. _ 1 ll A�i'.•f ��a<�9'l'j /���r4, 4 s G°,,a + •`r-I 1 l'1 n ! �;-j J ��C7 ••• • <C ,.• `!yam• +` . p.d,\ ti1�` _ �',/,,O ' `• . C�_ ' 9 •A J 1Zy�ntk �• ' ��✓ 1 4i ••e Gch., G o • • , +•• i.1+.µ `/ � • .•. � lvv, 'o A 'D` TESTHOLE DATA NOTES:` .'' QJ0`� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2001) 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: JQ.P 3. PROPOSED SEPTIC SYSTEM STRUCTURES G;°J�'� a� •�; DARK BROWN SILTY LOAM OL Ga PROPOSED EXPANSION POOL �,�> y •� ..', �a�9 •,• BROWN LOAMY SILT ML a a ®PROPOSED LEACHING POOL t� i�.• BROWN SILT ML J '\NE\E 5' °° PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD y�`� +•; OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PROPOSED SEWAGE SYST.M CALC ATIONS "1`,` '`^"^ `' PALE BROWN FINE TO ALLOWABLE SANITARY FLOW (DENSITY): < COARSE SND SW POPULATION DENSITY ZONE IV ALLOWABLE: 600gpd/ACRE X 1.289 = 774 gpd SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS: CHURCH 1.5 gpd X 200 PERSONS = 300 gpd ,.^,•`,`. ,�,� SCHOOL 5 gpd X 25 PERSONS = 125 gpd '••"."•::.;�; (CLASSROOM ONLY) TOTAL 300 gpd + 125 gpd = 425 gpd SEWAGE DISPOSAL SYSTEM DESIGN (CLASSROOM ONLY): 17' SEPTIC TANK; REQUIRED: 125 gpd X 2 = 250 gal. PROVIDED: 8' dia X 4' EFFECTIVE DEPTH = 1,200 gal. LEACHING POOL: REQUIRED: 125 gpd X 1.5 gpd/a.f. = 187.5 z.f. PROVIDED: (1)8' dia. X 12' DEEP = 300 0. PREPARED IN ACCORDANCE WITH THE MINIMUM �\ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PROPOSED SEWAGE DISPOSAL SYSTEM `�j� BY THE L.I.USE AND APPROVE AND ADOPTED GPS ((� RED ARC OR SUCH USE Pr " RK STATE LAND S yl e�D ^ ROADWAY TYPE C.I. FRAME--\ ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME & COVER (INSECT PROOF) FINISHED GRADE & COVER (INSECT PROOF) FINISHED GRADE & COVER (INSECT PROOF) r QO • t�� 1;7 ytyQ O O 9 �m0) 14-1 0 24 24" 6' min. TRAFFIC BEARING COVER 1•-0• M� �,; a 1 az. n.) - 4TLCAST IRON PIPE 1/4'/it. 20 t 20' 20. 4' PVC PIPE @I/8'/ft.(m;n.) INV. EL 46.5 INV. EL. 46.3 FLOW LINE I q oINV. EL 45.6 INV. EL. 45.6co r'j �1 N 5�e C► 10'-0• min. p 1 8'-0• min. 4' m _ �E N.Y.S. Lic. No. 4966f 4• 4' BACKFILL WITH CLEAN SAND & GRAVEL UNATHORIZED ALTERATION OR ADDITION 10 TO THIS SURVEY ION OF SECTION 7209 OFSTHEVIOLANEWn OR STATE Joseph A. I n g e g n c "� 3•-C! EDUCATION LAW. 6'-0• (min) ° COPIES OF THIS SURVEY MAP NOT BEARING Land S u r v o r THE LAND SURVEYOR'S INKED SEAL OR 1 ,200 GALLON 6-0' TO BESAD SEAL TRSHALL NOT UE COPY. BE CONSIDERED SEPTIC TANK CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND etre Surveys — Subdivisions — Site Plans — Construction o E LENDING THE INSTITUTION HEREON, ' ASSIGNEES E S OF THE LENDING AND TOINSSTI- PHONE (631)727-2090 Fax (631)727-1 GROUND WATER TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADORE' THE EXISTENCE NT FRECORD, RIGHTS OF WAY 1380 ROANOKE AVENUE P.O. Box 193 ( 1 ) LEACHING POOL _ ANY. NOT SHOWN ARE NOTGUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 1 I � - COUNTY OF SUFFOLK . ' P a SAN 19 2022 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE TOWN OF 34-1-u j;;0U1 DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner MELISSA BUTLER April 21, 2021 206 LINCOLN STREET RIVERHEAD, NY 11901 30,635 Main Road R-20-1130 Inspection Completion Report MELISSA BUTLER, The Office of Wastewater Management has performed an inspection of your site on 04/19/2021. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: DANIEL BUTLER RICHARD SACHS DIVISION OF ENVIRONMENTAL QUALITY_OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 (631)852-5700 1 Fax(631)852-5755 r , ° SURVEY OFan'UATM AT PROPERTY CLITCHOGUE - `a., TOWN OF SOUTHOLD \hh � � ' SUFFOLK COUNTY,NEW YORK S.G.TAX No.1000-102-02-22 ,� dr SCALE 1°430 a°FUIF�TP'y�' • P r`a �a`�v a'a"E MARCH 19,2001 ,Ov @ ear wF+a APFUL 6.2001 ADDED PROPOSED B113A'NG 1 lo g, F JUNE t8.1001 REVISED PROPOSED SRiLDWG LOCATION d O ' //J C' •� < %. Q XLY 9,2001 VZEVr.D AS PER S.GD.H.S.NOTICE Na.1 p !/ '.J .. a .✓ q NOER Q 206 UPDATE SURVEY DECS'1C51 6t32 R 2010 UPDATE SIARVET NN; AREA-56X 3 S0.PT. p�U Q .` ., a..oa.• o�p,. .v�> t„�C% � .. �tatwaL� ,L7N AC. t �P�'. ,. .,Rnca.s;m9 �` A / Z'.• rra--a��> sr nCJo4atD SMAE FAMILY DWMIMG. 4.039-S.F. G=Q:C1_I c 04 frZER RY 24,QOM ACCESSORY STORAGE BUDNG. 1152 S.F. -Y' `aTEST HOLE DATA GRA Fa DaR AR A. 5241&F. CERTIFIED' �4 RSA`\\ FIVELIM NATIONAL TITLE INSURANCE SS12YiCES LLC NOTES, Erp - zsmavaar�ewrrrna ras n. • t ,?y¢3�: '. Y�' a /iQ; - �.wQo.ni sane arca x sir,.c'n. s ` �a t1 •� f �4 f� / '°l;$ A1»IORRtwiOfCttE4 =12 �aenp�n�eursnr.vem. 2tsjEamform�ner.avNh�eFaitmm.'+OcInd Uem VJVlhf-`� /^\ aPaa.-v o-axro ram o«moz,sarraar ersEn, p" @ ^' i '� °o:eam„ocerrarFn r Na•.aart t¢%a'—I— tp'ay ' \ 4�iDf SfLl1 C¢a81B AT:7�r Ga dfm. I la � ndgC�'.{��`� p3 - �,p� \.� as6 rpon ran ca'�r<iw�b.uowa onia I eau>wtaa mama� ,''1�`•� , �O'.+ `g`7• � �f� :3'� 'O• / ose�awmn an�ne. .erw.m eY . '<ec.�r�vr cr •'p� � a �\ v�rNy\� fig. �1ae,., � d n � �•......a}a \ . a j SANITARY PLAN � ��, \. /t � // *��4��i � ,� , LV \ a.aar, �If'R�� _ ♦ 5 ��ta yj {^ ��r yrs 1 TYPICAL SYSTEM: r a r$ �` N FSO GALLON SEPTIC TANK /r N Wo D'EFF.DEPTH LEACRUG POOL ?..d�. . t J 3-0M NM.ABOVE GROUND 94TE2 `• (415EDROCM) /r �� / i a-••x� J Ps ✓t q� r+s y rt \y� � 3cs;snixrae. ,,1f„ ash,, 1 I� i ' g t •sEP.. �' 7.; / `� LOCATION MAP Z :rang ruav F T� TYPICAL PLOT LAYOUT 3 tY.ro ` waaF �,ami �F� c �• . SUFFOLK COUNT'.DEPA*Ur1ITOF HEALTH SERVICES S. <stasr K.aw s4 to• .. - '�Z�"'�—�r-c• # PERMIT FOR APPROVAL OF CON STRUCT:OR.FORA f n or. Y— "'£"''a''R•'}''u `� F 1 SMCLE FmVREnrJEY•csomLY. a t fy ? AUG 2-5 M t +�• ' { DATE H5 Fi2F NO Q-.ZD-I l.�l� APPROVE t:ll�✓J. FORMAximmtOF-tJ •--BEDAOONS ' EXPIRES THREE YEARS FROM..DATE OF APPROVAL. t iit 1 1250 CAtA7�5 R 1, .. iw TCW aC p SCFNIS AFFROVAL AREA: ;g 1EC N� 4 4 `SpEv 1, - j} SANTTARYPLAN - aca.»:a-av 6!3.• � 90635 i'CARI ROAD CUICNOGUE NY BUFF.Dp,tiFFt.TH56TY N Lzack-&*POOL '• � v tt�RETT jLER.PEPL S.C.TAX No.1000402-02.22 COUN7Y OF SUFFOLK TOURN OF SOUTHO D n OFPICEOFV:ASTATl3i rPj. ,'' k im.,ev.ces°3ox va%.s4.mnon PROPOSED SEWAGE DISPOSAL SYSTEM 9.F.D3o92 :,� A-o.l N.T.S. SIE'd" xste: a msec.a y i o�God SGo IS SURVEY OF PROPERTY SI T UA TED AT CUTCHOGUE TOWN OF SOUTHOLD F SUFFOLK COUNTY, NEW YORK �A \o S.C. TAX No. 1000- 102-02-22 °&� \ SCALE 1 "=30' oG��G G� '� / . . • �$°s G���� MARCH 15, 2001 APRIL 6, 2001 ADDED PROPOSED BUILDING G �' ••; •"• ��s s�o JUNE 18 2001 REVISED PROPOSED BUILDING LOCATION 41- b . :�• A �9�Fs� �� `�°s JULY 9, 2001 REVISED AS PER S.C.D.H.S. NOTICE No. 1 OJ/ e �G0.p� ah / NOVEMBER 10, 2015 UPDATE SURVEY • �o / DECEMBER 12, 2018 UPDATE SURVEY AREA — 56,163 sq. ft. e • ti 9� 4- 1 .289 ac. AGF'`5• / • a' .°•• • . a'. i �,�'' �OO•,� ` G�� JQ°�� \ ' .•4' •s .' ' : a. � s�'f CERTIFIED TO: 011 •` . . , r 0�� RICHARD SACHS ��. \ • , \�'• p)�eP�� • • n • 100 �� FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC + °:. 100 \G paQ OLyO L �O .\,a •° ., ,• .:'. ,, a QO QF� \ 'e' •e. . ;\+ g•• '°� X . TEFF / ke Q 1 h• 'U' \' ti _ Q \ •°• .l��O`i J O 10ry'Ls t� •LIQ, J 0 rc tiC a e O+ • e' � 0 �� ° •° `�� OD A 5 .9SA E°J�G�� �� •moo, 2c css �. Y • T• 1-110 O/ G do 1-0 S a ° • sp9! 5000 \ �Q Q�p�• �D� .e Wo ,' •• °�G. O/�gyp\. /L e q0 GT e • e G P�.�� • ° • (��/r/1 ° G O v�0 O y . J,0�.�11•. , PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-308 I &q 111 D CFE: E c -r SURVEY OF PROPERTY,' MAR- 4 2022 UD TOWN OF SOUTHOLI� SITUATED A T ,� �. ��• CUTCHOGUE �!ho, �, TOWN OF SOUTHOLD y \ 16 SUFFOLK COUNTY, NEW YORK 2� ` / S.C. TAX No. 1000- 102-02-22 0 SCALE 1 =30 'b MARCH G� '� ' `� �y� MARCH 15, 2001 "�; H0 APRIL 6, 2001 ADDED PROPOSED BUILDING 4oG,f, JUNE 18, 2001 REVISED PROPOSED BUILDING LOCATION G, JULY G :: . :;•:, '� tioyp�T tih�/ JULY 9, 2001 REVISED AS PER S.C.D.H.S. NOTICE No. 1 �•' •• NOVEMBER 10, 0 2015 UPDATE SURVEY G� ��O �o�`�'` ��/ .: . .• ••�- .• .;:p,. �• DECEMBER 12, 2018 UPDATE SURVEY JUNE 26, 2021 FOUNDATION LOCATION �� d'! :'- =.' "..•v' ' ti"^ JANUARY 26, 2022 ADD NEW SEPTIC SYSTEM 4 ' `• FEBRUARY 6, 2022 UPDATE SURVEY AROUND AREA OF NEW SEPTIC SYSTEM G� %.�C , ':•:y :* .: ' :;: .y' �v,�,y AREA = 56,163 sq. ft. • �• •, •••••. a .�j. 0 1.289 ac. o Sc���, :''. :: `�•, :'.. •j .,+•e�� •..• ::.: ..a a ��, "o CERTIFIED TO: ,`, \ ''.: '',b::' \ :' .:•.•' e � ' '.' 1': •'•' .o� `��o✓% RICHARD SACHS " ` ' '`'" '• "�..:�.s Y; r' `9 �a FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC Ir „� : �• • : \�s 4} SEPTIC SYSTEM TIE MEASUREMENTS ' BUILDING BUILDING \°` y •'• �'' '' " \ •':. .,° `G o`' / CORNER QA CORNER[j] \ �. «. \ �° J`'' :., • :. e ° SEPTIC TANK 55' 17' \ G� Qs? d,, .:• : . b,. / °,v of COVER A�� ` •,• '••• . . •. . \ .Q�" �'• • LEACHING POOL ,� -b COVER 00. . ••• : C/ /G�' c� : ... . /�,, ,fir. �Q Q \ •, d • .. �1 \ y�� '1 ,.c°gyp •. �..,• ,�:• OC y\o� • \ � :: •���/` J V. Oj (,��� ,p1 tis •G°a `c1Q. •e�OQ.. 9i• �,�',�, . •.,.•:'':�,c3,� : .°,:. d'F �A : off;•" !• �! 40 G1G�, • •• �F �pAw Sap.�° /a�. �I. �C+O�y yam,; 9S, Gyp ytq' ��� .•A.. �J�j`4t:ti .^,: a :;r'. '9y°pw` \ •�' '•�''y: A �/•Ikk Ik �.• •.''" ! .G IZI a •.i o !� ••• Oar- �. �� •y :.• :•i•. '' gyp• `,✓J;r'Ca' •o TEST HOLE DATA ^•ti; ^ (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2001) C-) :•'• DARK BROWN SILTY LOAM OL _ %: 0 ' � �0 •• • %�':'.. : BROWN LOAMY SILT ML 3. BROWN SILT ML •c�•�'•_' �'~ PALE BROWN FINE TO COARSE SAND SW -••may•r:`''•:�y°�•a V� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ' E t,d,4 �"`A,•, SUFFOLF:COUtuT`f DEPA.P.TIINE.'tiT OF Ff�,;t;LTd�I SERVICES - � r.• ! APPROVAL 07'CONISTRUCTED WORKS FOR A SINGLE F.�`., :i.Y d�MICENCE Date 2,7 2b7ZH. . d-:ef.No.,R,9 - //3 c) r $�� F The sexnc�o dispe��i a;>cI utter st.fply h�:!ti2s 2t Lhis Ixation have beeq Inspected and or ce'_Kmad tz!this Depnr'.,ment or ot,-nr agonies and found to be satisfactory FOR A NMimUr�I f�3e 4 - BcDROOMS. ;•; ,> ^"•�c+tr*'�'N.Y.S. Lim. No. 50467 " UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin I l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ri THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-3081 i NOTES: 1�1L LC1�11� : . 1. ALL EXIST. STAINED GLASS WINDOWS TO REMAIN. 2. ALL FRAMING DIRECTIONS AND SIZING 15 "ASSUMED". CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION, EXISTING WALL TO REMAIN 3. IN AS-BUILT PLANS SOME DIMENSIONAL IRREGULARITIES OR INCONSISTENCIES ARISE. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. r EXISTING WALL TO BE REMOVED 4. TEMPORARY STRUCTURE AND BRACING MAY BE NECE55ARY TO L------J CARRY LOADS WHILE DEMOLITIONS OCCURS. CONSULT WITH ARCHITECT, (t( lQn +' oQ S 5, DISCONNECT ALL ELECTRICAL, PLUMBING AND HVAC PRIOR TO TT DEMOLITION. (,� 1 6. DOUBLE ALL FLOOR JOISTS UNDER WALLS ABOVE. APP1VED AS NOTED COMPLY WITH AL! CODES F DATE: ab NEW YORK STAT & TO N C DES 13.P.# AS REQUIRED AND C )ND TION S OF FEE: 166 BY: NOTIFY BUILDING DEPARTMENT AT ��If ULU J vl c 765-1802 8 AM TO 4 PM FOR THE n BOARD " g' ,¢" 35, - 21/2" 1-1, - 2 1/2" 6' - l" 24' - 8 1/2" 9' S 1/2" n , _ FOLLOWING INSPECTIONS: NDATION - TWO REQUIRED EE OKOR POURED CONCRETE - • L 2. ROUGH - FRAMING & PLUMBING 3. IN SULATION z EXIST. 4. FI AL - CONSTRUCTION MUST N WATER BE COMPLETE FOR C.O. OCCUPANCY W BERV14 ALL CONSTRUCTION SHALL MEET THE USE IS UNLA F! � REQUIREMENTS OF THE CODES OF NEW YOR STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRO WITHOUT CE TI 'ICA O XIST UP XI T. T IR -� EXIST. WINDOW OOR T (N W R ) OCCUPANCY UP TO REMAIN REMAIN ---------------------- ---- ---------------------- II II _N II II I \ I I I N p u EXIST. CONC. EXIST. CONC. WINDOW I EXIST. RA P ABOVE TO REMAIN i O 3 Q 6tt 7777 PIT WINDOW WELL WELL TO REMAIN TO REMAIN ►- ------------------ -� Q NON-BEARINGS INTERIOR Lu PARTITIONS TO BE REMOVED EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW W_ (NO WORK) —TO REMAIN TO REMAIN TO REMAIN I XOLu LLlr7l=� 1 I EXIST. W14x38 (ASSUMED) TO REMAIN _ mEn UP _ � I cl) W --------- -------- I -------- _ cil GL. / r-— —-,— -n P� p EXIST. CABINETS d COUNTER EXIST. SINKS F----------- ---------I------------1 I w > TOPS TO REMAIN TO REMAIN o o } n u � � u ' " III I � ti � �----------- ---------�--------1 I II � X ]oil8i 4 12 28 - 8 1/2 30 - 2 23 - 6 iQ L___________ aJ O O z ff FXI;2T_ (GIT('-1-MEN N `�' m Ll EXIST. REF TO -- �I Arg i�oCL I w nl x 0 .4 � z IIl o a z F d TO BE CONVERTED BE REMOVED TO BE REMOVED12 `;� I (� 3 X d) E TO WORKSHOP I X N i i E---I X Z L- IN p 0- X_ I i i i ii V p x f= p TALL APPLIANCES TO BE REMOVED) 8'-0" CLC. HT. II —3 l I I u III O Lu ° _ - ZI._ 1 = EXIST. I I u d 14)N p X 8'-0" CLG. HT. EXIST. RANGE t HOOD a p Z 03 TO BE REMOVED \ CRAWL I I u W 0 X EXIST. W14x38 (ASSUMED) TO REMAIN G.L NON-BEARING INTERIOR I I II (� Lu — — — — — — — — — _ - SPACE i I I I II - _ PARTITIONS TO BE REMOVED `4 - - - - - - - - - - - - - - - - - - - - - ACCE55 I u p 0 N 1Fl`I U'�" t — _ — - - _- - - -- _- - - I-� f�N-1 11 -�} n n I I I I � � Lu XIST. I I I i I l WxIO D > / - B.O.BEAM Z'-3" AFF O DO T EXIST. PASS THRU I II _ _ I I I II Q RE TO REMAIN I D / Lu 30 z EXIST_ 1=INIrj IE2._FI I AR I \ I 0 EXIST. SLAB i i w N 0 d t= TO REMAIN m EXIST_ rR I I I i N O z 1 EXIST_ GDRR OR _q _ I I I I - �P� AND STEPS i 9 Lu X n I ABOVE I I I I I N ARCHITECT: (Y 9-4 CLC. HT. " -' GJ ASS DDM (NO WORK) I _ 8-O CLC. HT. I FC -- - - - - - - - - - - - - - - - � I LL I � E' I I I I I� -- - - - - - - - - X I I II NON-BEAR( G INTERIOR I� N TO BE REMOVED /'��0 AB Cy/T�.1 1 `(/ P. C EXIST. W1438 (ASSUMED) TO REMAIN - - - I i I II i/ I PARTITIONS TOI BE REMOVED \ II I \\ w 8'-0" CLG. HT. LL I — - 1 � ( I I I W t UP i I EXIST. EXIST. I I EXIST. (3) 2x10 GIRDER I I O CRAWL DOOR TO I I TO REMAIN (B.O.BEAM I SPACE HWH R AIN �-3 " AFF) ACCESS I I I I I I is 03 02 o — irbo 7 - - - m I - - - i i i i p TgTF OF N� I I I I I I MU WALL TO EXIST. GREMAINI I pANIEL A�. 6UTLER, R.A. += 3III EXIST. 5" STL. COL. Lu E3 ) III TO REMAIN I I > i ii r O z O X z EXIST. CHIMNEY d FOOTING L I F in z Q TO REMAIN X14 I rI-ASS $DDM � p `9 ---------------j i i u : Qj I I I II X TO BE REMOED� ( TOBEREMOVED I I ----- -- ------------------ O s w X lNO WORK) - - - - - - -i I I 8-O CLG. HT. I I X I --------------------------------- t" I � �} - I = O v wII ( � I ---------- ------------------ EXIST. WINDOW I ------------------------------------I � z O [� TO REMAIN I I I I l Z W N d EXIST. CONC. a O O } WINDOW WELL (r I �--1 O z TO REMAIN FXIrR=AN �°J EXIST, WINDOW EXIST. WINDOW EXIST, WINDOW EXIST. W14x38 (ASSUMED) TO REMAIN __ __I__ TO REMAIN TO REMAIN TO REMAIN �W Q oz REMOVE/REPLACE O fj 0 0 .4 EXIST. FIXTURES d i 1 1 I EXIST. GONG. \— EXIST. GONG. WINDOW O L4� FINISHES i i i WINDOW WELL WELL TO REMAINcz C14 112 ff La d) } EXIST. S A AND I STEPS I I TO REMAIN X J O N �X A ONE i i O ^ -q LL cz N X V I I F--�I EXIST. i i i i i MM N ELEC.11 i i i Ln V PANELLL-1--L-1--I--� W ~ EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW Z p TO REMAIN TO REMAIN TO REMAIN EXIST. u O Z W ELEC. U al EXIST. CONC. WINDOW SERVICE WELL TO REMAIN PAGE: 38' - 1 1/2" 48' - 6 1/2" 9' - 5 1/2" a 1 CELLAR DEMOLITION PLANT �r D � 1 ,00 i 1/4" = 1'-0" N 0 N CD N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NOTES: W 1, ALL EXIST. STAINED GLA55 WINDOWS TO REMAIN. 2. ALL FRAMING DIRECTIONS AND SIZING 15 "ASSUMED". CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. EXISTING WALL TO REMAIN 3. IN AS-BUILT PLANS SOME DIMENSIONAL IRREGULARITIES OR INCONSISTENCIES ARISE. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD r- , PRIOR TO CONSTRUCTION. EXISTING WALL TO BE REMOVED 4. TEMPORARY STRUCTURE AND BRACING= MAY BE NECESSARY TO L______J CARRY LOADS WHILE DEMOLITIONS OCCURS. CONSULT WITH ARCHITECT. 5, DISCONNECT ALL ELECTRICAL, PLUMBING AND HVAC PRIOR TO DEMOLITION. CAP AND COVER PIPES AND WIRES AS REQUIRED. N z 0 38' - 2 1/2" IT - 2 1/2" 6' - T" 24' - 8 1/2" S' - 5 1/2" w a E KIS TAI DN EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW O WC RK) E IS WI D W TO REMAIN TO REMAIN TO REMAIN O j E AI DN stogy / / BATH H EXIST. RAMP UP :E� TO BE REMOVED 8'-O" CLG. HT. I I (NO WORK) 0 .4 UP EXIST. RAMP TO REMAIN 11'-0" CLG. HT. - - - w r- _ IIff,50TVFIXTURESE/REPC4 II 1'-41 T 0 8-O GLG. HT. / / `t / / FINISHES IIIIII I ` \ 1=_Xlgt- pdNt� Lxt ~ Z f `9 �-' EXIST. EXIST. STAINED EXIST. STAINED EXIST. STAINED EXIST. STAINED ~ w- / / IIIuII i 8'-O" 8'-0" CLG. HT. DOOR TO (SLABS WINDOW GLASS WINDOW 0 GLASS WINDOW G=LASS WINDOW X O '- / / ��� I�'I I CLG. HT. REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN l ul - � - - � - - - -- - - - -- \ II \ II II FFEXIST. COLUMN EXIST. WAINSCOTTING TO BE (] 3 cfJ RE AIN REMOVED AT THE ENTIRE PERIMETER z 0 -4 W N ul 14' - O" 5' - 41/2" _ EXIST. HYDRONIC BASE BOARD r �/ HEATING TO REMAIN UXi 0 W c X EXIST. STAINED G F--� X Lu z o z EXIST. BOOKCASE WINDOW TO REMAIN p -q # CABINETRY TO YI Lu , _ BE REMOVED 55' - O" _ _ _ O = Q !k 30 21/2 8 _ 11 1/2,� X 0 U1 __ _ _ EXIST. Q COLUMNS N , I I � DN it oil \ EXIST. WAINSCOTTING TO '1 w z \ EXIST. SANCTUARY BE REMOVED AT THE � ENTIRE PERIMETER 4 Lu KITCHEN 1� 19FOYER'-O" CLG. HT. � � N 0 O - 81 - 9, 1/211 I 12" 11-0 CLG. HT. � 0 ARCHITECT: 3 i-- �-, 2'-4" /iii 0z z0 � 7777 0" `; pw DN N 0ARC� Q 7 \D I p777/1.. X O _' �� p,. BUT }- EXIST. KITCHEN I =XIST. CARPET ON WOOD N �� N �' ,n d) 0 0 APPLIANCES t _ - _T- _ - / FLOOR TO BE REMOVED WOOD FLOORUJ -vLu X � CABINETRY TO ' ) ( ) � CARPET ON � Oil oul BE REMOVED - �( ) ��) EXIST.(ALTAR TO BE REMOVED Y m O DN / TO 1-4 FLOOR LEVEL. 030x26 ;ti �RcdN FSP- _ EXIST. STONE P R H EXIST. sTn d tF - AND STEPS TO REM#lIN COLUMNS EXIST. 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WINDOW TO REMAIN TO REMAIN TO REMAIN Q PAGE: 38' - 1 1/2" 48' - 6 1/2" 9' - 5 1/2" 0 1 FIRST FLOOR DEMOLITION FLAN — Ila to 1/4" = 1'-0" CD CD 0 N N CD N N THESE DRAWINGS AND ACCOMPANYI14G SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I Q ( w \% 77 � - Q ® ° 0 \ PRO.I�GT:/ ZONINCC.L�AT�4 LOT GO\(ERAGE . ~ - - 1 . 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I . ... - ANCHORINO DETAWSTRAN BALE DKE DETAIL 5EDDINO DETAIL . _._...,R- � i . . 4�4` - , - , I � - � -,��-'%' ,p �,il �, � ::I_ _� .0 : - - __ __ ,<�. A, " *"-%% ��, 14 A I . � jI - T 1 !- ' -Ilm; 141 I - ow , OT" . -I �, , 011 I I rT e A . ��l I� I I , � , , , , I I 4 i� -I � -I I - . 1� I I -1 � I r I SCALE: NT5 SCALE: NTS . I 11 ___j I . I I. i SITE PLAN HATCH KEY: Q. PROPOSED BUILDING ADDITION .<- . Q PROPOSED ACCESSORY STRUCTURE . } W W PROPOSED 2ND STORYQN.'MDj V41a gag < , \ OJ J p \♦ FRO,_IECT 5r=,,0FE : FA5E <E""'r : ♦\ t o;% `\;tea % p �� �} �6QQ ,QQ PROJECT LOCATION & SCOPE 0 J�U• , S \ IRRIGATION WELL \♦ 4<'0 �. / o, `\� GOND fi�T X I STI NC METHOD ST Gf�URGH INTO � SID NG SITE PLAN & ZONING DATA FRAME SHED \` / �?) ROPo5ED A.G. I . EU I LD ONE BEDROOM STUDIO DNELL I NS I N REAR 1 I Q o GONG. UTILITY ♦ CONDENSERS 2. REGONE I S URE AND REHAB I L I TATE BATHROOMS - ---; --------- � ' POLE:% GENERAL NOTES w SHED 5.5' N / co STORY S. INSTALL NEN ELEGTR I G NI RI NC AND FIXTURES J FR E �` 4. INSTALL NEN INSULATION AS PER 2020 NYS ENERGY GODS I ENERGY TABLE > op GUTGHOGU�GEMETER'� PR c BUIL INC ° d' p A550CIATION SND G / \` 5. INSTALL NEN HEATI NC VENTILATION AND AIR GOND I TI ON I NC STRUCTURAL DESIGN CHARTS Z r � \ 6. REMO\/E ASFHALT FARK I NC LOT ---- - ---- Z >- 4 GE SERV. , UTILITY �- I ��-QQ� .QQ FIREBLOCKING DETAIL z }. � -7. INSTALL NEN ASPHALT DRI VENA"r AND PARKINS AREA & NAILING DETAILS a z � O� �Pp POLE ENGTR� U, \ STRAPPING, � N BGG / / , \ 8. INSTALL NEN LANDSGAP I NS — FASTENING SCHEDULE I LO Uj Q0 �o / o \ INSTALL NEN P I GKLEBLL COURT - � _ LO ASPHA' T BU 6 > \ s'o o q'w ` Q� QQ PROPOSED FOUNDATION PLAN I O. INSTALL LL NEN 20 X 20' SNI MM I N� fi�00L (NOT PART OF THIS a� L O O N/O/F `s SEP? RTEL )JOHN G. SCOTT, III SANDRA FILINS, EILEw � Q O FENCE O.L.N./S. o. O.g' E. ��P' / . � ♦ J. SCOTT ♦ APPLE\c� \ f=- ♦ OUY HIRE P�� 4' AINLIN ORCHARD \ A-� 104.0Q PROPOSED FIRST FLOOR PLAN w UTILITY FENCE POLE IA' E. _j FRO-1156T,t ZON I NO PATA c� -j / 0111 DIA Q TREE �� o\ \♦ PROPOSED A.C. TAX MAP # 1000-102-02-22 A— 105 .00 PROPOSED ATTIC PLAN GARDEN 0 \ ��� CONDENSERS 5� \ NE ZONING DISTRICT R-40/R-80 NG/G p fff PO L ♦ ,, FENCE INLINK LOT AREA 1.3 AGRE5 E \ c0 PICK T Q ti TREE CERTIFICATE OF OCCUPANCY #Z683g ON JAN. 05 Ig76 ' FENCE \ --2Q QQ PROPOSED SOUTH ELEVATION (FRONT) \ °�U <� GONG. �° �� \ \♦ SUFFOLK COUNTY HD APPROVAL R-20-1130 IF I BEDROOM \ U TSPS 0' \ \� GROSS AREA EXISTING PROPOSED UTILITY \ o 0o NE o,\' \ A-202 .00 PROPOSED WEST ELEVATION POLE 1.2' E' \ \ EXIST. FRAME B LL ♦\ BUILDING BASEMENT AREA 4,08g S.F. O S.F. \ ( CONVERT TO c CURT ` RE5IDENGEFIRST FLOOR AREA 4,08g S.F. \ ) otic 0 EGTRIa �fi �� / �= Q� 0 1 PROPOSED EAST ELEVA,TION ETER \ I ¢0 / Ro, LOT,GC7VERACCE " . Ste' os, 0 ♦ _ 96, LOTo�d DESCRIPTION (FOOTPRINT) AREA COVE AGE PROPOSED �j, GONG. � T N/o/F UNDERGROUND LA GING WALK �. GUY % �' — -- -- L- ! - 0 x,00 PROPOSED NORTH ELEVATION (REAR) CUTCHOGUE CEMETERY ELECTRV. 5 . S �� b 6 p HIRE TOTAL LOT AREA 56,163.0 S•F. EDGE OF ASSOCIATION \ ,\ ROOF �� p ' / PAVEMENT EXISTING BUILDING 4,081.0 S.F. 7.386 OVERRAN lop - - -- -- - - UTILITY 6>, �� EXISTING STORAGE 1,077.0 S.F. I.g96 WINDOW AND DOOR SCHEDULE POLE O.L. \ SLATE / , - - --- - A-20'- .00 y STEPS UTILITY POLE TOTAL AREA OF ALL STRUCTURES 5166.0 S.F. g.296 ! CONSTRUCTION DETAIL.':; /GARDEN NYT #537 -- ti P ALT *MAXIMUM LOT COVERAGE ALLOWED - 2096 1 FIR DWV/ WATER SUPPLY RISER 5ET PICKET is OAS REOUIi�ED �3AGK5 - "R-4O GAS RISER ' w METER FENCE y� �Q �1 ry REQUIRED EXIST. PROPOSED COMPLIES 1 O FRONT YARD 50.0' 86.7' 86.7' YES I UTILITY MAC GOOLE U°0� �' SIDE YARD 15.0' 80.8' 80.8' YES � Vl a� Sa'�Q. ln' f POLE O.L. o BOTH SIDE YARDS 35.0' IOg.b' IOg.b' YES w FENCE ' -- A r7r� b� cQd�. Q 05N. 0.3E O `� REAR YARD 50.0' 155.95 155.8' YES STONE COLUMN VO UTILITY POLE o_110 PROJECT: LIL #536 41 UTILITY POLE SACHS NYT #536 RESIDENCE 30635 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: People's ni!e Bank PROJECT LOCATION &SCOPE NAPA A AutoParts- kfl SITE PLAN & ZONING DATA UAN.,irlin Automotive... Sq PAGE: G-00 :1000 DATE: 09/17/20 1 OF 12 F" Food Distribution Center SITE LAYOUT NOTES: -Lord's Cts oar 1. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED , SURVEYOR. THE INFORMATION .\ M. r,_• ��.1 REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ` ' 2. SURVEY INFORMATION WAS OBTAINED " Santa's L Cpwt q is�3 , ,f FROM A SURVEY DATED MARCH 15TH, 2001 �' " I Tree 1 arm AND PREPARED BY: NATHAN TAFT CORRIN III 1586 MAIN ROAD lex 0p_ JAME5PORT N.Y. I Ig47 SITE FLAN TELEPHONE: (631) 727 20g0 LOGAT I ON MAF SCALE: I'-O" = I5'-0" 5GALE: NTS i1 I \ / }� NOTES $ SPEG I F I G�cTI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE Y I ATI O I�lS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. - -- _ __ ____ Q IT 15 THE CONTRACTOR'S RESPON51BILITY TO KEE`_P THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, _ __ _________ __ PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD j K rKIPS (1000 LBS) I Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CLEARANCES ARE PROVIDED. -I 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, ID TESTING BY AN APPROVED BFE BASF FLOOD ELEVATION J;II MANU. SPEG.S 'MANUFACTURER'S 5PECIFIGATIONS W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR __-____._____________-__-. - _ -__ _ - _ -. - _ I -- - I J .; GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY OLA55 UNIT INSTALLED BLDG. BUILDING -- - -- MAX. 1 MAXIMUM GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. ° Q APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM 1 BEAM _________.__________l JMECH. �II MEGHANIGAL - 1 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH11 - - - -- 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR BOT. BOTTOM MIN' MINIMUM ° ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - MANUFACTURERS SPEGIFIGATIONS. B.O. -- BOTTOM OF_ ________ ___ ____ jjAVD88 NORTH AMERICAN VERTICAL DATUM OF 1 188 O � EQUAL. PREFABRICATION: ALL OJOISTA NTRUGBTUER, OLUED LAMINATED LUMBER,TIMBER, � 1�------- -- - --_--- --- - _ ----' _- -- - _-----_----� J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO IO CAULKED AND SEALED AS PER NEW YORK STATE J ENERGY CONSERVATION CONSTRUCTION 5. MINIMUM, DOUBLE HEADERS AND TRIMMER5 AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL GODS. B.O.W. BOTTOM OF WALL NYC BG NEW YORK CITY BUILDING CODE � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ _____ ' ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. �r 4. ALL UNNOTED R NON-VISIBLE VI151B1LE EA EMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR G.J. CEILING JOIST O.G. = ON CENTER d RULES SPECIFIED IN I.I THROUGH I.B. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, __. _._-_________ OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL DBL. DOUBLE ; OCG. OCCUPANCY ' 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -I. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2' BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - Z DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER 5THH10H PARTICIPATES IANDARD5 COMN AN IMITTEE ORTATION OEQRU VALENT. THEAM, SUCH AS _ _.. _____ _____ __ _______- ___ ._-__ __ _� O SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 DIM. DIMENSION = WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _ _- P. GONG. POURED CONCRETE F_ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z b. NO DEVIATION5 OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE f,T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH D.J. DECK JOISTS PL. PLATE Q Q SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET � ____--______- -__ _ UNLE55 APPROVED BY THE ARGHITEGT/E`_NOINEER. ANOTHER WINDOW MANUFAGTURER, IT 15 THE RE5PONS181LI7Y OF THE - ----- �,,p�YWD.____7 PLYWOOD cr W 10. ALL EXTERIOR CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH EA. EACH I L 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ON PAGE G-003. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTO A I qO.I STRUCTURAL GLUED LAMINATED I J BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DE516N PRESSURE, ELEV. ELEVATION ; P.T. �;PRESSURE TREATED J 00 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS --- --- --- ------ - -- 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL COwAt C) DES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED REQUIREMENTS. EQUIP. EQUIPMENT I REQ'D REQUIRED Z WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 --_ q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GPX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXIST. EXISTING __ - � RISER J ri ri (=) 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLASS. -- - Q FASTENING SCHEDULE A _-- ---- - --- -.. ..--------- NOTE: THIS SCHEDULE DOES NOT INGLUDENAILING FOR METAL FRAMING STRAPS - - - - CONTINUOUS BUILT-U ' GIRD RS, B OR MORS SUi�fi�ORTS FIREBLOG1G NC FOR f=LATFORM J,lOOD FRAMING o W J (SEE PAGE 0-005 FOR STRAPPING AND NAILING REOUIREMENTS, CONNECTION PATTERN SCHEDULE , AND ROUGH OPENING FRAMING REQUIREMENTS) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SFEC.'s FOR ADDITIONAL INFO.) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE CONNECTION 4 1/4 OF A WIR WHEN ORDERS MADE UP OF JOISTS NAILED Q I. (SCHEDULE AS PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPING. C) DESCRIPTION FASTENER SPEC. FASTENER A�(2)ROWS IOd NAILS 0 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE J 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST L AND QUANTITY SPAGINC SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. � B (3)ROWS IOd NAILS• 12"O.C. THAN ONE THIR.7 THE TOTAL NUMBER, ARE TO BE ROOF GE I L I NO FRAM I NO (2)ROw5 1/2" m BOLTS 0 12" O.G.5TA66ERED; THO-PECJOINTED ON TH= SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE 0 C DBL.0 ENDS _ GIRDER p MAX.32" PLATE SERVE AS FIRESTOPPIN5.BUILT UP Q_ NAILING: D (2)ROWS 1/2114)BOLTS 0 16°O.C. TWO-PIECE ORDERS ARE TO BE NAILED FROM ONE \ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE RAFTER TO TOP PLATE (TOE-NAIL) SE P G 0-003 PER RAFTER J015T SERVES AS FIRESTOPPINO. Z E (2)RoW5 I/2" m BOLTS 0 24" O.C. SIDE WITH lociNAIL5, TWO NEAR EACH END OF 0 CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER J015T BETWEEN Vb EACH PIECE, OTHERS STAGGERED WITH A DISTANCE j 5 5. FIRE5TOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING = F (2)ROW5 3-s/6"TRUSSLOGK SCREWS 0 12°O.G. 4 1/4 OF OF 16 INCHES BETWEEN NAIL5 IN A HORIZONTAL ° OR OF NONCOM-BU5TIBLE FILL. SCREWED ON(U 51DE OF MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAS= 0-003 EACH LAP (2)ROw5 3-3/b"TRU55LOG0 b"O.G. P Z 6 K SCREWS I SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH --_ I b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Q 5-CREWED ON(1)SIDE OF MEMBER - GEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) LI-166 COMMON EACH LAP H (2)ROWS 3-3/b"TRU5SLOGK 5CREW5 0 24"O.G. JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 4. p BETWEEN NAILS IN A HORIZONTAL LINE. ! JOISTS SERVE AS FIRESTOPPING. W SCREWED ON(1)SIDE OF MEMBER J -----------( ROWS 5"TRU55LOGK SCREWS 0 12"O.G. THREE-PIECE I j T. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND J COLLAR TIE TO RAFTER (PAGE'-NAIL) SEE PAGE G-005 PER TIE J SCREWED ON BOTH SIDE OF MEMBER BUILT UP 61RDER MAX.32" THREE-PIECE GIRDER5 AR.E TO BE NAILED w/ 20d - 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS > d. O P, NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. -{ SERVE AS FIRE5TOPPING. (2)ROW5 5'T'RUSSLOGK SCREWS 0 Ib"O.C. PIECE INCLUDING INTERMIDIATE JOINTS AND w/ THE 4 Z BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END SGRENED ON BOTH SIDE OF MEMBER / " OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I /- ' 3 8. THE HEADER SERVES A5 FIRE-STOPPING. - ;• � � � (2)ROWS 5"TRUSSLOGK SCREWS 0 24"O.G. BETWEEN I/b Q RIM BOARD TO RAFTER (END-NAIL) L _ 5GREWED ON BOTH 51DE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. '' "� 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Z >' 4 2-I6d COMMON EACH END _ I ! FOUR-PIECE OIDERS ARE TO BE ASSEMLED AS - 0 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Q Z P STRINGER TO SERVE AS FIRE5TOPPIN6. NOTE: 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED - -- - _I N FRAM I NO _ _ - _-.' L- -- -- � , I- 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR w (D WALL PLAN SHALL USE GONNEGTION PATTERN'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. _ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER P J LO it APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL _ LO TOP PLAT= TO TOP PLATE (FADE-NAIL) 2-I6d COMMON I PER FOOT 2.WHEN SCREWING OR NAILING FROM BOTH 51PES OF MEMBER- FOUR-PIECE ANCHORING: 2 �, -� f!/ : HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 0 Q OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO / I J 0 TOP PLAT=S AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. 51D= MASONRY PIERS, NAILED TO WOOD P05TS OR ✓ FIRESTOPPINO SHALL NOT BE REQUIRED WHEN THE BOTTOM OF THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING - - BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE W LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. J� I I J� }�� AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES 1 /-- ®R SIDE L® D D 00 . L B I'" I S) PLATFORM FRAME GONSTRUGTION SHRINKAGE CRACKS H, THE INTERIOR FINISH. Y PLASTER CEILING ON F- lv/ FATTERNS NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY PAGES, WILL SERVE U ; -LOCATIONS REQUIRUNG FIRE5TOPPING- AS FIRESTOPPING. W TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD ~ ' FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOPPIN6 = t J FIRE- BOTTOM PLATE TO FLOOR J0157, BAND JOIST, FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- STOP 2-Ibd COMMONI� PER FOOT STOPPING STOPPING SOLE (� J ENDJOIST, or BLOGKINO (FACE'.-NAIL) MULTIPLE-PIECE MEMBERS Q NAILED' BOLTED' FLOOR FRAMING Ih� h, °, 2 ROWS Ibd 5 ROWS I6d 2 ROWSK" ROWS 2 ROWS VERTICAL 2 BOLTS 2 +``',°is:. _ FIRESTOPPIN6 WHEN COMMON COMMON BOLTS BOLTS O 12"O.G. •12"O.G. O.G.STA65ERCD° 0 12"O.G. O b"O.G. COVERING Is APPLIED ' -_ TO UNDERSIDE OF TWO ROWS 12 O.G. 5T5 JOIST TO SILL, TOP PLAT= or ORDER (TOE-NAIL) 4-5d COMMON PER JOIST THREE Rows 12 O.C.o.c. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 � -- BEAM SELECTION w/ STD. NAILING BRIDGING TO J0I5T (TOE-NAIL,) 2-bd COMMON EACH END AS NOTED IN NOTES -7 $ 8 ° ° ° ° S ALTERNATE ° o 0 o NONCOMBUSTIBLE ALTERNATE ' SOLE FIRESTOPPIN6 LOCAOF 61TION RVE 3 _ BE 2"FROM ED6E5 L BLOCKING TO JOIST (TO=-NAIL.) 2 bd COMMON EACH END I.TOP AND BOTTOM ROWS.SHOULD WOOD FIRESTOPPIN6 ,. 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWo ROWS b"O.G. FIRESTOPPIN6 LOCATION 5 LOCATION b BLOGKINO TO SILL or 5-Ibd COMMON EACH BLOCK FROM TH E TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL THE TOP PLATE (TOE-NAIL) THICKNESS of E MEMBER.USE WASHERS UNDER HEAD AND NUT. 0 0 0 0 0 0 © 0 0 o y;� 3.5TA66ER EACH ROW OF FASTENERS B'7'12". © O 0 O O O O O O �'!' �i -�:� 2"SPACE NOT 1_ NAI 3-I6d COMMON EACH J015T - LEDGER STRIP TO BEAM (FAG L) _ To BE FILLED I M IDE. � i 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NA LING IS FROM EACH 5 I I I I' � � ® NONGOMBUSTIBL.E FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 Fftt APPROX.I INCH THICK JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-bd COMMON PER JOIST BOTH SIDE OF THE MEMBER :V b.VALUES FOR NAILING CONNECTIONS MAYBE DOUBLED FOR b'O.G.OR TRIPLED BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOI5T FOR 4'0.6."AIL sPAC1N6. LOCATION 7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT T 2 ROWS OF Ibd COMMON NAILS(I2'O.C)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION 8 LOCATION 9 --- b.5 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14',Ib'4 16'. LOCATION 10 ' ROOF SHEATHING -_-- - ---.-.. . ---- ------- STRUCTURAL PANELS: //�� I/� I I,�I /� INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD SL L/ I I�lL/ O TO La T N J` 1 L 1 NO/ST� /` FF NO �q N I I VDOY ,V/DOOR HEADER PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD 1� l'� GABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. UP TO q" RAKE OVERHANG TOP PLATE SPLICETOP PLATE 5PLIGE REQUIR.EMENT5 TOP PLATE S"LIGE REQUIREMENTS NOTATION: LENGTH FOR WIND - EXPOSURES BBC - FOR WIND - EXPOSURES B$0 - A - NUMBER OF bd NAILS 0 EA. END OF 5TRAPPIN5(2018 WFGM,TABLE 3.7, P. 169) GE I L I NO SHEATH I NO ALL OTHER GASES ONE STORY SLAB ON GRADE 5 - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APTLY TO DOORS) (2013 WFGM, TABLE 3.23B,P. 291) _- G - NUMBER OF FULL HEIGHT KING 5TUD5 a EA. SIDE OF HEADER (2013 WFGM, TABLE 3.230, P. 292; ALTERNATE AS PER TABLE 3.23D,P. 293) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD BUILDING MINIMUM 5PLI0E`2A4 BUILDING MINIMUM SPLICE'=4 D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING SND TO END OF HEADER® EA. SIDE DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) A D (2015 WFGM,TABLE 3.7, P. 139) E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2013 WFGM,TABLE 3.22F, P. 233) WALL SHEATHING - F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) a EA. 51DE (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.5, P. 191) STRUCTURAL PANELS bd COMMON b" EDGE / 12" FIELDB cA I b'-O" 3'-O"/3'-q" I6'-O" 4'-0" E - - Z GYPSUM WALLBOARD 5d COOLERS -f" EDGE / 10" FIELDFASTENING SCHEDULE E3 20_0114'-0"/5'-0" 20-01151-011F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS O FLOOR SHEATH I NO (SUBFLOOR) 24'-0" 4'-0"/5'-0" 24'-0" b'-O" (IN ACCORDANCE WITH WOOD FRAME GONSTRUGTION MANUAL 201.5 EDITIONjf ) U STRUCTURAL PANELS: 28'-0" T-O' NOTATION lI - ---- A B G D E GREATER THAN I IOd COMMON b EDGE / 12 FIELD 52'-0" b-O /7-6 521-011 V-011 10PNGI" or LE55: bd COMMON b" EDGE / 12" FIELD GH 2'-0"------ 2 - - - - IW- -- - 1 - BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. - - P 36'-O" 7'-O"/b'-4" 36'-O" 9'-O° -- _----- - I I I NAILING REQUIREMENTS ARE I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO TO PLATE ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER LENOTH5,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 81-0"/10'-O" 40'-O" II'-O" 4'-0" 4 I 2 2 JI 2 2 SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR PROVIDE AN EQUIVALENT NUMBER OF NAILS - - PROJECT: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 2.TABULATED SPLICE LENOTH5 A55UME A BUILDING LOCATED 50'-0" 10'-0"/12'-6" 50'-O" 13'-O" - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF IN EXPOSURE B (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) - - --- ---- ---� NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. b'-0" 7 2 5 .4 4 4 SAC IS 3 - 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/15'-O" 60'-O° Ib'-O' FOR ROOF SHEATHINO WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH HEI&HT5 FOR OTHER WALL HEIGHTS,K THE TABULATED UNIT SIDE OF THE ROOF PEAK, THE 4' PERIMETER EVOE ZONE ATTACHMENT REQUIREMENTS SHALL BE LA pOR ALTERNATIVE SHALL 5E MULTIPLIED HEIGHTS MULTIPLYYH USED. THE ABOVE 70'-0" 14'-O" '70'-0" 19'-O" RESIDENCE NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ------ --- (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): --- --- i i 1 q'WALL- 1.125 1O'WALL- 1.25 II'WALL- 1.5'75 TH15 COLUMN H/MULTIPLIER 30635 MAIN ROAD 12'WALL- 15 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL CUTCHOGUEf NY 11935 DRAWING TITLE: HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G ff m%j03 ■ OO DATE: 09/17/20 3 OF 12 AR +. 0/1 z.y .wa t it GENE A _ a _ EXISTINTO BE DEMOLISHED NEW PARTIAL HEIGHT G W WOOD FRAME (L.6. STL. 0 •� EX15TINO TO REMAIN WHEN APPLICABLE) w ; J NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V i ! ® WALLS WOOD FRAME (L-6- 57L. POST FOR 4" J WHEN APPL I GABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. PLAN NOTE: NEW 2-HR FIRE RATED 0 a WOOD FRAME (L.O. STL. I. FOR INSULATION AND ENERGY VALUES SEE "INSULATION AND a WHEN APPLICABLE) FENESTRATIONS" TABLE ON PAGE 6-002.00. INSULATION Z AND ENERGY VALUES WILL MEET OR EXCEED NY5 2020 CODE REQUIREMENTS. O z a o -711 1 Lu -a'-4 1 _242 ay2 5Y2 EXIST. z0 (D WATER J ri SERV I CE Q }: SFO' Z ri NEW 8 xI6 Gm P. . U_ W cam$ Lo> I T T I I I FOOTI NO TO SUPPORT ° o Q Lo ( K I MASONRY STEPS oo EXIST. X-11 J00 o UP AE30VE I OAS Lu e i — A-205 01 SERV I GE ` ool s ---- --- - -7 REMOVE REMOVE _ GONG. _ _ GONG. N v N' w WINDOW WINDOW WELL �= J .' •l : ., 002 I WELL I LL FILL AND Q J PIT _ _ GOMi�AGT _ _ a 1L oo } REMOVE WINDOW AND COMP. -------- --- -- PILL WITH CMU AND REMOVE MASONRY - ----T=-�--i i- i�EVERY 6" EVERY I— O ----------- - WATER PROOF FRAME NEW DOOR (NO WORK) - ; ; I I I I I I X . . r h. Lu EXIST. W 14x58 oo (ASSUMED) TO REMAIN ((���� OF — — — _ — _ — _ — _ — _ — _ UO 006 = REMOVE WINDOW REMOVE WINDOW �0 ILL WITH CMU AND FILL WITH GMU AND t- 10" I '- ' .�' � WATER PROOF � �� � �� WATER PROOF • . oo (5' 4" 2 5 `5 �n SO _2 23 -6 _ oo OL 5: } �2 � Oz -N � � N V O X I- IY 8 -O CLO. HT. Cp _� x. 111 �/ — c:y,,., . x. N oo EXIST. W 14x 8 X a i CRANL X (ASSUMED) TO REMAIN � SPACE � EXIT. CRAJ�IL ; w - - - - - - — - — - — - — - — - — - — - — - — - — - — - - EXIST. (S) 2x 10 ACCESS SPACE EXIST. - - -___-_ - - - - - - - - - -- - - - - - - EXIST_ - - T - - - - - - - - - - - - (NO WORK) "Wx I O"D 8.0. ' �u oo FINISHED -4. F CELLAR AFF - u- I ALX I ST. I N I Sf�ED - :, TO REMAIN CELLAR CONTRACTOR XIST. SLAB \N N' O �'-4" CLO. HT. I I = I TO PROVIDE AND STEPS -O CLO. HT. 1 Lu r ' ASOVEx LL — EXIST. CMU I > ( NEW N Z W EXIST. W14x58 NEW 2x4 N L- O INSULATED 2 W,4LL TO EXIST. (5) 2x I O - CQ s . 2 I ( STUD WALL I I X < I HTGHES 0 (ASSUMED) TO REMAIN REMAIN O I RDER TO W- - - - - - - - - - - - - - - - - - - - - - - - UP- - - 8.. OYP. w / BOTH I REMAIN (B.O. I I CR,4WL • w ,,'o'."O5;ri.,,g%a. ',,;1,. ,y°'v`d:;'o"d;'✓."'. ; j°. .f"-✓ y;';. .4>•,� :. _ SIDES BEAM ©7 -5 - SP�rGE - - - - HWH � - - - - - - - - - - - - - - - - W � � � � � � — - X I T. - — - — - — - AFF) - — — ,4CCESS 00 _7> -- EXIST. CHIMNEY 005 RE A I N ° REMOVE EXIST. EXIST. 5" r PROJECT: REMOVE WINDOW I -0 FTO. TO REMAIN N Gf�RPET, SPEND X z STL. COL. TO _ iL _ PILL WITH CMU AND I u-- REMAIN O } � SAC HS NATER PROOF i FAINT - I- O - o EXIST. % m RESIDENCE FURN. V_ I REMOVE WINDOW X - I I - .. ,� �O I LER - - X EXIST. OROAN CONTR. TO --� -► FILL W 1 TH CMU AND .a - _ ROOM MECHANICP�LS TO ESE SUPPLY 3 O t- O I— WATER PROOF - T' 30635 MAIN ROAD NO NO 13 REMOVE CON(.. REMOVED NEW VENT WINDOW WELL - -I . . ° CUTCHOGUE, NY 11935 FILL AN'D GOMPAC,T I I I 1 I I I I I I DRAWING TITLE: - - L __J I I I I I --- -- --- PROPOSED FOUNDATION PLAN EVERY 6" - — _ L------- L--- _ _ I �-- - — - — - — - — - — - — - — - — - — - — - — - - — - REMOVE/ ----------- �--------- ------ I I I I I 11 I I I I EXIST. W 14x58 I I I W (ASSUMED) TO REMAIN oos EPL. EXIST. REMOVE GONG. REMOVE WINDOW ; ' ~ . } D X• � .: WINDOW WELL FILL -� p I I ELEC. 24" INISHES FILL WITH CMU AND , X LL REMOVE WINDOW I EXIST. AND GOMPP�CT O PAGE: NATER PROOF L-- w < FILL WITH CMU PEND PANEL _ OO4 SLAS � EVERY 6" - 00 NATER PR001- O STEPS 00 P�BOVE01 . s I I I I I I I I I I I I DATE: 09/17/20 4 OF 12 I I EX I ST. L--------L L--------L IL-------- II ----- -----� L--------- -I -----------I ELEC. REMOVE GONG. SERV I CE 0 WINDOW WELL FILL AND GOMPI�CT EVER 38 -�2 48 -6Y2 -5Y2 t ` . `f: �' � 71 1Atrf c�L F �:V• PROPOSED 5ASEMENT PLAN 4'0Sq S.F. OR055 AREA SCALE: 1/4" I (5ENERAL SNr'M50L <ENr : a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT E WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) � 11'j NEW WOOD FRAME (L.G. NEW FOUNDATION WALL a 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ® V iPOST FOR 4" WALLS O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL POST FOR b" WALLS), U.O.N. NEW PLAN NOTE: O 2-HR FIRE RATED (L. FOR INSULATION AND ENERGY VALUES SEE "INSULATION AND WOOD FRAME (L.G., STL. I WHEN APPLICABLE,) FENESTRATIONS" TABLE ON PAGE 5-002.00. INSULATION Z AND ENERGY VALUES WILL MEET OR EXCEED NYS 2020 PROPOSED .C. CODE REQUIREMENTS. _ CONDENSERS IN SIDE YARD GONG. AS PER LOCATION ON SITE PLAN a � I PATHWAY L_ 00 �5 1/2 I� _ _-� 24�_8� x_51 lrirq J 1/2 2 2 Y2 � o azvi U- ,J N 1O3 PRO\I DE STONE STEP rIx j 23 24 EXISNO 5 I DN NEW DOOR, STEPS J o RAIL TO ORAr4 )E PER NEW DOUBLE HUNG NEW DOUBLE HUNG 25 GODS w I NEW 2 113 NEW (2 WINDOW I DN EXIST. FAN TO BE w EX I ST. RAMP TO DE A-205 z 1� =I-�/4"x�-I/2" M = I-S/4"x�l-I 2" MODIFIED TO GODS Ui=' REMOVED, INFILL z = J (3 -1 N HDR ® ML HD 114 102 - �✓_ FRAMING, S I D i NO AS _ 0 J 4" REQU I RED ` a < �� NEW I , _ 4" 5,_�„ NSW DN -- t- .. O x 41 Q la x . .. z i� ASTE 0 o I I _Oil NEIN - PANTRY - X _ Q E3ATH CLC. PWDR. RM Q i i_Oii ®ICV' ObIL%' eI�%' 110 10 I v LL z —' 115 ONE HT. ,n GLC. HT. GLC. '11=11., CA HT. 110 EX I EXIST. STAINED EXIST. STAINED EXIST. STAINED EXIST. STAINED 0 _ 121 ;; - NEW DO R OLASS WINDOW TO OLASS W I NDOIN TO OLASS WINDOW TO OLASS WINDOW TO Q _ - _ ART WALL 1°q W K 8'_l" - POCKET O BE REMAIN REMAIN REMAIN REMAIN z O 111 .k `9 (ic 2 DOOR FLIPPED < Q IIA z O � 11 �I EXIST. HYDRONIC BASE z - -- -- -- ---- LQ Ill — NEW 0 I EXIST. BOARD HEAT I NO TO REMAIN, V_ COLUMN TO REFINISH COVERS � POCKET c(1 O I REMAIN DOOR O iILI EXIST. STA I NF —14'-O" 4'-O" 12'- PROTIDE 2 PLY. OLASS WINDO SHEAR PANELS FLOOR TO REMAIN I EXI T. O TO CEILING _ _ � SO _ - 5� O 3 COLUMNS -- � � 2 N'I: O '' - K I Tr HEN WOOD TO BE EXIST. COLUMN - - -- - TO BE NENFSM I LY - _ RE TORE I '-O" GLC. HT. REFINISHED ROOM r I�; F_X 1 5T. co0 PANTRY _ I FOYER Ioo I DROBE I�' I -O CLO. HT. NEW OPEN I NO x _ O WAR / - O C�`B FRAMED d QI III '-O" CLO. HT. N � � � � i N Ll — SM>°o BETWEEN EXIST. mI i; �iiY ' 'I I 0 _ -' ,I �� � X O p I COLUMNS - j (, O � -- Z Lu EXIST. ALTAR AT I -O y, , N Ia I O �y z v ��� ._O ._O O m i WOOD FLOOR ! Q 2 �, FLOOR LEVEL 2 ® FARM Q NEW I ( _ SINK EXIST. COLUMN � ' REFINISHED _ - w 4 � Q QLu BEDROOM r AL ION FLOORS - - z ---I I L _ RANCE I EXIST. GH I MNEY PRO\/IDE �" PLY EXIST. ___..._..X� �O__ 1 '-0'' CLO. HT. I I W/ _ ANO V�IORK� _ 2 �" � DN GO I UMNS Q SHEAR PANELS FLOOR ST�41 NE d z z N I - 4 I I- = HOOD TO GE I L I NO p -- TO BE O , I C o o STOR OE CSB I NET Q OLASS W I RE TORE PROJECT: SMO° I I o o BELOW CHAIR RAIL z TO REMAIN i1✓ z = EX I ST. HYDRON I G BASE — O „q „ z SACHS O m O 4 16" BOARD HEATINO TO REMAIN/ I- Q < 1O1>� - -- - - - - - - -- RESIDENCE 118 ! REFINISH COVERSY . �✓ EXIST. COLUMN 1u - -- -- o — ! z �m MIRROR ON IGS ly TO REMAIN c1 BGK OF � EXIST. STAINED EXIST. STA I NFD EXIST. STAINED EXIST. STAINED X < ° I� _ r 30635 MAIN ROAD DOORS OL SS WINDOW TO OLASS WINDOW TO OLASS WINDOW TO OLASS WINDOW TO ILLI A _- -- - --- r CUTCHOGUE, NY 11935 w z ~ > REMAIN N REMAIN REMAIN REMAIN Q NEW WASHER $ DRYER — EXIST. Oil NINO - _----- DRAWING TITLE: p VENT TO EXTERIOR Lu _ _ _ 104 NEW PROPOSED FIRST FLOOR PLAN Q EXIST. O6I�6 . 05 I�S °�1�4 0�1�3 EXIST. POCKET / DOOR TO BE CL. 105 CL DOOR EXIST. STONE PORCH UA z CENTERED ON lob 116 I 4 �` _ _ .__ ___..__...._.._._---..._..... _._._.._. ..- - ..._..._._. ANDS EPS TO REMAIN, OPENING � TTIG EXIST. Io1 REP,�I / REPLACE u 1O, O DN EXIST. STONE PORGH STONE TREADS, PAGE: ACCE551 VESTIBULE � AND STEPS TO REMAIN PROM E, PROVIDE — IS TA I R g'_g CLO. HT. STUCG © RISERS ! NEW (B) 1-5/411X� -I/2" ML HDR I DATE: 09/17/20 5 OF 12 117 I Ib 115 114 113 (4) NEW FIXED STAINED OLASS NEW TRANSOM CONE WINDOWS PATHWAY Df� 55�_1�2�� 48 _6Y2 � _552 ' - �,' ,C37��'�•'SCJ PROPOSED FIRST FLOOR PLAN 4,05cl S.F. HABITABLE SPACE; 4,05cl S.F. OR055 AREA SCALE: I/4° = I'—o" II i O ENERAL 5`I'M50L <EY : \ Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 57L. W WHEN APPLICABLE) J k, EXISTING TO REMAIN t - -- J NEW WOOD FRAME! (L.G. NEW FOUNDATION WALL Q 57L. WHEN APPLICABLE`.) NEW I-HR FIRE RATED ® MIN. (2) 211x4" STRUCTURAL l\ 0 WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE`.) (MIN. (2) 211x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. Ix PLAN NOTE: 0 NEW 2-HR FIRE RATED d WOOD FRAME (L.C-'. 5TL. I. FOR INSULATION AND ENERGY VALUES SEE "INSULATION AND WHEN APPLICABLE:) FENE5TRATION511 TABLE ON PAGE 0-002.00. INSULATION Z AND ENERGY VALUES WILL MEET OR EXCEED NYS 2020 CODE REQUIREMENTS. O F— ., Z Q W J J 00 FROF05=) CARRIER zOO COMFORT 80 SERIES OAS FURNACE Q z � MODEL# 58SGOAC-70E LL co w r-I _� _ -- ---- = -= o u - - - T d_ �. r'} JO 4 T 411 1 1 - EXISTINO 8001= BELOW ; 1 , X \ \ t w -- � \ j I^-__'_ 1 J. 'F + •;i I - _-." j ._., { --- -- -r------- --- - 71--r. - \\\ a ' 1 I y { _ i{ 'I t, I---d 1--,-..I .I rf I- _� - --I- ..� - --I {A-ri- - - ..A,•`-1 , y ,I h. - - ROOF 1 I I I 1 - ----- III III III ? _ IF FROVIDE _ j t = WAL<AE3LE - } FROV I DE `G` - i_ SUR ~ z` G - 1-�GE FOR 4'-01, 7 SIDE \ - \ = r k s ACCESS ` `� �,�'' `\ _ °� _ \~��t`�``.~'�'^. �'.\�`�•" `�\ \, ��'`` �•_,�,,\�'�. .`��`� \ , e -`� , :�.lL, `.,\`\ ���`..4``,n\. � � may-=\_ \y``���\ .� � - -- \ • �� i. M�41 NTNNG OF MIN L�-4DDER , w � . , \ -_ - ME I GAL ~ LINES NES OE �---� -r � TO GODS �" III , , EOU I FMENT 5EAM 5ELON i , f FROV I DE I 1` STEEPLE , ' UPi� TTI G _ III 1 - I – C� --1t TTI G I - i ~ I ' HANDLER - -f..i, .: ~ III i I 1 III ` IEXIST. A ; j. _ _, ;_- -7 w �` ' , – – – – – – – – – 5(5� – – �PL� ~~,\ ~�, `� EXIST. RIDOE UNIT \4 �. '. v I LL, I I I w - Q w \ --._ _-j. \ III \ \ Z I � N I NO EOR Q l_l 8 I OilLLl I i I -► — I - LL — 0 iX p O \ - I F- i- v — ►— w -r- I I I 1L III - III z I I MEG ;� . ' EOU I i�MEN X � \ . UA LLI D C,,`1�1 R S) N — N w = N w \ \ \\\ S_T i�L \ \� w ' LU d ' 2x 11.4 7\ - : PROJECT: iii 1 � 0.c' . III III X III I - RESIDENCE I EX 2.2 't FRO i \ III III III 30635 MAIN ROAD VIDE 3 i�LY \I NALKAE3LE ' I I CUTCHOGUE NY 11935 SURFACE FOR L ` ,----------'�'\ ' L -�_ �tGGESS I ; WALL. �AE3OYE ; : ? -- M,41 NTEN,4NGE OF I I F x - — — — — — — — — — — — — — — � , a ------- �------------- ; - � PROPOSED PLANS MEGHAN I GAL -------------- -- - j -------- EOU I i�MENT EXIST. YWO ST i�L ' : t t ' r_1 - I - j I K - - PAGE: I- - ~. SIR L TTIG G ESS - — - 1-17-103000 - 1..y. STAIR \J - - u r --i r DATE: 09/17/20 6 OF 12 � DD A[[ sex v A • M 4 FROPOSED ATTI G FLAN PROPOSED MEZZANINE PLAN SCALE: I/8" = P-O" SCALE: I/8" q Q o w w J a O J J_ F- 04 Z 0 Z Q o w J J 00 Z Cfl TA z ['f cZ N L. W cb Lo r-11 Lo w w ~ U U fr Q CONTRACTOR TO INSPECT CUPOLA FOR ROT DAMAGE B GENERAL CONDITION. BRING CONDITION TO OWNERS ATTENTION FOR ANY NEEDED r... ............... .. .... . .. T REMEDIATION �_..- PROVIDE NEW CONTINUOUS RIDGE s SOFFIT VENT i I E _ EXIST. ROOFING TO REMAIN (TYP.) - PROVIDE NEW CONTINUOUS RIDGE 8 50FIT _ 1.-TW � E I...,l. _t- .T .. _ r1L E, I C. I. I �_ . __. ._,__ I i. � T. _ a EXIST. OGEE GUTTER I (� f i f ALL EXIST. STAINED GLA55 WINDOWS TO BE RESTORED IT � � � I � Lu - �. EXIST. OGEE GUTTER T r 0 7 !_ EXI5T.� �.w I E Lu EXIST. STAINED GLA55 WINDOWS TO BE _. . . L . I1.- T -_--_--_-- - I Q w w J a 0 J_ ' H O ` 0- Z O H LU J J 00 Z Q Z LL W (o Lo Ix r'i N Lf) LU % it H U w H U CONTRACTOR TO INSPECT ALL ROOF INTERSECTION 4 U J FLASHING Q PROTIDE NEW GONTINUOUS RIDGE 4 SOFFIT VENTING :, EXIT. ROOFING TO REMAIN Q Ij -�- - _ � i �. _,, li € ry 3 I a t i c t € mom _Cr} �^1 , T I t t 1_TT- ( I i _1, 1 `T �.T E1 .. .-._-t.�l _,_ k -3. _.,..�.J. f .i._j. ._ �.t_.--€ - _ "�. .5.., T ° i 1., t I i .. i...:..-:, _.s._i J. '- -'rte. ,7 a O - -r EXIST. OGEE GUTTER i , T �� L� i Ll 1 € k r k i Y _ i € I t 7 f ��, t 2_. ;..._. ,...., i __�., I �. I # � I __ EXIST. OGEE GUTTER �__ ,_ .. __ _ ,. I _ � �-,-- X11=1 1_ _ d .1._.. . € - � � 1 LU LJI E E_._._ .�._..._._� _..�.._ .i_. ..I , _.,.. ..i. EXIST WINDOWSi c� HIST RIG LL ( ) T1 -_- � _ .,T _ - �._T__-_ _T _� __ � " ,�._�T.... �..1. I..- � � _ � � �_,�_,. �.. �.r.._ _ ...1T.s.,.. TO BE RESTORED (TYP.) N r i f r ( EXIST. WOOD SHINOLES i �; ` SIDING SGRAPEID SCRAPED, PRIMED PAINTEDt_. I a_ _ :.. I EXIST. WOOD SHINGLE 51D1 O EXIST. S ._ � _ . ..2_._. _ EXIST. t EXIST. w.� __,.' ... ._i,:.TE_`_.-s..,.�. EX15T. I_.;.,.° PRIMED 8 PAINTED (TYP.) w F_E LED LIGHTING IN FRAME EXIST. WINDOWS TO BE REMOVED I I_t- .,_ I TYP FOR ALL ( ) r t , WALLS TO BE REFRAMED - 1 M I t £, �.�.�_ 1_._,_ i t-r-• _ 6 J STAINED OLA55 WIN o PROJECT: PATCH 4 MATCH SIDING ;� / _ �T�. ; f ! P € . , s _ I i I -F . ._... _-1, ..._ ..x 1 i t �_._. _ _ . _� ,, _ _.. _F._. L.- _.i f.,.-1_ �..I_ ...t._.�..,.; €_� € ; 1 ,'+ ,.} . ..,f .i i t.. :_,..;N...', i. SACHS NEW STONE VENEER AROUND � .�__ � t __ _ _._�_ ZT1 i L 1r � - _ 1�..,. _ �_,T_1_�_I ��_ __.� _�__T ENTIRE PERIMETER OF BUILDING SME' ` - ' f_,;. _ €� k � 1. t I ,�. ; � ,� �ESIDEIVCE € r-- -----7_____ ___-. _ .____ ___-__-_-� ._..�.��._..,:.a� .� ,___.._. ..._..�._ ._ 30635 MAIN ROAD ___ �-- ----�----_ �,. __.��-M—_:.-� .�-::::_.t:-:r:_.:.:.:Y. CUTC H OG U E, NY 11935 � I DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I I I I PAG - -- - - - - - - - - - - - - -- �- � - E. 'Am — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - -- -- --- - -- -- J -- - -� ■ OO DATE: 09/17/20 8 OF 12 D A > PN Y,; NEST ELEVATION SCALE: 1/4" = V-O" 037th`, yC), (•-N ` `� .i Q � .o Lu : w J Q 0 J_ H Z O Zi Q r � Lu J J 00 Z Q Z r-I U- w 0 Lo = Lo O0 < O w U w F_- U CONTRACTOR TO INSPECT ALL ROOF INTERSECTION 4Q FLASHING PROVIDE NEW CONTINUOUS RIDGE SOFFIT VENTING Q k EXIT. ROOFING TO REMAIN f 3T T, r f s € EXIST. OGEE GUTTER: T , ~ EXIST. WINDOW TO BE RESTORED t i I it � , ET ; S - f EXIST. WOOD 5HINGLE SIDING 1 l " 3__. r_ TiT SCRAPED, PRIMED 4 FAINTED (TYP.) !.._ . l " r 1 I i _I ! _ ! i_{ _�l�.l._. , , k �.rt r t t q� 4 EXIST OGEE GUTTER f _ I t I EXIST. 3 I ;_ i- ' _ s LED LIGHTING IN FRAME. TYP. FOR Y�UNDOWS - t W3 EXIST. _ _. ,�._... € _- .,..._. � ,._ t _. _}.......... .Ta ; it ALL (b) STAINED GLA -` - 1 -r LT' EXIST. �€. !I _J. ' EXIST. ( v7 T.__I_...�,,..!..�.._ EXIST. WINDOW TO BE REMOVED. EXIST. I l- 1 f 1 w. I -! 1 l ' I_ _a .x,.:.l :_,..- l_ . . .....Mi 6.... : WALLS TO BE PATCH MATCH SIDINGITW 0 _ N k I 1 F I I I - - �_ - - ` EXIST. WINDOWS TO I I T ' f L._ t ' _,i._ .;.' i. w..- EXIST. WOOD SHINGLE SIDING PROJECT: BE RESTORE (TYF) �. A € i ' 1\ I i l I �� t € '.. i �. I - SCRAP D PRIMED 3- E . P IME � PAINTED (TYP.) t i-� { II _ 11 ` - SACHS t i 1 RESIDENCE All e mow :Q..,.:T [" `REPLACE WINDOW IN-KIND �. NSW T _ ��. . - J- !.. _r__ -- f 4 I TWT �! w T 1 NEW E { f ' - i i .�I _ �---� MAIN ROAD I I I I I I I II I I I -� z® REPL ':CB DOOM CUTCHOGUE NY 11935 I I li I I I I I DRAWING TITLE: I - NEW STONE VENEER AROUND I I I I NEW STEPS. RAIL I$ L EXIST. GUARD RAIL TO BE PROPOSED EXTERIOR ELEVATIONS ENTIRE PERIMETER OF BUILDING LANDING TO CODE REPLACED IN-KIND TO CODE EXIST. RAMP TO BE REPLACED W/ MASONRY PAGE: 0% 0 'Mal, = — - � - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - Z — � - - - - - - - - — - - -- - - -- -- - - - - -- - -- - -- - - - - - -- Az j Uu L - - - - - - - - - _- - - - - - - - - - - - - - - - - -- - - - -- - - - - - - Z - - - - - - - - - - - - - -- - - -- - -- -- - -- -- - - --- --- DATE: 09/17/20 9 OF 12 pc EAST ELEVATION SCALE: 1/4" = 1'-0" tSi tY G? a o LTJ ULI J Q J H Z O H Z Q o L,1 J J 00 Z U � O z 4 ri I Z N V- WC4 Lo T-i 1` = Lo uj U w F- U 2 J U J tY Q CONTRACTOR TO I NSPEGT ALL ROOF INTERSECTION 8 FLASHING _ r i ?an -.-�. PROVIDE NEW CONTINUOUS RIDGE 8 SOFFIT VENTING I I NEW KITCHEN EXHAUST VENT LOCATION EXIST. ROOFING TO REMAIN - _�E.r. ..K..�..L 1.�1_ !_r . ...1. .. .1. 1 1.. 1. J_ 1� .. 7- 7._I..' . 1 ` k 1... 1.... 11._L ► � I� EXIST. OGEE GUTTER NEW NEW NEW . N � I I I _I_ I4 - EXISTING WOOD SHINGLE SIDING, v I i ( SCRAPED, PRIMED AND PAINTED (TYP.) _t. 1_ 1 I 1 1 —r - I^', I - _ _- _.. - EX15T WINDOWS TO BE REMOVED I � � II I i WALLS TO BE REFRAMED, PATCH 8 MATCH 51DINO w ir I I 1 11 1 1 1 I is 0 � �. �,. ��..1 r- - UARD RAIL TO BE P EX15T. G _ _ : REPLACED IN-KIND TO CODE YV m _- - - _. _ 4'-0" 4'-0" I € 4'—o°T - _—j_p _,. I . . f4—O! , ., I- NEW STONE VENEER AROUND C H �A V 1 1�.7 ENTIRE PERIMETER OF BUILDING RESIDENCE 30635 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAG E: A-204000 DATE: 09/17/20 10 OF 12 QED ARC NORTH ELEVATION (REAR) SCALE: 1/4" = P-O" 037405 y0 0 V . Q W CHURCH WINDOW SCHEDULE LLL J NDOA LEOEN� HEAD HEIGHT NO. LEVEL R.O. WIDTH' R.O. HEIGHT* (AFF)* WINDOW TYPE PHASE MANUFACTURER MODEL NO. REMARKS Q 101 MAIN FLOOR 36" 110" II' - O" FIXED STAINED 5LA55 EXISTING EX15TINO STAINED 5LA55 WINDOW TO BE RESTORED (BY OTHERS) IOTA MAIN FLOOR 36" 40" 111 - 01. STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY CLASS O 102 MAIN FLOOR 36" 108" 12' - b" FIXED STAINED 6LA55 EX15TINO EX15TINO STAINED &LA55 WINDOW TO BE RESTORED (BY OTHERS) J 102A IMAIN FLOOR 36" 108" 12' - 6" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 6LA55 J_ 103 MAIN FLOOR 37" 120" 15. - b.. FIXED STAINED GLA55 EXISTING EX15TINO STAINED &LA55 WINDOW TO BE RESTORED (BY OTHERS) �- 103A MAIN FLOOR 37" 120" 13' -6" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 6LA55 104 MAIN FLOOR 37" 120" 13' - b" FIXED STAINED 6LA55 EXI5TIN5 EXISTING STAINED 6LA55 WINDOW TO BE RESTORED (BY OTHERS) 0 104A MAIN FLOOR 37" 120" 151 - 611 STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY &LA55 105 MAIN FLOOR 37" 120" 13' - b" FIXED STAINED GLASS EXISTING EXISTING STAINED GLA55 WINDOW TO BE RESTORED (BY OTHERS) Z Fri—] 105A MAIN FLOOR 37" 120" 13' -6" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 6LA55 O lob MAIN FLOOR 37" 120" 151 -6.1 FIXED STAINED 6LA55 EXISTING EXISTING STAINED &LA55 WINDOW TO BE RESTORED (BY OTHERS) m:IO6A MAIN FLOOR 37" 120" 13' - b" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY&LA55 1- 107 MAIN FLOOR 37" 120" 13' - 6" FIXED STAINED GLA55 EXISTING EXISTING STAINED &LA55 WINDOW TO BE RESTORED (BY OTHERS) Q 107A MAIN FLOOR 37" 120" 15. _ 611 STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 6LA55 108 MAIN FLOOR 37" 120" 13' - 6" FIXED STAINED GLA55 EXISTING EXISTING STAINED GLA55 WINDOW To BE RESTORED (BY OTHERS) 108A MAIN FLOOR 37" 120" 13' -6" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY &LA55 W pi loci MAIN FLOOR 37" 120" 13' -b" FIXED STAINED GLA55 EX15TINO EXI5TIN5 STAINED GLA55 WINDOW TO BE RESTORED (BY OTHERS) J 00 IO4A MAIN FLOOR 37" 120" 13' - b" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 6LA55 > 1' C) FIXED DOUBLE HUNG TRANSOM HALF-ROUND ROUND WINDOW FIXED VENT 110 MAIN FLOOR 37" 120" 13' - 6" FIXED STAINED GLASS EXISTING EXISTING STAINED 6LA55 WINDOW TO BE RESTORED (BY OTHERS) Z CD WINDOW IIOA MAIN FLOOR 37" 120" 13' - b" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY C-LA55 J 'H O III MAIN FLOOR 36" 108" 12' -6" FIXED STAINED 5LA55 EXISTING EXI5TIN5 STAINED 5LA55 WINDOW TO BE RESTORED (BY OTHERS) IIIA MAIN FLOOR 36" 108" 12' - b" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY 5LA55 Q Z � 112 MAIN FLOOR 36" CIO,. 11' - O" FIXED STAINED 5LA55 EXI5TIN5 EX15TINO STAINED GLA55 WINDOW TO BE RESTORED (BY OTHERS) I12A MAIN FLOOR 36" 40" 11' - o" STORM WINDOW NEW T.B.D. (BY OTHERS) SAFETY GLA55 w W 113 MAIN FLOOR 46" I6LL " 8' - O" TRANSOM NEW 114 MAIN FLOOR 23" 23" lo. - O.. FIXED STAINED GLA55 NEW STAINED 5LA55 (COLOR BY OWNER) r-- _ LO 115 MAIN FLOOR 23" 23" lo. - O.. FIXED STAINED 5LA55 NEW STAINED GLASS (COLOR BY OWNER) 0 Q 116 MAIN FLOOR 23" 23" 101 - 0.. FIXED STAINED GLA55 NEW STAINED GLASS (COLOR BY OWNER) J 0 117 MAIN FLOOR 23" 23" 101 - 0.. FIXED STAINED 5LA55 NEW STAINED GLASS(COLOR BY OWNER) 118 MAIN FLOOR 48" 80" 8' - 8" DOUBLE HUNG NEW LL1 114 MAIN FLOOR 84" 60" 951 - 8" PICTURE NEW 120 MAIN FLOOR 48" 80" 8' - 8" DOUBLE HUNG NEW 121 MAIN FLOOR 4B" 16" 101 - 01. DOUBLE HUNS NEW SAFETY CLASS V 122 MAIN FLOOR 45" cib" 101 - 01. DOUBLE HUNG NEW SAFETY GLASS W 123 MAIN FLOOR 36" 46" 101 - 01. DOUBLE HUNS NEW SAFETY 5LA55 = J NOTE: 124 MAIN FLOOR 36" 46" 101 - 011 DOUBLE HUNG NEW J I. IF FINISH MASONRY USED (SUCH AS 125 IMAIN FLOOR 32" 53" 8' - O" DOUBLE HUNS NEW BLUESTONE) - MASON TO ADJUST 127 MAIN FLOOR 32" 53" 3' - 8" DOUBLE HUNG NEW SAFETY 5LA55 Q [, IST iNG HGHT OF LANDING AS REQ'D TO 4" P. GONG. SLAB 200 ATTIC 24" 24" r b - " ROUND FIXED 5TAINED GLASS WINDOW TO BE RESTORED (BY OTHERS) ACCOUNT FOR FINISH MASONRY W/ 6x6 10/10 WW56.1 M 201 ATTIC 8" 2' - 10 1/2" HALF-ROUND FIXED EXISTING 5TAINED 5LA55 WNDW IOTO BE RESTORED (BY OTHERS) I" UPON COMPACTED 202 ATTIC 36" 8" 2' - l0 1/2" HALF-ROUND FIXED EXISTING STAINED 5LA55 WINDOW TO BE RESTORED (BY OTHERS) 2. ALL HORZ. SURFACES SHALL BE PITCHED (NP.) FILL 300 ATTIC 46" 23" 22' - 1" HALF-ROUND FIXED EXISTING 5TAINED 5LA55 WINDOW TO BE RESTORED (BY OTHERS) a 1:45 AWAY FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL °a a ° REBAR BENT TO _ _ a _ _ COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN ° - -—=__—_—__—a ADJACENT TO SLAB, BED ALL FLASHING a° i IN ASPHALTIC MASTIC q,/ Z \� \\//\\//\\//\\/ ry CHURCH DOOR SCHEDULE ° a NO. LEVEL. DOOR WIDTH DOOR HEIGHT DOOR THICKNE55 DOOR TYPE FHA5E MANUFACTURER MODEL NO. REMARK5 001 CELLAR '12" b4" NEW DOUBLE STEEL DOOR r (I) #4 REBAR EA. ��� ° �a° \/ //\// // 002 CELLAR 24" 84" EXISTING STEP; 3" GVR @ ENDS C � j\\j\\j\\j/\\\j 003 CELLAR 24" 84" EX15TINO / 004 CELLAR 24" 84" EXISTING \ \\ \\ \\ \\ \\ \\ \\ 005 CELLAR 36" 54" EXISTING //� 006 CELLAR 24" b4" EXISTING d / loll ° //° 007 CELLAR 36" 84" NEW 100 MAIN FLOOR 84" 120" NEW COMPACTED 101 MAIN FLOOR 48" NEW ° rrF ILL /\/\/\/ - X a• °° ° ori o °\\ /\\�\\' \\/ 102 MAIN FLOOR 36Q31I NEW �j� #4 REBAR © 10" \ 103 GRADE 561084 EXISTING m � ° ° .G. (MIN. 3) X/' 104 105 MAIN FLOOR 48 84 EXISTING 104 MAIN FLOOR 36 84 NEW a i \\ \\ \\ � \\ \\ \\ \\ \\ \\ 2"x4" KEYWAY •° ° /�j / / // // // // 106 MAIN FLOOR 32" 84" NEW \\/\\/\\/\\/\\/\\/\\/\\/ 107 MAIN FLOOR 60" 80" EX15TINO \/\/\/\/\/\/\/ // // //\/ 108 MAIN FLOOR 12" 84" NEW MIRROR ON BACK OF DOORS #4 REBAR CONT. err /\\/ �'�r�\\/ \\/\\/\ NOTE: IOa MAIN FLOOR 30" 84" NEW MAIN FLOOR 495 &4" NEN 10" O.G. (MIN. 5) e 1 \\//\\/�\\ \\//\\// ALL P. GONG. IIIO MAIN FLOOR 30" 84" NEW /\/\ SHALL BE (1) #4 REBAR CONT. ° ° 11° a \ �, \ // / 4,000 PSI (MIN.) \//� II3 MAIN FLOOR 30" 84" NEA W 114 \ \ \ \ \ \ \ \ \ E �� / // // // // / 114 MAIN FLOOR 30" 84" NEN O #5 BENT REBAR © 12 O.G. cif ° , \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 115 MAIN FLOOR 36" IEX15TINO v z (1) #4 REBAR CONT. I /// / //// ° ° I ° \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 116 MAIN FLOOR 30" 80" EXISTING } 0 8" THK. P. GONG. WALL % % \ % %//%//% % Lu \\x 18 WIDE x 12 DEEPLii P. GONG. FTG. \\\\\\\\\\\\\\\\\\\\\\\ (2) #5 HOR. REBAR 41 a aPROJECT: EXIS71NO CONCRETE FOUNDATION SACHS RESIDENCE LATIGRHTE AIR AND WATER BARRIER CONCRETE STAIR DETAIL (2) LAYERS W.R.B A-205.0 SCALE: I" = I'—o" METAL LATH 30635 MAIN ROAD CUTCHOGUE, NY 11935 MORTAR SETTING BED ADHERED STONE SELECTED BY OWNERS DRAWING TITLE: WINDOW AND DOOR SCHEDULE MORTAR JOINT COLOR BY OWNER CONSTRUCTION DETAILS CONTINUOUS RIDGE VEN71NO TYPE ROOF VENTING 1:500 OF THE INSULATED CEILING AREA LAP WEATHER RESISTIVE BARRIER ATTIC EXISTING ROOF TO REMAIN PAGE: UNIFORMLY DISTRIBUTED SAVE (,,-iR.B.) OVER WEEP SCREED FLANGE PROTECTION TO EXTEND FROM Ar a F 1k THE EDGE OF THE ROOF, FOUNDATION WEEP SCREED EXISTING OGEE GUTTER A-;eu5mvu 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYO'���lD THE INTERIOR EXISTING RIDGE SEAM EXTEND ADHERED BRICK VENEER MIN. I IN. FAGS OF THE EXTERIOR WALL 0 0 STRAP $ TECO ALL CONNECTIONS BELOW TOP OF FOUNDATION BAFFLE AS REQUIRED FOR ROOF VENTILATION o o EXISTING ROOF TO REMAIN 2 IN. AT PAVING EXISTING FASCIA DATE: 09/17/20 11 OF 12 4 IN. AT GRADE EXISTING SOFFIT: PROVIDE I" CONTINUOUS SLOT SLOPE GRADE 290 MIN. — VENT WITH SCREEN FOR VENTING ��D AP(� ATTIC PER GODS, PAINT ALL VISIBLE RAFTER TAILS BLACK. � � t s 2 EX'1 ST I NO R I DOE DE7A I L STONE VENEER I7E7A I L �. �. EXISTINO SOFFIT DETAIL OF VA . A-205.0 _ A-205.0 SCALE: 1 — I O SCALE: 1" = 1'-0" A-205.0 SCALE: I" = I'—O" a 0 w w J 0 P: W O Z 'O F- Z Q � Lu J J 00 Z cn O Y O Z 4 a Z 'H V- w (D Lo m r-I r` m Lo 0It � O w w F- U U J 4" FRESH AIR VENT J L THROUGH ROOF ti 0. 1 ATTIC OVER g" u REAR LLL I u Q k I Q �L�NG Q i —wRNncS � I - I HALF BATH MASTER BATH IK TGHEN LAUNDRY MASTER BATH __ I _ KITCHEN LAUNDRY NOTE: ALL F6 BIOAPLUMBING WORK KITCHEN N FUEL ASW K SHALL CONFORM TO SS{ALL,CONFORM HALF BATH _ _--r I I I I 11 I O p� p� LOCAL PLUMBING CODE 2..I 2"j I I I 12 I LL 14a II Q4 II p� L TO LOCAL 2"�-2 :2"1 I I I I I I 12" PROVIDE"ABEAM*FP200 FR F I •� I CJ I CJ I 0 F PLUMBING CODE � [{� � FUEL 6A5 ~ S I i j B j g I2" I2" I j I EXPANDIN6 FOAM"(OR EQUAL) I I V V j j I �/3 q� u AT ALL PENETRATIONS IN FIRE W Wim• I I 1 I I RATED WALLS AND zl :V W.G. W.G. �I V =1 �V =1 pV' xi pub xl ry I F----- HOT WATER RANGE I. IPROVIDE�TI5G0 FP200 FR I I; I; I u 1 I U LL I I I 5"FLOOR P_OORS/MEILINGS. PRODUCT ( In m m In = I In •I i. h Iry SUPPLY m I 1 DRAIN w/$" rvl �_ rvl :_� rvl :_� ry N nI SHOWER ril I� �l EXPANDING FOAM"(OR EQUAL) C-)NFORMS TO ASTM E 1514, -- � I I-�, I-�, I I 2' TRAP �I I _�-1 I �I I �i I- TUB •.I � �-{ I- DW -_lam— - - - - - -- - TALL PENETRATIONS AT WALLS 1-� I (SHOWER I I-�' /5TM E 154,AND UL 1419 --- �;__ I I TUB DW WAR ----=------`--� --- - =-------� =---------- --- ------------ 9 �.._.._..�GOLD WATER -------- l - - - AND FLOORS/CEILINGS. C.O. 2 I G -_-- -.._.._. y.._.._.._.t .._.. �s._.._.. ._.._.. 5._.._.._.._.. s-_—. _.._.._.. y.._.._.._.._.._.._.._.._-- _-�s _ --+� 5UPPLY O I - i. 2.PRODUCT CONFORMS TO ASTM E FXIST HALF BATH STORAGE I I 814,AS E 154,AND UL 14?9 EXIST.HALF BATH 5TORA&E I PROVIDE"ABEAM*(OR I FR NOTE: I � EXPANDING FOAM"(OR EGMIAL) ALL PLUMBING WORK I j AT ALL PENETRATIONS IN FIRE SHALL CONFORM TO I RATED WALLS AND LOCAL PL.UMBIN6 GORE i I FLOOR5/GEILIN65. PRODUCT zz� r 2 I I 1 CONFORMS TO A5TM E 814, 2 1 I I p� I A5TM E 154,AND UL 14'19 I 2"1 12.. GLEAN OUT I I I I IO = AS REQ D rn I Q I S.S j j VENT N f0 .B I I j S.S EXIST.F.A.I.TO x I V Lu REMAIN j3 �I lu 3 1 I EXIST. N Z BOILER REGULATOR I-� - - - ----- i I-� rvi 1 \ - �- it a ' -----L-------- .------------- ------� ' ---- 0 o G.O.I 3" G.O. .._.._.. y._.. .. . _._.. ._.._.._.._.._.._.. _ I 6A5 SUPPLY CONNECT TO W G.O. EXIST.WATER 4" SUPPLY SYSTEM j 4"HOUSE MAIN DRAIN G.O. I TO GAS 4 .._. _.._..3 MAIN TO SEWER —__ — SYSTEM TO STREET -- - - - -- — — - --- — Q -- WATER MAIN ------- PROJECT: SACHS RESIDENCE 30635 MAIN ROAD FLU M�I NC RISER - 1�� I / DI ST / VENT FLUM51 NO RISER - SUFFLY CCAS RISER - SUFFL`I' CUTCHOGUE, NY 11935 SCALE: NT5 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER:DIAGRAMS GAS RISER DIAGRAM PAGE: P-loilmoo DATE: 09/17/20 12 OF 12 0 ARC", Y' (lJ�� 'J 01�'~~L1G" '� C'F `-` II