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HomeMy WebLinkAbout44720-Z ��o�gUffO[p-o� Town of Southold 8/14/2022 .c P.O.Box 1179 y 53095 Main Rd G4. aoh- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43325 Date: 8/14/2022 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 522 S Harbor Rd, Southold SCTM#: 473889 Sec/Block/Lot: 75.-4-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2020 pursuant to which Building Permit No. 44720 dated 2/20/2020 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: interior alterations to existing single-family dwelling as applied for. The certificate is issued to Fonti,Dominic&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44720 5/20/22& 6/24/22 PLUMBERS CERTIFICATION DATED 8/10/2022uis Tsali u o z d Signature � g�Ffotx TOWN OF SOUTHOLD cGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44720 Date: 2/20/2020 Permission is hereby granted to: Beinert, Michele 47420 Route 25 Southold, NY 11971 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 522 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 75.-4-27 Pursuant to application dated 2/13/2020 and approved by the Building Inspector. To expire on 8/21/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $417.20 CO -ALTERATION TO DWELLING $50.00 Total: $467.26 Buil i spector 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. I 3/ � )0 New Construction: Old or Pre-existing Building: �� (check one) Location of Property: SC)U4, hh ,l H (�( n _ Sol/ffiq/�� House No. Street Hamlet Owner or Owners of Property: Powin cc faq:a Suffolk County Tax Map No 1000, Section 75 Block Lot Q? Subdivision n Filed.Map. Lot: qqiowPermit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ^V/ (check one) Fee Submitted: $ Applicant Signature pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 �IyCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dominic Fonti Address: 522 S Harbor Rd city:Southold st: NY zip: 11971 Building Permit#: 44720 Section: 75 Block: 4 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: FSG Electric License No: 41423ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 4'LED Exit Fixtures Pump Other Equipment: LED Mirror Outlet- 2 Notes: " AS BUILT NO VISUAL DEFECTS " Four Bathrooms( One 1st FI, Three 2nd FI) Inspector Signature: Date: May 20, 2022 S.Devlin-Cert Electrical Compliance Form pF SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(-a-)town.southold.ny.us Southold,NY 11971-0959 IyCOUNT` 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dominic Fonti Address: 522 S Harbor Rd City:Southold st: NY zip: 11971 Building Permit* 44720 Section: 75 Block: 4 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: FSG Electric License No: 41423ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: LED Mirror Outlet- 2 Notes: " AS BUILT NO VISUAL DEFECTS " Four Bathrooms( One 1st FI, Three 2nd FI) & 1 HVAC, and a Smoke and Carbon in Basement Inspector Signature: Date: June 24, 2022 S. Devlin-Cert Electrical Compliance Form so „• , 'f'crs�'Ha11 Annex �'F�Ie one(63ij 755-18(l�;` ; . :. 54315,'Mairi Road Fax.(�G 1)765-95()2 S;iuthold,WY 1.1971-0959. fi t BUIZUING,I3BIPARTNJENT dJD TOWN OVM PL o a a Alit; 12 2: 202 „ #:> ,DIlo1G DEFT �:. BDyI .TO'6NN OF S® ®LD ' Bate:' . . . Building Pzniit117 No . ., �` `• "' •(Please ` t .. . . {Please print}. ' " I c rti y t tti s dei.user�.iri 9h+a"vvaf��r:su�?p1y sYsterri coo le s'tbaiii X110 of 1%- m %-m to Before me filzis.". . 1 '"` Noary'RuYilic ;. j1C.,C0ianty. ; ..ISAROARA-MOUNAR$ ' 1#¢tary Pubtjc.:Statti of Ngw Ybrk Y.: No 4708974 . ' � {2ustified yrs Suffolk Caurity' : " - " ' 'p ' l SOF SOGTy - -- - �o� o� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: . ao CdfDATE I o INSPECTOR 2a 7DYI 51 , # # -TOWN OF SOUTHOLD BUILDING DEPT.` 765-1802 - INSPECTION : [ ] FOUNDATION IST [- `] ROUGH PLBG. [ ] -FOUNDATION 2ND. [ ] INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 7& CHIMNEY [: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL.(FINAL) = [ ] CODE VIOLATION [ ] PRE C/O " REMARKS: baaA_J_ jr vp DATE 01 so I INSPECTOR , o�agf souryO 14 L4 1 ZZ �Z S 5 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]' RENTAL REMARKS: --�f M ALI ok / DATE S Tib Z INSPECTOR a0F S0 Z i o� o Ll Lf 7 � s S' kl.40 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: co 1!2 1 :!M DATE INSPECTOR Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECTURE Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 ® Nov 15 2021 November 15, 2021 BUILDING DEPT. TOWN OF SOUTHOLD Southold Town Building Department P.O. Box 1179 Southold NY 11971 7PJ RE: Fonti Residence 51.2 South Harbor Rd Souhtold NY 11971 To Whom It May Concern, Based on my inspection at the above address,the framing, strapping, insulation and caulking were all installed per NYS Building Code. Please contact our office if you have any questions. Thank yo Anthony Portillo, R.A. � `b` x'4 � ��o TLD 1NSPECTIOlfRE:aORT DATE COMMENTS b FOUNDATION (1ST) y ------------------------------- • H FOUNDATION (2ND). T o ROUGH FRAMING & PLUMBING - .y INSULATION PER N.Y. H STATE ENERGY CODE �n In DA G FINAL ` ADDITIONAL COMMENTS 3 _ 4116-741) eei c� Q 9 a rn tj wujS—k, - d -a TOWN OF SOUTHOLDBUILDING 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 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees,, C.O.Application Flood Permit Examined- 2-P-0(U - Single&Separate Truss Identification Form Storm-Water Assessment Form n Contact: prv1P RrCwkeCW(le n Approved v 20a' Mail to: Disapproved a/c Ln I - Phone: CD. Expiration 20.... r' Bui ng _. .FEB.. -1 3 •2020 - APPLICATION FOR BUILDING PERMIT . - - Date p ,20 aQ INSTRUCTIONS a.This application MUST be completely'filled-in by typewriter or in ink and submitted to the Building Inspector with 4 t 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 ekiension 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'he'rein 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. �fr�e (Signature of applicant or name,if a corporation) (Mailing,address of applicant)) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder hqf n t Name of owner of premises n6 m in r c E( :-, • =-' (A's'ori-the-tax roll or latest deed) _ If applicant is a corporation;,signature of duly authorized officer (Name and title of corporate,6.Mcer). 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: House Number Street Hamlet County Tax Map No. 1000 ' S'ection -75 Block Lot Q7 ."Subdivision,, -� , , Filed Map No. Lot. 2. State existing use.and occupancy,of premises and intended use and occupancy ofro osed c ,nstruction: F; .,,, a. Existing use,and;occupancy � b. :Intended use and occupancy 3. Nature ofwork(check which applicable):New Building Addition Alteration Repair_ Removal Demolition Other Work yW( QGIA :H'On- - (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, Winber of dwelling units Number of dwelling units on each floor. If garage; number ofcars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Frontes .14` Rear ` _99 .1 % 1 Y U` .. Depth Height Number of Stories ' c� Dimensions of same structure with alterations or additions: Front Rear a Depth Height - - Number of Stories a 8. Dimensions of entire new construction:Front �2,a - Rear _I o Depth° Heightrr ''.. 'Number of'Stories 9._ Size of lot:Front— -400 , [W', Rear t Depth 10.Date of Purchase - Name of Former Owner A I'C h=i Lf Iselloa� 11.Zone or use district in which premises are situated O 12.Does proposed construction-:violate any zoning law, ordinance or. O regulation?,YES N . 13. Will lot be re-graded?YES NOWillexcessfill be.removed.from premises?;YES, 1V0,; 14.Names of Owner of premisesDOMI 0 f C fdjO�f Address_ Phone No.: ._ + Name of Architect MI-inAnvi. f"Of f r i,i- ,' - Addresslwl llk'eMo hone No i •'Name of Contractor Phone No: " 15 a.Is this property within 1.00 feet of a tidal wetland or a freshwater_wetfand?:*YES NO' X * IF`YES; SOUTHOLD TOWN TRUSTEES&"D.E:C.'PERMITS".MAY'BE REQUIRED. b. Is,this.property within 300'feet of a tidal.wetland? * 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.onproperty is;at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES No * IF YES,PROVIDE A COPY. STATE OF NEW YORK)' SS: COUNTY OF ) I being.duly:sworn,deposes andeeg tds a applicant (Name 11 'of individual signing contract)above named, Notary-Public;."%te;of•New Yora. ,. .. No.O1 BU6185050 (S)He is the Cj{ Qualified In Suffolk County - - (Contractor,Agent,eorporate Officer,etc.) commission EXPIMS April 14, _._., of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file'this'application; that all statements contained in this application are true to the,best of his knowledge and-belief;and that the'work will`be performed in the manner set forth in the application filed therewith.- Sworn to before me the R) day of (� OJAA 20 Notary Public ;: Signature-of Applicant., BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - T w0all Annex- 54375 Main Road - PO Box 1179 CA oy. Southold, New York 11971-0959 .jj�lTelephone (631) 765-1802 - FAX(631) 765-9502 ' O rogerr .southoldtownny.gov— seandla-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8-20-21 Company Name: Facility Solutions Group DBA FSG Electric Name:Dominic Fonti License No.: ME 41423 email: DFonti2735@gmaii.com Phone No: 917-699-4591 ZI request an email copy of Certificate of Compliance Address.: 96 Station Plaza,Lynbrook, NY 11563 JOE SITE INFORMATION (Ail Information Required) Name: Dominic Fonti 59S Address: 96 Station Plaza,Lynbrook, NY 11563 SoZ� S Cross Street: Phone No.: 917-699-4591 Bldg.Permit#: y�7 4�8 email: DFonti2735@gmail.com Tax Map District: 1000 Section: 075 Block: 4 Lot: 27 BRIEF DESCRIPTION OF WORK (Please Print Clearly) relocation and addition of existing outlets and switches relocation and addition of existing outlets and switches relocation and addition of existing outlets and switches Check All That Apply: Is job ready for inspection?: []YES ❑NO ❑Rough In [Z]Final Do you need a Temp Certificate?: ❑YES [Z]NO Issued On 8-20-21 Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 'J �oSUffOL,��; , 3 202 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ' T -IaJJ Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy p�� V, Telephone (631) 765-1802 - FAX (631) 765-9502 �Ol rogerr(aD-southoldtownny.gov - seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 8-20-21 Company Name: Facility Solutions Group DBA FSG Electric Name: Dominic Fonfi License No.: ME 41423 email: DFonti2735@gmaii.com Phone No: 917-699-4591 01 request an email copy of Certificate of Compliance Address.: 96 Station Plaza,Lynbrook, NY 11563 JOB SITE INFORMATION (All information Required) Name: Dominic Fonti 5AS Address: 96 Station Plaza, Lynbrook,NY 11563 5oZ22\ . S Cross Street: Phone No.: 917-699-4591 BIdg.Permit#: °7 �� email: DFonti2735Qa.gmail.com Tax Map District: 1000 Section: 075 Block: 4 BRIEF DESCRIPTION OF WORK (Please Print Clearly) relocation a ditio adn of existing outlets and switches relocation and addition of existing outlets and switches Ju' ` relocation and addition of existing outlets and-switches - 4- Check All That Apply: Is job ready for inspection?: DYES ONO ❑Rou n OFinaI Do you need a Temp Certificate?: DYES ONO Issued On 8- Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: IA #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01D2 ❑H Frame❑Pole Work done on Service? ❑Y ON Additional Information: PAYMENT DUE WITH APPLICATION !l Electrical Inspection Form 2020.xlsx 6�3 J PERMIT# Address: Switches Outlets GFI's . Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service -Carbon .1 Micro. Generator. - --C..._..:_._.... p........ -..... . ..... .._..-- - =- ..._._.__.... Cookto Transfer ombo AC AH Mini Special: Comments: t fy� , N; ni,a;. \�'G/ , 3 2p2� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C2 ' - T Mall Annex- 54375 Main Road - PO Box 1179 "'Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 TO rogerr(@southoldtownny.gov seand(a),southoldtownn ..gov \ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8-20-21 Company Name: Facility Solutions Group DBA FSG Electric Name:Dominic Fonti License No.: ME 41423 email: DFonti2735C@gmail.com Phone No: 917-699-4591 01 request an email copy of Certificate of Compliance Address.: 96 Station Plaza,Lynbrook,NY 11563 JOB SITE INFORMATION (All Information Required)- Name: Dominic Fonti �as Address: 96 Station Plaza,Lynbrook,NY 11563 59 o-\ S Cross Street: . 'Phone No.:.917-699-4591 Bldg.-Permit#: ±47 email: DFonti2735@gmail.com Tax Map District: 1000 Section: 075 Block: 4 Lot: 27 BRIEF DESCRIPTION OF WORK (Please Print Clearly) relocation and additionof existing outlets and switches relocation and addition of existing outlets and switches relocation.and addition.of 6xi8ting,outlets and switches 4-1 J Check All That Apply: Is job ready for inspection?: OYES ONO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑YES ONO Issued On 8-20-21 Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect [] Underground ❑Overhead #Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx M �1J �Ro PERMIT# Address: Switches W Outlets GFI's Surface Sconces f I \ H H's- LIC Lis Fans . Fridge HW Exhaust ' Oven W/D Smokes DW Mini Carbon Micro ..Generators Combo,.. ..,. . . .. Cooktop Transfer AC AH Hood Service _ Arops ` Have Used Special:. Comments: L Scott A. Russell SUMQk�G 9TO]KMWA\T]E]k SUPERVISOR W - MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES rI HHS PROJECT RWOLVP ANY OF TI30E. FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑( A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:][?3 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any, contiguous area. ❑(3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1110 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. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 OOO Date: �/� /�,�(� -Q LD�istrict NAME: fthip AuiV t i( _I ✓f 1 �5 I � IPrmel Section Block Lot L4 /� **FOR BUILDING DEPARTMENT USE ONLY**** Contact Information o f l[J— (M " 0 l (0 0 Cr&ph—Number) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address /Location ofConstructionWork: — — — — — — — — — — — — — — — — — r t S r-bor Qoo,8 ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. smV 6 Id I I ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 � a •4 . . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 C* Southold, NY 11971-0959 BUILDING DEPARTMENT- NOTICE OF-UTILIZATION OF TRUSS TYPE-"CONSTRU-CTION. PRE=ENGINEERED: WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION, - Date: 14 l OQOOV Owner: _M fn l G Location of Property: —Cad, v f`j0 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or,residential structure 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) 1� Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:_ l�iy►o.��,ui, __ _ Name (person submitting this form): �hi Capacity(check applicable line): Owner 4 Owner representative TrussRegMdocx Effective 1/1/2015 XRCHnECM' RE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 �L Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 02/13/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Rd Laurel, NY 11948 Enclosed please find: -4 copies of stamped and signed plans-$22 South Harbor Road,Southold -4 copies of the survey -Application for Building Permit -Truss Type form -Application for Certificate of Occupancy -Stormwater Management Work Sheet P Regards, Alexandra AMP Architecture (516) 214-0160 pF SO�ryolo Town Hall Annex Telephone(63 65-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 '® cou BUILDING DEPART NT t April 15, 2022 TOWN OF SOUT OLD Fonti, Dominic 70-36 Kessel St 6 Forest Hills, NY 11375 RE: Required bedroom smoke alarms TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. ( C X 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: 44720-Z Interior Alterations DISTRICT: TITLE SURVEY SECTION:755 BLOCK:4 LOT:27 TOTAL LOT AREA: SQ.FT.: 102,735.82 ACRES:2.3584 MAIN ROAD N I 1 I �p A I; 1 I O FASWEN R�EFJ14707 oFWgy SCI'M 1000.754-29 I wLAyER CP:3::]•. sroN2 E NTADAM 4 SUPERENANT N 81°40'20"E '^�' AND 31.56' 200.76 :: ........®....: ...... 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ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE.//�//NOT RgE,/S+'PONSIBBLLEp/�F��q`R IDiS!GN OR BONS RUCTION GTiiS�'Vfls7. uj COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODESLu AS REQUIRED AND CONDITIONS OF = J 0 J SaB0ARD Q SOME. u, v STEES b. OCCUPANCY OR USE IS UNLAWFUL DAM WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION OI' "ONTENT BEFORE �. CEh OF OCCUPANCY SOLDER USED IN WATER 9inn F' 'PLM 'rr7V CANNOT,EED = I% LEAD. z Lu O U Li.i H ' a 0 W EP' D AI z .. -� 4' . 3740`' ,r ARCHITECTURE ANTHONY PORTILLO , R .A. , LEE11w) PROJECT: 77 FONTI 1075 FRANKLINVILLE ROAD 204 25TH STREET SUITE 2 RESIDENCE LAUREL, N .Y. 11948 BROOKLYN , N .Y. 11232 525 SOUTH HARBOR RD SOUTHOLD, NY 11971 LLC 5 0 :516-214-0:160 0:516-214-0 :160 DRAWING TITLE: TITLE PAGE PAGE: T-10 0 DATE: 12/24/19 1 OF 6 FAST SCHEDULE A � IDrGO � GTRGTI ®� DETAILS Y1 r ) LOAD ATH ` AL `O/STRAFE � O re) Y EOY��DOOR HEADER NOTE: THIS SCHEDULE NONG1E NA LINNO FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, GONNEGTI ON DETAILS AND ROUGH OPENINO FRAMING REQUIREMENTS) NOTATION: ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE A- NUMBER OF Sd AILS ® EA. END OF STRAPPING (5.7, P. 15'1-2001) NOT TO SCALE 8- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.238,P. la3 -2001) G- NUMBER OF FULL HEIGHT KING STUDS --- - m EA. SIDE OF HEADER (3.230,P. la3 - ALTERNATE,3.25D, PG. 1014 -2001) DESCRIPTION FASTENER SPEC. FASTENER D- NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING 5TUDAND QUANTITY SPACING 7 TO END OF HEADER ® EA. SIDE (3.7,P. 151 d WORK5HEET-2001) -- _ I-- NUMBER OF STUDS a FA. END A 1 , 1111-2001) F- NUMBER OF I6dJACK AILS, END-NAILED �ROUGHDER ADJ(ACENT JACK STUD ROOF GE I L I NO FRAM I NCC TO END OF 51LL(5) ® EA. 51DE (DOES NOT APPLY TO DOORS) G (3.8,P. 157 8 WORKSHEET -2001) RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD J015 WOOD JOI B E FASTENING SCHEDULE B CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER J015T BLOGK I NOROUGH OPENING FRAMING REQUIREMENTS FOR WINDC /DOOR OPENINGS JOIST HANGER F [IN ACCORDANCE WITH WOOD FRAME GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED EACH LAP CONSTRUCTION MANUAL 2001 EDITIONI GIRDER/HEADS GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-I6d COMMON EACH LAP A NOTATION COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD O I RDER WOOD JO I ST :OF OUGH A B G D E F G NCG BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END i 4'-0" 4 1 2 2 2 2 — ----- JO I ST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER WALL FRAM I NO REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-0" 5 1 5 3 3 5 REQUIRES (5) 2"x12" HDR (MIN.) 8-O '7 2 5 4 4 4 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I I— PER FOOT W TOP PLATES AT INTERSECTIONS (PACE-NAIL) 4-I6d COMMON JOIST5 - EA. SIDE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. V W HEADER TO HEADER (FACE-NAIL) I6d COMMON I6" O.G. ALONG EDGES WALL STUD WALL STUD - _ BOTTOM PLATE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD cu-) -� BOTTOM PLATE __ SUB FLOOR I I BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 1,2 PER FOOT Q BATHTUB L I G I N ® = `�O J� T JOIST, or BLOCKING (PAGE-NAIL) DOUBLE JO JOIST DOUBLE JO 151 — FLOOR FRAMING TOP PLATE SPLICE — JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T LENGTH u` TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END ` FOR WIND - EXP05URE5 5$0 - FOR WIND - EXPOSURES B40 - ALL OTHER GASES ONE STORY SLAB ON GRADE BLOCKING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END DOUBLE JOIST FOR UNDER BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ��4 ��,4 BLOCKING TO SILL or BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE TOP PLATE (TOE-NAIL) 5-I6d COMMON EACH BLOCK DIMEN51ON (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) —_ LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST 12'-0" 2'-O"/2'-6" 12'-0" 3'-O" J015T ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST I6'-O" 3'-O"/3'-a" I6'-O" 4'-O" BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T K I NO STUDS 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER 24'-0" 41-011/51-01, 24'-0" b'-O" CRIPPLE STUD— ROOF SHEATHING 28'-0" 51-011/61-5.1 28'-0" 7'-0" STRUCTURAL PANELS: (5EEALSO GRAPHIC, HEADER 52-O 61-011/171-61, 32-O 8 O ad COMMON 6" EDGE / 12" FIELD INTERIOR ZONE 'HIS SECTION) 8d COMMON b" EDGE / 12" FIELD TOP PLATE ,_ „ PERIMETER ZONE I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 56-O 7'-O'/8 a 561.011 '11_011 (4„ O.G. ® GABLE JAG1G STUDS CONNECTION U51N5 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE H LENSTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0” 6'-0"/10'-O" 40'-0" 111-0" GE I L I NO SHEATH I NO WALL 57UD 2.TABULATED SPLICE LENSTH5 A55UME A BUILDINS LOCATED - - IN EXPOSURE B 50-O 10 O'/12'-6 501-0.113 O" — -- — / FIELD 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL __WALLBOARD 5d COOLERS 7" EDGE 10" HEISHT5 FOR OTHER WALL HEISHT5,H,THE TABULATED UNIT 60-O 1:2'-0"/15..-O 601-011 I6-O GYPSUM - LATERAL LOAD5 SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 11WALL SHEATH I NO TYP I CAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION NOTED MIN.SPLICE LENSTH BY THE FOLLOWING FACTOR � 70'-0 14'-0" 70-0 la-o (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-011 161-0" 801-0" 22'-01' STRUCTURAL PANELS ad COMMON q' WALL- 1.125 6" EDGE / 12" FIELD l0'WALL- 1.25 u'WALL - 1.3"15 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 1011 FIELD �/�� �I `� I I �I 12'HALL- 1.5 TH15 COLUMN w/MULTIPLIER Y ` IND RESISTANT �0I ` S I RI)GT I ON �O I `�NEGTORSFOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL CONNECTION LOCATION: PART NUMBER: NOTES: FLOOR SHEATHING (SUBFLOOR) :I DO E-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS STRUCTURAL PANELS: I" or LESS ad COMMON 611 EDGE / 1211 FIELD N RAFTER—TO-WALL H-7 APPLY TO EACH RAFTER GREATER THAN I" IOd COMMON b" EDGE / b" FIELD Z I W IRAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 0 0 U PLATE-TO-WALL STUD 0520 © 18" APPLY TO EACH WALL STUD w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 (9 36" APPLY TO EACH WALL STUD o HEADER-70—JAG1G STUD 0520 © 12" APPLY TO EACH JACK STUD W CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE 57UD SHEAR WALL HOLODOWN ANCHOR 557B16 APPLY TO EACH 51DEWALL END IST. FLOOR—UNDER—SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE RED ARC (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ' ,0101E o FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �t X37405 104 FOF NES PROJECT: FO NTI RESIDENCE 525 SOUTH HARBOR RD SOUTHOLD, NY 11971 DRAWING TITLE: HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS STRUCTURAL DESIGN LOADS PAGE: A-200 DATE: 12/24/19 3 OF 6 NOTES � 5f=DrdFIGATIONS GLASS WINDOWS AND DOORS GYPSUM WALL BOARD _ _ FAOE I I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I. GYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED COMPOUND METHOD. T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY-0 READ ALL NOTES, 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER I NSULATI ON � FENESTRATION REOU I REMENTS SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CLEARANCES ARE PROVIDED. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS �6 I ®® TITLE PAGE OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE ---- 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED DEEMED APPLICABLE. NYSEGG 2015 TABLE • GENERAL WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, COMPONENT PROPERTIES COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE UNLE55 OTHERWISE NOTED. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND NALL5 8402.1.2 APPLICABLE BUILDING DEPARTMENT. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING EXTERIOR WOOD FRAME WALL R-VALUE R-15 CAVITY INSULATION FILL EXPOSED CAVITY PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MANUFACTURER'S SPECIFICATIONS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 0503.1 OF NYS ENERGY YES GENERAL NOTES ,I ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. CODE CHAPTER 5 57RUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CODE. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE NYSEGG 402.0 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOUR5 WINDOW U-FACTOR LEAKAGE 0.50 AIR 402.1.1 AND 455 M MAXIMUM YES, AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. LEAKAGE 0.30 CFM/SF U-FACTOR=0.35 MAXIMUM ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. AIR LEAKAGE=0.30 CFM/SF ®ZOO HOEDOWN ANCHOR BOLT 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND , , OF THE OWNER/BUILDER 7. ALL EXTERIOR DOOR5 ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL ALL OPENINGS. SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION of SUCH UNITS. STRAPPING & NAILING DETAILS 5. ANY OMIS51ONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFOR= PROCEEDING 8. ALL GLASS 15 TO BE FREE OF 5CRATCHF-5 AND IMPERFECTIONS. GLASS STRUCTURAL DESIGN LOADS WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. TALE R501.1 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ELECTRICAL: UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I OO DEMOLITION PLANS CONTRACTOR TO VERIFY THAT THE CHARACTERI5TIC5 OF THE WINDOW MATCH CONFORM TO 2011 NATIONAL ELECTRIC CODE, NFPA -TO AND 2015 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE INTERNATIONAL ENERGY CONSERVATION CODE. BEFORE THE START OF FRAMING CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. REQUIREMENT5. COMPLETION OF WORK. qR . DO NOT SCALE DAWINGS WRITTEN DIMENSIONS TAKE PRECEDENCE lo. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 ��00 FIRST FLOOR PLAN TEMPERED GLASS. - GENERALLY,VERIFY OR PROVIDE HARD WIRED N/ NO FINISHED CEILING ATTACHED TO RAFTERS SECOND FLOOR PLAN 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, SMOKE DET ECTOR5 w/ BATTERY BACK-UP IN: CERTIFICATES, CERT. OF OCCUPANCY Oft COMPLETION AND U.L. APPROVAL CARPENTRY INTERIOR WALLS b PARTITIONS H/180 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 g BETTER (Fb = 8"15) UNLE55 A. EACH SLEEPING ROOM 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA OTHERWISE NOTED. B. OUTSIDE OF EACH SEPARATE SLEEPING FLOORS 4 PLASTERED CEILINGS 1-/360 JJ�� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN AREA IN HE IMMEDIATE VICINITY OF A-400 ELEVATION PERM155ION FROM THE ARCHITECT. 2. ALL LUMBER IN CRAWL 5PACE5 TO BE 18 ABARTDT ABOVE SCRATCH GOAT. MAINTAIN LLI 8 MIN. FOUNDATION EXPOSURE. THE BEDROOMS (GENERALLY THE HALLWAY) ALL OTHER STRUCTURAL MEMBERS L/240 RISER DIAGRAMS 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 RESPONSIBLE FOR DE51ON INTENT ONLY. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 G. EVERY LEVEL OF DWELLING PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (:2) :2"x&", UNLESS (1) 2"xb" (BA5MENT, FIRST FLOOR, B SECOND FLOOR, ETC.) EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 (,) W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. �-- EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1-/240 (� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR U J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL EQUAL. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFFNIN05 IN Q FLOORS, ROOFS, AND WALLS. I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL a LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODE5 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, STRUCTURAL DESION LOADS AND ORDINANCES. U.O.N. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARINGUSE LIVE LOAD DEAD LOAD ` THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 8. MIN. HEADER TO BE (2) 2"xio" UNLESS OTHERWISE NOTED. EXTERIOR BALCONIES 60 psf 15 psf 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE ARCH]TEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND F.T. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING DECKS 40 psf 15 psfff '<� s ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PA55ANOER VEHICLE GARAGE5 50 psf A5 PER PLAN a THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ON PAGE A-1. GENERALLY, SHEATHING I5 OF 1/2"THICKNESS ON WALLS AND 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ROOF AND 15 OF GDX GRADE,UNLE55 OTHERNI5E NOTED. SEE FLOOR PLANS INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN APPLICABLE. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM15SION OF THE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf IS sf EA F CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR: INDIRECTLY 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. P p EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS- ANY OF THEM MAY NAILING AS PER FASTENING 50HEDULE ON PAGE A-1 AND GLUED, U.O.N. OR BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf PARTY INDEMNIFIED HEREUNDER. 12. EXTERIOR SHEATHING TO BE COVERED WITH "IYVEK' HOUSE WRAP OR I6APPROVED EQUAL. SLEEPING ROOMS 30sf 15sf. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING p p s, �€ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 13. BLOCK EXTERIOR STUD NALL5 AT HALF STORY HEIGHTS AND AT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. 5TAIR5 40sf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, p ' r. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN55 14. PROVIDE 'X' CROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS A GUARDRAILS AND HANDRAILS 200 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT NRI-TEN EXCEED 6'-O" AND AT EVERY 6'-0". ' AUTHORIZATION OF THE ARCHITECT/ENGINEER. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE Iq. THE CONTRACTOR SHALL BE RF-SPON515LE FOR ANY SHOP DRAWINGS A-2 ROOF LOADING (LIVE. = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC + j NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSION5 AND CONDITIONS P 15 psf FOR CATH. PERTAINING ARE TO BE FIELD VERIFIED. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH o WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRE55ED ON PAGES A-1 ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) fi =, THROUGH A-3 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 16. AT "WET WALL" PARALLEL To Jol5T5 FRAME DOUBLE J015T A5 PER GORE. CLIMATIC AND OEOCRAPHIG DESIGN CRITERIA GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 22. PROVIDE FIREBLOGKING AS PER NEW YORK STATE ACCESSIBILITY FLOOR SHALL NEVER EXCEED A 16" SPAN. STANDARDS. GROUND SNOW LOAD 20 LBS Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY AS PER PAGE A-1 THROUGH A-3. UNAUTHORIZED USE UNDER FEDERAL LAIN BY THE ARCHITECTURAL NORK5 BASIC WIND SPEED 130 MPH COPYRIGHT PROTECTION ACT OF IggO (ANGPA), WHICH HAS SEVERE PENALTIES. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ACCORDANCE w/ANPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD EXPOSURE CATEGORY B TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED BRUSHING, DIPPING, OR 50AKING UNTIL THE WOOD CODES AND REFERENCE STANDARD: ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, SEISMIC DESIGN CATEGORY B I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, WEATHERING SEVERE MAINTENANCE CODE. ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. FROST LINE DEPTH Z WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: w CONSTRUCTION MANUAL BY AF d PA. A. TRU55 J015T McMILLIAN IAE MIGROLAM TERMITE MODERATE TO HEAVY 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING B. GEORGIA PACIFIC 2.OE G-P LAM PSL (PARALLEL STRAND LUMBER) DENOTES TGE BARRIER REQUIRED YES A. TRU55 JO15T McMILLIAN 2.OE PARALLAM GORE. V 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL ALL TO BE INSTALLED AS PER MANU. 5PEC.'s w MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GA5 CODE. 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. NOTES, AND TABLES ON PAGES A-I, A-2, d A-3.THE FASTENING SCHEDULE SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEG.'s). GENERAL WIND PROTECTION CONNECTION NOTES: HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIIDENTIAL CONSTRUCTION;557D 10-qq AND 2015 SBG HIGH WIND EDITION WOOD FRAME 23. COLUMN BEARING A5 FOLLOW5: CONSTRUCTION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, G✓R AR I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FLOORS, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOTSECURE w/ (2) I/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS41 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF TBG SHALL EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY �:A BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 3. METAL PLATES, CONNECTORS, 50REln15, BOLTS AND NAILS EXPOSED WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). �r DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. (P rig "fid 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL IN A 5HEARNALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 5" LONGX37405 �OQ T AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. w/6" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS OF NE'`� 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3. RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED y IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. PLUMBING 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) PROJECT: 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC 16" WITHIN 4' OF EXTERIOR CORNERS. BUILDINGS BULLETIN 2005-005. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FO NTI TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. OF g" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION RESIDENCE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY AND AT BASE OF VERTICAL WASTE PIPES. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER FOOT. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLE55 OTHERWISE NOTED: 525 SOUTH HARBOR RD INSULATION - DISH WASHER.........................................2" SOUTHOLD, NY 11971 I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED NTH FOIL FACED - KITCHEN SINK........................................2" FIBERGLAS5 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - LAVATORY...............................................2" - /TUB.......................... FOIL TO BE PLACED TOWARD WARM SIDE. SHOWER """"""""2 - TOILET........................................................3„ 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION LAUNDRY ................................................2" DRAWING TITLE: - FLOOR DRAIN..........................................3" WALLS FROM 6' BELON GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR ONNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" GENERAL NOTES FOUNDATION NATERPROOFING. THROUGH ROOF. PROJECT/ZONING DATA 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 7• PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN $ - q R-30 FOR FLAT GEILING5 DRAIN COCK5 AS REO'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW - 6.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS PROTECTION. - 3.5' R-13 FOR 2x4 WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL GON5TRU07ION 6. WASTE FROM CLOTHES NA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED - 5.25" R-2I FOR FLOORS WITH BACK FLOW PROTECTION. PAGE: q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT 57ANDARD5 AND REGULATIONS. ff 'Am 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR A-10(00) TO CONGEALMENT OF PLUMBING. II. NOTCHING AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. DATE: 12/24/19 2 OF 6 0EI ` ERAL 5 I �-1150L <E""r : _ EXISTING TO BE DEMOLISHED HARD WIRED SMOKE DETECTOR REMOVE EXIST. DON 5M w/ BATTERY BACK-UP wlNNDO EXTEND WINDGW OPENING EX15TINO TO REMAIN O CARBON MONOXIDE REMOVE EXIST. REMOVE PORTION OF TO FLOOR FOR DOOR NEW WOOD FRAME (L.5. CO DETECTOR DOOR WALL FOR DOOR OPENING OPENING STL. WHEN APPLICABLE) - __ OEI ` ERAL I �vIE30L < I : EXISTING — EXISTING TO BE DEMOLISHED DECK Q HARD WIRED SMOKE DETECTOR cu �� SM EX15TINO TO REMAIN W/ BATTERY BACK-UP FILL IN EXI5T NEW WOOD FRAME (L.O. _l DEQ O ORMONOXIDE EXTERIOR 2'_4�� WALL;PROVIDESTL. WHEN APPLICABLE) R-15 INSULATION . HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO (2) q.5" LVL HDR 4 3 `�_6 -� (:2) :2"x8' HDR WHEN APPLICABLE) W/ BATTERY BACK-UP FWO 100611-4 NEW 50 G.F.M. EXHAUST ABINE WHALF ° � �-��- - {F-�=� NEWFOUNDATION WALLEj FAN w/ DAMPER H - 4 50 G.F.M. EXHAUST 4'-O" 12'-4y2" 4'-il" 13'-3y2" ® BATH rn I N ® MIN. (2) 2"x4° STRUCTURAL 1-L FAN 8 LIGHT GOMBP O DIFE O I POST FOR 4 WALLS ri (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER B THROO • POST FOR 6" WALLS), U.O.N. FILL IN EXI5T ® 1 _ NEW OAS INTERIOR ri m RANOE PARTITION it Kl I fn MODIFIED tti ROOM DINING NEVA MODIFIED KITCHEN WALK IN MASTER BED ROOM I O I I GL 20 _ 4 5Q FT_ FLOOR PLAN NOTES � I 1 `ti N I it ry WEW ISLAND O DOOR NOTE, I I. INSTALL NEW INTERIOR DOORS WHEN GALLED 2 pl I O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED uj OUT ON PLANS BY 'THERMATRU' (OR EQUAL). m I I 3.DOOR TYPE TO BE SELECTED BY OWNER 2 4.INSTALL AS PER MANU 5PEG.'s - _ I I NEW SINK V �xR • I 1 ISL. W 5M/00 3 I NT 5M/GO I 1 I�-3'-7" �' 3'-6" O SMOKE DETECTOR / 60 DETECTOR NOTES: = J in 2x68 - - - _ _ _ _ _ - - - - - I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT tl Ln SMOKE /CARBON MONOXIDE COMBINATION DETECTOR J _ _ _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Q HDR EXIST 2.INSTALL ALL AS PER MANU. 5PEC.'s IO 2'-O" 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6 IN COMPLIANCE WITH LOCAL CODE #- --g FILL IN EXI5T INTERIOR �j PARTITION O WINDOW/DOOR NOTE: F( I. ALL NEW WINDOWS E DOORS SHALL BE „ ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR OLIDINO (AS NOTED); INSTALL AS PER MANU. w 5FEG.'S. FOR SUBSTIT)TIONS, SEE NOTE #q IN GLAS5 WINDOW5 AND DOORS' ON PACE A-100 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN LIVING ROOM 3.IF DOUBLE HUNG - ALL DBL: HUN& WNDWS TO BE TILT WASH 4.ALL GLAZINO WITHIN IA" OF FF TO BE TEMP. OL. 2 ^^ EORESS NOTE: IIJ IN COMPLIANCE WITH NEW YORK STATE BUILDING _ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ® ® E6RE55 SHALL BE FOLLOWED: EXIST. DIRECT µ µ NET CLEAR OFENINO........... 5.7 S.F. PENT = NET CLEAR HEIGHT............... 24" MINIMUM fn NET CLEAR WIDTH................. 20" MINIMUM ox N -1 O4 FRAMING: SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL)U.O.N. H wQ 4) a NEW EXHAUST FAN SHALL BE INSTALLED WHERE * + OVENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS Mr-GH. CODE SECTION 403.3.2.3: mn INSTALL AS PER MANU. SPE05 FIRST FLOOD' PLAN SCALE: 1/4" = 1'-0" AR251 AWNING 8' R z 12'-5" 1:2'- w 3 4 5H O U FILL IN EXIST iY BATHROOM INTERIOR a I PARTITION O w H FILL IN EX15T INTERIOR _ PARTITION j- 0 ROOF LINE MODIFIED MODIFIED MODIFIED BELOW BED ROOM BED ROOM - BED ROOM 226 50 FT _II.. I-7"i 50 FT 150 50 FT ,� -DAR 1 — \+P +6 �( M. NEW 5 III ry �� \ ;I i GLST. .� .pl L O O -_- 2 I 7k N x� 5'—O MODIFIED 5M/Goy+10 +6 37445 0 p :t BATHROOM x N� N 4 OF `N NEW 5 - GLST. I ' • �_ r NEW ifUj 5M/GO INTERIOR 2 • 2 B THROOM PROJECT: 6„ FILL IN EXIST PARTITION • 5M/00 EXIST. 5M/00 3 4 GLST. x8" Df;?-,H FONT RESIDENCE w D \ d) _ AR251 AWNING ® ® 525 SOUTH HARBOR RD SOUTHOLD, NY 11971 DRAWING TITLE: \ FIRST & SECOND FLOOR PLAN PAGE: A-300 SEGON7 FLOOR FLAN SCALE: 1/4" = 1'-0" DATE: 12/24/19 5 OF 6 I L -- ... AL ., k_1 L Lfl- I J _[-L-1 lt.., t_ {.U. El Li till I 1 I I w NEW DOOR NEW 5L R w AS PER DOORA PER PLAN PLAN - = J 1�1 ❑ � C � J REAR ELEVATION SCALE: 1/4" = P—O" 4' FRESH AIR VENT u I I`7HR000H ROOF COQ v I Q Q I I I I I Z w NEW FULL FULL MODIFIED I NEW FULL =ULL NEW FULL MODIFIED FULL NEW BATH BATH ---- -- � IIi ------� U BATH BATH BATH BATH r------ 1----�-- ----I --- I I I I I NOTE: ALL PLUMBING WORK I I .. I I I I I i I w SHALL CONFORM TO Q I 211I 2„I 1 2"1 2„1 I 12” 12 � O �� �� q4� LOCAL PLUMBING GORE � uQ I NEW 1 NEyy I I I I I NEW I PROVIDE "ABE5CO FF200 FR 1)LL 11� I I C� 1 1 z 1 2'' 1 1 12" 1 I I 1 I 2 1 EXPANDING FOAM” (OR EQUAL) z p I 1 I O I I Q4 I I Q4 I I w 0 I INEW NEW 1 VEW AT ALL PENETRATIONS IN FIRE 0 I v I V I O LEGEND I 1 I 1 RATED WALLS AND uu 3j K 31 IV = Xj � �1 IV = j QX xI Iv i I I I I I FLOORS/CEILINCGS. PRODUCT N IV z I IU = 2. Iv z dJ I u _ � _ - 1= � 1= � HOT WATER 1 NEW 2„ I I NEP 2 I I I 2" 5�W I CONFORMS TO ASTM E 514, NI Iry SHOWER cv I� m NI I= SHOWER iv 1~ m NI 1= SHOWER N! I� m ~ — _ SUPPLY I ASTM E 84, AND UL 14 7q — — I — ET+--------- ' — ---------=� — ---------=�— -- GOLD WATER D/4 2 2 I 3" 2 G.o. - ..._.._.._.. _--._ - ,--. _.._.._.._.._.._.. .._.-._-_.--.Lt-_.-- .._.._.._.._.._.._ _..-. I-------I SUPPLY ,��R Rc NEW FULL MODIFIED MODIFIED KITCHEN 4EW HALF FULL MODIFIED MODIFIED KITCHEN NOTE: BATH I PROVIDE"ABESCO FP200 FR `r HALF BATH BATH BATH ALL PLUMBING WORK I IFOAM" ( R r--�--- _— --------i-- ---- -_—i SHALL CONFORM TO I I AT ALL DIPENETRATIONS NaFIRE I I I I 2° I I LOCAL PLUMBING CODE Q, : 1 RATED WALLS AND tt O 2"I ..I 2 1 2'1 1 2 00 I 1 GO1°ORMS 1 TO ASTM E0814,T `':ra L 1 2 1 I NEW I I 3' I NEW GLEAN OUT -3 � I I 1 NEW t-- I I 2 I I I 51 NK AS REQ'D i i ASTM E 84, AND UL 14 7q 03740'5 1NEW NEW I EX15T. F.A.I. TO �_ I I Q4 j I� I I� 1 I OF 1olrG� u I „ REMAIN. V I 0 1 I I NEW:211 2 I IU I � IU zl 10 I I 2.. - SHO k PROJECT: 2 I 5H. 2.. NI m NI �N WER I — — I �I I— I G.O. (5"- 51, G.O. ----=--- --------- ------=------- ----------- -- fdK I r'.0. j I 4„ RESIDENCE 4" HOUSE I MAIN DRAIN I i 4" X i 525 SOUTH HARBOR RD Q HOUSE TRAP Q EXIST. I SOUTHOLD, NY 11971 to to H.W.H ----- G.O. I I DRAWING TITLE: 4 i TO STREET ELEVATIONS TO SEPTIC SYSTEM i SKATER MAIN RISER DIAGRAMS PAGE: FL.UMB I NO ill 5ER DRAIN/!TA57E/1/EN7 FLUME I NO RISER- SUFFLY A-400 SCALE: NTS SCALE: NTS DATE: 12/24/19 6 OF 6