Loading...
HomeMy WebLinkAbout43148-Z o�gUFFDt,�Cp Town of Southold 12/6/2019 y P.O.Box 1179 0 o 53095 Main Rd 4 0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40898 Date: 12/6/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 615 Sigsbee Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 143.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2018 pursuant to which Building Permit No. 43148 _ dated 10/18/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING ENTRY DECK,AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Farley,Lance of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43148 11-11-2019 PLUMBERS CERTIFICATION DATED 10-15-2019 Au Bugdin �&A A ignature SUFFat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy..• o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43148 Date: 10/18/2018 Permission is hereby granted to: Gunther, Heather Mae 615 Sigsbee Rd Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 615 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 143.-2-12 Pursuant to application dated 9/28/2018 and approved by the Building Inspector. To expire on 4/18/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $807.60 CO -ADDITION TO DWELLING $50.00 Total: $857.60 Bui 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 I%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. New Construction: Old or Pre-existing Building: V (check one) Location of Property: 1 !� cS e?)S 6 e e✓ W AJq,4yc,1x — House No. ]]'Street Hamlet Owner or Owners of Property: of l or V1 .4 d,,KLe, ""vl Suffolk County Tax Map No 1000, Section `f Block a Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate �� Final Certificate: (check one) Ursa Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(pD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lance Farley Address: 615 Sigsbee Rd city Laurel st. NY zip: 11948 Building Permit#: 43148 Section 143 Block- 2 Lot 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Alternate Power Electric License No: 40543-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat GAS Duplec Recpt 31 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 3 Smoke Detectors 4. Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel A/C Blower1 Range Recpt GAS Bath Exhaust Fan 2 Pumps 2 Transformer Appliances - Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 23 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment DW, Fridge, W/D, Micro Notes- Wiring for House Inspector Signature: Date: November 11, 2019 S Devlin-Cert Electrical Compliance Form As OF SOVPy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 • y® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Lance Farley Address: 615 Sigsbee Rd city.Laurel st: NY zip: 11948 Budding Permit#, 43148 Section. 143 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. FMC Electric LLC License No: 33996-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO Other Equipment Notes New Service Inspector Signature: Date: November 11, 2019 S Devlin-Cert Electrical Compliance Form(1).xls o��pF SOilTyi9l , Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: y Building Permit No. / Owner: ZA 0 G2-� FAi-&-X4(Pleaose print) Plumber: c, Rutlelf'— ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers ature) Sworn to before me this of 5 day of :? t� , 20 \C�_ Notary Public,a--,jrCounty # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: kw, �"m N elm DATE D INSPECTOR Lj� (gb oe souTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRA_MING. /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4DATE INSPECTOR OF SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION . l [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [p�J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Z� (��7(7d DATE INSPECTOR =- OFSOUTyo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PeUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION --__AA [ CAULKING GvZt.-/_ REMARKS: � %oA�, � �� nt v fur✓ � � I�►ncn� � S • 6wimt, v DATE INSPECTORnAP,4- �i.i.' ` TOWN / SOUTHOLD BUILDING DEPT. � 1 / 11 1 • 1 INSPECTION FOUNDATION ROUGH ■ FOUNDATION 2ND I LAT • FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL .. CODE VIOLATION REMARKS: @ �MN� �*&16 :�R 62AX 0 f N NN Q09 1 u ' l' i .�111.L (r�) , 11 C. CoAvwv�& �rlo@ Pon"( +V llk� LuLt� -ft AAAi DATE INSPECTOR 05,1W, 04,1 �� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . ,-INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G.- [ ] -FOUNDATION 2ND [ VNSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE Z CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] •FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l qa4Alc.-, &,ks&ke, tA- p DATE m INSPECTOR SOF SOUTy � o TOWN OF SOUTHOL BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)f� [ ] CODE VIOLATION ] CAULKING 4 REMARKS: DATE INSPECTOR • • -- 'FOUNDATION (ZND) ROUGH FRAMING& PLUMBING OMER[N, ITIP :# A ml OMNI m, i �L r - INSULATION . .STATE ENERGY CODE �� � ►1 ' r Md 0- 7 MIT XVjofFi�4lAlU.j•RL.L'1Ma F/- I I � �r I ADDITIONAL CO iNT � j � � , , � A /"' � � Ire f► r � ♦ _(i� L�, - i 1 _.� 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 SoutholdTown.NorthFork.net PERMIT NO. o Check Septic Foran N.Y.S D E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ,20 Mail to. u/� Disapproved a/c Phone: S^� 9: Expiration ,%% 20 J L5t r' Building Inspector t SEP 2 8 2018 APPLICATION FOR BUILDING PERMIT Date a� ,20_ C'�9 `i• s;,�s, 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 Budding 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 or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder n rL&ir Name of owner of premises PLIJUA (As on a tax roll or latest deed) If applicant is a corporation,signature of duly authorized o icer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location&%d!whicl oponsesvgorl�will dQi}�:A �G k, House Number cj Street rj �!� Hamlet, ? 1 County Tax Map No.1000 Section ` Block a Lot a— Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended useA occupancy of proposed construction: a. Existing use and occupancy S�n dl I e -f-1"A I(Al r e 5 I CX. b. Intended use and occupancyc�a-ink-p-1 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. � f 7. Dimensions o i m' g�tett es,if any:Front aou. '� Rear CR .�� Depth 3a Height —o( Number of Stories 1= r r Dimensions of sam structure with alterations or,addition : Front aa•� Rear a o1•� Depth `�aZ Height 45 - 2 4,/ Number of Stories C=0 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories � 9. Size of lot:Front So" r Rear '50 Depth 1 140 10.Date of Purchase c?0 I eop Name of Former Owner 11.Zone or use district in which premises are situated (2—q D 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_ ii NO )QWill excess fill be removed from premises?YES_NO 14.Names of Owner of pre r ises 1"W Address Phone No. Name of Architect I J Address Phone No Name of Contractor .\NL 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$E REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *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 NOx *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF CONNIE Q.BUNCH Notary Public,State of Now Y01k A ' being duly swom,deposesW 0"WIRIWMhe applicant (Name of individual Jignmg comrac above named, Qualified in Suffolk County 51 Commission Expires April 14,2 t._�vO (S)He is the (Contractor,A t,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith a o before me EW! s �^ day of 6'L 20 I� t NotaryPublic Signature of Appl t Scott A. Russell ,��°Su ��G ST01kMWA\T]E]k SUPERVISOR AWA NA\(Gl]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®qf A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®q�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 floodplain 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 LIES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District / �j NAME Na I�/l/t�l L 'I,? ! � I���/O .wr Section Block Lot FOR BUILPARTMENT USE ONLY* * Contact Informatrort C 0 J rr&-;,am Number) Reviewed By: �} p - - - - - - - - - - - - - - - - Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — �`�S 'M Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Oe-ea New kAP ��1FF0(K BUILDING DEPARTMENT-Electrical I oector TOWN OFSOUTHOLD DEC 1 9 2018 Town Hall Annex- 54375 Main Road - PO Box 1179 �. • �� Southold, New York 11971-0959P"' v T• Telephone(631) 765-1802- FAX(631) 765-0502 roger:richertOtown:southold.ny:us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: FRANK M CA-PO NE- . - Date:, 12/5/2018 Company Name: FMC ELECTRIC LLC - Name: FRANK M CAPONE - - License No.: 33996-ME email: ' FMC2003@OPTONLINE.NE-r Address: 81 OAKWOOD DRIVE, MANORVILLE,NY 11949- Phone No:: 631-831-3582-" - JOB -- _ JOB SITE INFORMATION: (All Information Required) Q Name: LANCE FARLEY Address: 615 SIGSBEE ROAD, MATTITUC_K NY_ 11952 Cross Street: MAIN ROAD Phone NO.: 631-831-3582 Bldg.Permit IP 43148 - email: Tax Map District: _ 1000 Section: 143 Block: 2 _ - _--_ _Lot: 12 BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ NEW HOUSE WIRING WITH A 200AMP UNDERGROUND SERVICE . Circle All That Apply: Is job ready for inspection?: VFWNO Rough n Final Do you need a Temp Certificate?: YES/ YM Issue On,_ Temp Information: (All information required) Service Size '1 Ph )M Size: -200__- A # 4donpen Old Meter# New Service-PG?�K derground-I�4i Underground Laterals _-1 7¢X H Frame �(�X Worvice? Y - _Additional Information! PLEASE ISSUE A TEMP CERTIFICATE SO I CAN STAFft PAPERWORK WITH PSEG PAYMENT DUE WITH APPLICATION - - C7� •c) 82-Request for Inspecdon Form xis ` �J �v� Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179a Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF TRUSS TYPE--CONSTRUCTION,,,PRE-ENGINE_ EKED; WOOD CONSTRUCTIONANWOR TIMBER CONSTRUCTION-- Date: q -d a ' I k Owner: , tlOIA Location of Property:.- --- 4e IG- _ $)-%5_ e- 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) 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: _ -- --- Name (person submitting this form): �1 � bVU — Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 MAIN ROAD (NYS 25) LOT 93 N 69"22'00"E OM UW Trncs OMMLLY nam+OF UNf v_ 140.00' c Roor OVER TE7�OE 12.8' (n Z 2N [� WOOD FRAME 1 2 w n w N ,rNi O Z O m OD ' RESIDENCE rq O 7? cont Hary U"n I� o WALK,7AY5 ,O -;.A 32.0' ME " cxMRETE BOCK WADS OTHER ,O N O DO s+oE OF oraNMY GARAGE Q 1"^'1 O F`CaC_f - 1lOH'�R„AYl1E �J 36.7' S 69'22'00"W140.00' 91 140.00' _ o n SURVEY OF LOT 92 Z IN O SURVEYED: 18 AUGUST 2006 IV AMENDED MAP OF SCALE 1 20' MATTITUCK PARK PROPERTIES, INC. AREA = 7,000 S.F. SITUATE 0.161RACRES MATTITUCK, TOWN OF SOUTHOLD m MrArm mawcw aw"am SUFFOLK COUNTY, N.Y. aKYTO 7WPERSCWiOR MfWl#ESURWY SURVEYED BY AffARSPAR0,AM OHMS S®MV TO 77E TME COMPANY,OOW*A%W*rAL AOSAOY, STANLEY J. ISAKSEN, JR. L&MAG MTMgMFLWenJ4610OKAND SURVEYED FOR: HEATHER M. GUNTHER Tn7WASSAASMOF7WL WMQ00murKra, P.O. BOX 294 rAAIAM8AMAfOr7PWiSA9M"70 NE*4-5835 N.Y. 119 AMM"WTMR)Ow OR SEGMUEarOWlRER4 6300 iwm+aarffnAtrFaAnav aaAoaTpwron+sSURWYLSA MAI MQFSEOTlLW r"ar TWNfWVrW5rA7EEOUAnQNLAW. GUARANTEED T0: FMS 801 _ ___—_camsOf7NUSllRwAwwrwmw HEATHER M. GUNTHER DATE FILED JAN 12, 7926 SURVEYOR TWWCO SIDEREDTOSEAVAWTRcsNut SUFFOLK COUNTY NATIONAL BANK CONSIDERED roAEAVAUamue COMMONWEALTH LAND TITLE INS. CO. TMJ 1000-143-02-012 NYS Li.. No. 49273 06R1525 co a� o ofARLEY RE51Df- NCE ° o w Q m z „ Renovation to Existing Residence Q } S2C 3800E 50.0 oU) om 0 0 22'-e" --t 0 0 p � cn N N ' L t11 Z N U _ Q Lo EXISTING HOUSE g TO REMAIN 4 CV m O w 15'_G" O (� > 0 3'_gz G_p2 G 0 O = z z - =# N LU PROPOSED BUMP OUT FOR WINDOW LU � N PROPOSED NEW ENTRY DECK w � . 01- W x 0 tu lu Q } z SITE PLAN z LU r^ Y V � � o SCALE: 32I = I -O" tU m SCTM: 1000- 143-2- 12 Q o Information taken from survey prepared by LU EXISTING GARAGE Stanley Isaksen Jr., New Suffolk, New York o TO REMAIN dated August 18, 2000 PROPERTY AREAS: Existing Lot Area: 7,000 sq.ft. S oC Existing Nouse: 72G sq.ft. z o Existing Garage: 47G sq.ft. c� Total Area: 1202 sq.ft. w Existing Lot Coverage: 17% p m Proposed Window Area: 10 sq.ft w y Proposed New Entry Deck: 208 sq.ft. } 3 (� z CombinedTotal Areas: ( .ft. >- o TOTAL LOT COVERAGE: 20076 z o z 0 w 0 0 N N 0 C9 EEp N20038'00"W 50.0' a j w SIGSBEE GOAD �' yv� 2 ti rs � PAGE: 5 .y. �C�O �O 0 •�4J �_ pROFFSS\ONP Site UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC.7209 OF THE N.Y.5. EDUCATION LAW m a� 73O A5 BUILT AMENDMENT z N o � Q ° z EXISTING LANDING TO REMAIN. STAIR STRINGERS TO BE z REVERSED TO OPPOSITE SIDE. LIJ LU NEW 4"x6 DECK BOARDS Dowty oLUQ COMPOSITE HANDRAIL 0 cn C� m J --A :;<MUDROOM I 0 4rFrF--0O N 6x6 RAILROAD TIES ON GRADE >, N WITH MASONRY INLAY FOR z N OO FUTURE OUTDOOR SHOWER m HOOK UP. PAVERS PITCHED TO L d- CENTER w/ DRAIN D U Ln4-1 O — � O O O EO I° o zw - - - - - - - - - - (S) - - - - - - - - - - D - --- -- - ---------- - - iO 0 --- �J z LU W202 30 w263 i o THIS IS TO CERTIFY THAT THE HOUSE - - HAS BEEN CONSTRUCTED IN ACCORDANCE TO PLANS DATED 10, 19.2018 AND APPROVED BY SOUTHOLD TOWN. INCLUDING ALL AREAS OF STRUCTURE, LLJ FOUNDATION, FRAMING, SPRAY FOAM INSULATION, Ln INSULATION, WINDOWS, DOORS, PLUMBING, O �. -? ELECTRICAL, ETC. \ W � 28— W N } N EXISTING LANDING TO REMAIN. STAIR STRINGERS TO BE U BACK ELEVATION REVERSED TO OPPOSITE SIDE. Q) z � NEW 4"xG DECK BOARDS 6 COMPOSITE HANDRAIL L' m 5CALE: 4" = I ,—o,, c N c O U LU ENTRY DECK m W r C m W } 3 z 7S 0 MAIN FLOOR PLAN DOWN z SCALE: 4" = I '-0" °?Alteration of nis Document except z by an Archite.�t or Licensed Profes- _' f l �a1.11 LANDING sional Englnc-r, is it E;, Section 720`.;, SuiDdivision 2, N. Y. State Education Law. OF NF Yo L4-31R J. Mq , Pir v rhi��Gt G^ �n 's i� ur� ar'.l good for initia use o� ; druYJiila. Ch,:ngeS, alterat ons or re- a° Ce ;;. w visions to or re-use of dr,-rings V".ith' w OCT 1 5 2019 cut Architect or Engineer's Approval iso o. 01)5 ��� PAGE: voids Seal and Signature en same. A ROFES SI oN P\- 3 A UNAUTffORIZED ALTERATION OR ADDITION TO TH15 DRAWING AA10 RELATED 00CUME1VT5 15 A VIOLATION 01'5EC. 7209 OF TIIE N.Y.5. EDUCATION LAW � L � O � N Q W Z 7 U fARLEY RE51DENCE O Renovation to EX15tl n� Residence Q } 520038'00T 50.0 0 n o m Site amended 10. 1 . 19: EXISTING BACK o add shower base LANDING; STAIRS - show back stair change CHANGE DIRECTION renovations to existng garage 22'-8" O 731 O N � � N L N (f) ' L (fl Z N SHOWER BASE v �n � o EXISTING HOUSE — TO REMAIN O N m W Q � > 0 K 3'-821' 0_o-" O Z z o Z -" N � o — PROPOSED BUMP OUT FOR WINDOW W �o a Ln PROPOSED NEW `r' ENTRY DECK i OCLn R Lu U-- . W W y D- o N N tu w 51TE PLAN z � o o 5CALE: 32" = 1 -0" U m SCTM: 1000- 143-2- 12 LL- Z'Information taken from survey prepared by Lu EXIST NG GARAG Stanley Isaksen Jr., New Suffolk, New York o TO RE AI N dated August 1 8, 2000 NEW D ORS, PROPERTY AREAS: Cz WINDOWS, SIDING Existing Lot Area: 7,000 5q.ft. z ROO I NG AS Existing House: 7 2 G 5c[.ft. G; PER PLN Existing Garage: 4 7 G 5,1.ft. w Total Area: 1202 sc[.ft. o Existing Lot Coverage: 17% . W 0 Proposed Window Area: 10 5q.ft Proposed New Entry Deck: 208 5q.ft. o z 0 CombinedTotal Areas: 3408 sc[.ft. a v of th','s Documcnt cxccP�l Q TOTAL LOT COVERAGE: 20% �vc;, ocE or Licercod Profes- z ,a 72'09; 1ilifoi'Jl�io1 2' Sta'--c Education Lava. w 0 0 C � E pF NEW Y Z Architcct G^l Enoneer s Soul vl 2 y �c(tooly god for ir<<aal u3c of ✓,.i cl-A,:ng. Ci:4^Zrcs, altu^at=,,J cr rv' r x.' ciz .57 Yi N20038'00"W 50.0' virions to or reuse of dre!uin cUt Plchitect cr Engineer's 1;F,;;,cel 2s do 51 G5BEE ROAD �y�,, \O^ �+ �i !(� yC^mrq J7 WIYY"s al G61'u j:: t it ui �. . F� PAGE: ROFESSIO � 51te UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7205 OF THE N.Y.S. EDUCATION LAW aJ C\J fARLEY RE51DENCE ; z° ° U < 0 Z .... Renovation to Existing Residence < Q DECORATIVE CUPOLA NEW ARCH ITECTU RAL ROOF SHINGLES ON EXI5TING PP Q'JED AS NO ED STRUCTURE All exterior lighting DATE:2/1/11\ # lnstalled,replaced or Blower door FEE: M BY: p repaired shall conform and ductwork NOTIFY BUILDING DEPARTMENT AT M o to Chapter 172 testing required. 765-1802 8 AM TO 4 PM FOR THE �, N of the Town Code FOLLOWING INSPECTIONS: E 0 z N 1. FOUNDATION - TWO REQUIRED m m I x4 AZEK CORNERS FORPO2. ROUGH U FRAMI�GC& PLUMBING U Ln ? "T 4"X 4"CA51NG5 AROUND ALL Must provide Manuals 3. INSULATION g WINDOWS t DOORS; FINAL - WINDOWS TO RECEIVE 4' � 'X 4" �,d and S as per 4 BE COMPLETE CONSTRUCTION C.O. MUST SILL(TYPICAL ALL) 1S Ener Code ALL CONSTRUCTION SHALL MEET THE O TW2G4G TW2G4G TW2G4G REQUIREMENTS OF THE CODES OF NEW RA15ED PANEL DETAIL UNDER FRONT WINDOW _ YORK STATE. NOT RESPONSIBLE FOR T) DESIGN OR CONSTRUCTION ERRORS. Z W NEW HARDIE LAP 51DING; O EXTEN DOWN OVER a15TING fOUNDATION --- ------------------ - ----------------------------------- - ------ - - - - - - ELECTRICAL > O 7- INSPECTION REQt!lREDCOMPLY WITH ALL CODES OF Ixa AZEK R1BBON NEW YORK STATE & TOWN COD -S W AS REQUIRED AND CONDITIONS DF TRUSS RL/4Ct`Rl3ah3 REQU"RED j [� W W FRONT ELEVATION PLUMBER CERTIFICATIG-4 -~ n NTENT BEF SCALE: 4" = I'-O" �RTIFICATN LEAD �O OCCUPORE ANCY 0 SOLDER USED IN WATER . SUPPLY SYSTEM CANNOT OCCUPANCY CSR J } = EXCEED 2/10 OF I% LEAD. U S E IS UNLAWFUL z . WITHOUT CEHTIr ICA TE QLuB� Ww ALL-PLUMING ATE OF OCCUPANCY L .;.4 WATER LINES NEED ` NO X. ' t .y 'STWG BEFORE COUEFt( T` RETAIN STORM WATER RUNOFF f7 T .� PURSUANT TO CHAPTER 236 a s $ OF THE TOWN CODE. W 2021 W2021 W2021LLJ lD + 15 6 m 26310 26310 . ...._ LU CX14 CX24 ES, YARD SIDE ELEVATION F N .I SCALE: i 1 = I'-O" , 4 'a- w LIJ 0. 0 o P�� PAGE: FESSN I UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 Of THE N.Y.5. EDUCATION LAW L p, � Z V I rI.1 Q O Z V Z E Q UQ )- 0 N 0 m � x � � N LL y 4 U Lr) O 202 I e 4-1 O W2G310 2' O Z LU O � Q O A Z LU OL BACK ELEVATION LLi � U) U) SCALE: 4" = 1'-O" REScheck Software Version 4.6.5 - LU Compliance Certificate o 3 u z Project Fariey Residence LU Energy Code: 2015 1 ECC Q Location: Mattituck, New York ConstrudionType: Single-family — Project Type: New Construction Conditioned Floor Area: 1,395 ft2 dazing Area 10% Climate Zone: 4(5331 HDD) Pernit Date: Perrrtt Number: Construction Site: Owner/Agent: Designer/Contractor: 615 Sigsbee Road Dwyer Design Consulting,Inc. Mattitudc,NY Southold,NY '— LU Z 0 BI 81 fn Com phance: 0.6%Better Than Code Maximum UA: 176 Your UA: 177 Mammum SHGC: 0.40 Your SHGC: 0.27 LUTM R Beaeror Wusa Then Code lydaz nfleas how cbse m m+tp%uno the house a basad on cods mde ff tubs. — — LU It DOES NOT protide an esc m xe>f ererpy use or mgt riot ve t..m m�m um cede home. -- m Envelope Assemblies CL/ LU Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 658 15.0 0.0 0.057 38 J1. v Z Vali 1:Solid Concrete or Masonry.Intenor Insulation 580 14.0 0.0 0.080 46 ; s Wall 2:Wood Frame,16"o.c. 670 21.0 0.0 0.057 31 z O Q Window 1:Vinyl/Fberglass Frame:Double Panewith Low-E 112 0.300 34 to SHGC:0.28 Door 1:Glass 19 0.320 6 z SHGC:0.21 A 81 Ceiling 1:Cathedral Ceiling 308 35.0 0.0 0.030 9 Ceiling 2:flat Ceiling or Scissor Truss 360 38.0 0.0 0.030 11 CX 14 CorrplianceStaterrlent:The proposed building design described here is consistent with the buildingplans,specifications,and other calablations 5ubrrtLted with the perrrit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to mmplywfth the mandatory requirements listed in the REScheck Inspection Cheddist, Name1 a ignature a \Q� �F D f�� nIQ� NORTH WALL ELEVATION � w �_!W1 . 1- A, * _ I SCALE: 4' = I'-0" D �(� V `r` ;;a� Cr- LU OCT 1 7 2118 JFo10 Project Title:Farley Residence Reportdate: 10/10(18 PAGE: Datafilename:G:\6.1.2015 FLASHDRIVE FILES\RES ch eck\farley update d.rck Page 1 of 9 E1./8i/D31'V'cT lAaia TONIN OT SOUT"OLO 2 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF 5F-C. 7209 OF THE N.Y.5. EDUCATION LAW ----- ---- --- --- lid II � N ri 4"o ROOF VENT ROOF O @ o- Q — z z . SECTION SECTION ATTIC D A 0 0) o m l KITCHEN - BATH 2 - RELOCATED RELO 3" I 1 va >>rz F.A.I. S. Al TO REMAIN. 1 1/4 DOWN N a G ECK OA S D W SINK O PO TE H D L -� 2'-1 u2" -r- 1/2" 2'�" WALL LEGEND: o MAIN FLOOR _ __ _— N � N _7W G310 &5 TW20210 4"OHOU2 EXISTING WALLS TO REMAIN N 2 1 114 3 3 (✓.0� 4 TRAP 0 I�I // I I JRAG Lu tL z TO EXISTING SUFFOLK COUNTY // MU�ROOM / Lfi UNDRY- BATH ! - — oEPr.of HEALTH sERVICEs ( - ____- t i i , Q EXISTIN APPROVED SANITARY SYSTEM. to I I I I ------ OUTLINE OF AREAS TO BE/0 �\ � IBENCH SEAT;[ 1 Q�Plldm REMOVED � � ;' p2 1� 11 4 3 � �I I j HOOKS ON PANTRY STOI O va WALL ABOVE i i CABINETS �e ____ ___ NEW CONSTRUCTION: _--- - ------I I I I OPE SHELVING 3 I i _ I I LT ON PPER WA 2"X 4"STUD FRAME EXTERIOR WALLS @ I G"OC H TO RNER ST G w/3" CLOSED CELL SPRAY FOAM INSULATION, LOWER LEVEL I I '� 14'-5 i/2" J" CDX PLYWOOD SHEATHING AND 51DING ON z Il_l z ( l I ! / I o I EXTERIOR A5 SELECTED O 3'-0' KNEE W�L� _________ _ ___ ___ W o 2"X 4"STUD FRAME PARTITIONS Q O CO l INUOU51AROUND 1 r-----I rIEIT£ 1EP1 -- r- I � 1 1 I I I � I I - I � w!�" DRYWALL ON EACH SIDE > Z ! STA OPENINPc WOOD CAPI I ! :RELOCATED I 1 O SLOPE" 114" PER FOOT PITCH TO TOP COVE Mg DING I I I 1 I I ° z LLJ DRAIN ( I I i i i LJ L_ �JL----- --- I PROVIDE 2- 2"X G" HEADERS ABOVE ALL INTERIOR PLUMBING RISER D I AG RAM i i 1 L� - �� F w DOOR OPENINGS UNLESS OTHERWISE NOTED . I ---- I NO SCALE _____ �____ '� — — _ ��_ _ — — — o ALL WINDOWS TO RECEIVE 2- 74" LVL HEADERS /�, 3 N I RIPPED DOWN TO G"AND INSTALLED UP AGAINST EXISTING WALL/ RAFTER PLATE. �l PITCH CEILI G WITH RAFTE I 2x4 MULLION SPACE BETWEEN ANY PAIRED UNITS. Ln PITCH CEI LI 1 1 t ALTERNATIVE FOR OPENING PROTECTIONI ro wlrH RA i i I w3 I to � a O/ SICK. C STRUC J4�.L PaJ.ELS "'!-a r..'r.J'^.'UC'T'-,.lrNr55 Or 6'�h.0 P.'rX,L'u' P;.,,CL 51AN Or 8-7' 4j� NEW 2XI)i0 CJ S�=LLE`PCR F."?2D rpR OPChRa,PPO'CCT'OI:!N^h�t:C Tl.'O ST O?'BUILC'L,S. P�,,,CLS I i�W2 @ I(;" pp ( sr-LL BE PR^.CuT TO CO• rR,L-=—OPL"r.,5'.,Tr PRC,!C•D. � 8'-G" +I-(ABOVE FLOOR ~ - - I = tL1 � I I U m /RLTCeTO SLCT O'J i oC9.1.a SNC f 6X8.-0.5 A-.1JC-:PLL 1 6X9. a, SECTION ! 1 lu1��121) N l SECTION Q } B iL--------------- -------- -- BTABLE I G09. I .4 1 r - z t_S - T w3 SCrCCULL rC�.:;occ PUC uw.L P-1.CL5 �I GREAT ROOM r-sT�r<�RsP-C',r,,rr.cH�S, I I REMODELED UJ aCLSP-r:<2-2-0'<P.LttL a_C'<F'1:tL G <P=r,CL r=STCr.CRTrPC 5P_r. <a-C' 5P�r. <G 5P=r:<8-0' 2 I;2' All.�oD R . 5 G 2 e - - --- i —2- 7 " LVL HEADER ENTR G I ---- ---- i RELOCATED OD I SECTION T ',5 TAB'._^ 5 B-'5CD •,y;FJC 5-7-1 f3 SCwr C GU571 Or 13C r.' =r.0".'C PDOr I --- --- DI 1 <— �r:GHT'Jr 33-0'OR LC55 ou BUILT-I 5. r:-S-rl:!R5 5-ALL BC d15T,LLLCD AT OPP05 PJ,MZ5 Or TrC,.'COD 5TRL'CTUR, L P:NCL. UNIT C. .4r CRC SCRC:."5 SPC TT�CrCD TC C'�SONRY GR F,'=SOhRv, 5 UCCO,Th C!Sr�LL BC I -W2 �I , 6 I r4GTY Cr aeC Les 22'- 1/2"1 m W N zrnn C M __ ---- -- - ---- ---- cn WINDOW AND DOOR 5CHEDULE — - — 4-8 -1 W r G'-O 1/2" I a-7 I/2" DZ ENTRY DECK L Y 3 Qv z O4"X 4" P05T W/ 2"X 2" }- 0 SECTION SECTION ° 4°X G" DECK BOARDS BALUSTERS CAP AND BOTTOM U D A RAILS, CONTINUOUS AROUND ALL u°T DECK AREA5 z MAIN FLOOR PLAN DOWN 41 SCALE: J-11 = I'-O" C-D�P LANDING �r ,�.., 3 m w _ LLJ� 10 SFO��a wr F. A 7pp 1J PAGE: 3 UNAUTHORIZED ALTERATION OR ADDITION TO TI-115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC.7209 OP THE N.Y.5. EDUCATION LAW I I I I co i O � N IU p " O Viz _ a a c; z t� ncnnm 5ECTION 5ECTION D � A OUTLINE OF EXISTING ENTRY PLATFORM ABOVE -6 t6 I "� . . q) �2 N -21 N N s to Z I A25 I— U._ m U � INSULATED DOOR WITH Q SELF CLOSING HINGES V V DOOR-SWEEP o 00 CLOSET --� UTILITY CL05ET 2668 II "' vo 4 PROVIDE R-1 5 INSULATION 2668 WALL LEGEND: WITHIN WALL COMMON TO 2068 _ Z Lu UTILITY CLOSET 2068 door slab O � EXISTING 8" CONCRETE BLOCK 5 7 I I-8 z on Industria trac }� Q i"x PINE INSIDE DOOR FOUNDATION WALLS TO REMAIN LAUNDRY SURROUND;STAIN/PAINT • n > O NEW 3 " DIAMETER STEEL ti H RD PIPED V MATCH CASINGS THR O ------ OUTLINE OF AREAS TO BE LALLY COLUMN WITHIN WALL, CO O F D Z ------ REMOVED " N �_ ERI R BURIED IN 24 x24Sc1 2 POURED O O EXISTING DROPPED CONCRETE FOOTING _ _ NEW CONSTRUCTION: GIRDER; L1 AVE D( OSED CUT BACK EXISTING — GxG ACQ P05T5 USED 8"CONCRETE BLOCKS, MORTARED IN PLACE, IN GIRDER TO ACCOMMODATE MAS ER NE HOLD BACK GRADE AS BINET REL ATED NEEDED AREAS OF EXISTING OPENINGS BEING CLOSED IN. NEW STAIR LOCATION N t oUNT HORIZONTAL REBAR WHERE SHOWN IN PLAN I as Fr. NEWEL POST 1 1.2 VENT W 10 %VENT 2"X 4"ACQ STUD FRAME ON FLAT ALONG UP Z w/OPEN a5 a- Ln . m BAN IS R EXISTING ROPE PERIMETER OF FOUNDATION WALLS @ I G"OC. GD i GIRDER RELOC T PROVIDE 2"CLOSED CELL SPRAY FOAM INSULATION > a0 O TO HERE; LEAV 6 WITHIN BAYS *�' DRYWALLTO FINISHED SIDE; SEAL J x F- _ CONCRETE WALLS w/MOISTURE BLOCK PRIOR TO �� '� 68 N U EXPOSED Cx24 EGRESS WINDOW O FRAMING z O CO EGR>ss RETAINING WALL 2"X 4"STUD FRAME PARTITIONS EXISTING DROPPED - e'------------ w I" N LLQ ------- GfRDEKTOBEREIVIO ----- -- - [] w/ ' DRYWALL ON EACH SIDE _ _ _ _--- ___ ------- _ � SECTION u NEW 2- 2x I O GIRDER 2668 266e B --� secTloN ABOVE FRAMED WALL, PROVIDE 2- 2"X G" HEADERS ABOVE ALL INTERIOR B RUNNING FULL LENGTH 5 2"X 8"A Q LEDGER BOLTED uj DOOR OPENINGS UNLESS OTHERWISE NOTED �5:°D: 4 aS.D. cxl� E FRAME WITH 5" l!_! EGRESS "LEDGERLOK"SCREV✓5 @ 16"O.C.; BEDROOM BEDROOM HANG D.J. FROM LEDGER WITH Q ALL WINDOWS TO RECEIVE 3- 2"X 8"ACQ HEADERS -� ABOVE. HEADERS TO BE SET AT 7'-0"ABOVE SLAB. eGREss RELOCATED RELOCATED SIMPSON LU 28 CONNECTOR - 05I08 soar. 4 9.1%UGFMT U` LOSET 8.1%LIGHT LOWER LEVEL NOTES:. 7.1%VENT rJ 2668 7.1%VENT 2 7 Q" BYFOLD a • N USES CQ FRAMING IN ALL AREAS AGAINST O @8 GACO�J oII I) sE SON CONCRETE Ivu- • DOUBLE JOISTS UNDER ALL PARTITIONS cU w °C CLI _ I'-IO" 9-3" t� LL RUNNING PARALLEL Lu = I aos I aII II - Z o • PROVIDE BRIDGING THROUGHOUT ENTIRE _ Q FLOOR SYSTEM ABOVE, 8'-O" O.C. U BYFOLD xI I II • EXISTING CONCRETE SLAB TO REMAIN; PROVIDE o m I N to 2"X 4"ACQ F.J. ON SLAB w/2" PLYWOOD 5U5FLOOR ECTION L� W ABOVE AS BASEMENT FLOOR SYSTEM. R-15 "` I NII INSULATION WITHIN FLOOR. PROVIDE M0I5TURE0-0 112" o " BARRIER OVER SLAB PRIOR TO FRAMING JOISTS. — - - PROV. EPDXIEDSTEEL( LU • PROVIDE R-19 INSULATION WITHIN CEILING. 10'a 112" REBAR HORIZONTAL INTO OUTLINE OF LOOR AREA I'6' 3'-2" ABOVE; JOIST TO BE (, EXISTING FOUNDATION Wf II 3 EXISTING HOUSE TO REMAIN AS A 3 BEDROOM HOUSE; w 4 NEW FILLED IN SECTION II D z SEPTIC IS EXISTING AND ADEQUATE TO REMAIN, CONSISTING CANTILEVERED OVER FOUNDATION p PR VIDE SOLID BLOCKING, III II y OF A I OOOgal. TANK w/8'-0"0 PRECAST LEACHING POOL. IN ULATION 4" PLYWOOD UNDER 0 CL05E IN DOOR OPENINGII II z o SYSTEM INSPECTED BY COASTLINE DRAINAGE, AUGUST 2018 9 Q I) II BREAK SLAB AND PROVIDE q Q AND DETERMINED TO BE IN GOOD CONDITION. 8"CONCRETE BLOCK WA$ II � SECTION SECTION cp z A c", II GROUTED,TO FOOTING D 2x8 ACQ DJ 4 @ IG"OC l0'-2" NEwY LOWER LEVEL FLOOR PLAN1 31_0" 4'-4 4 Ir' r' STAIR LA w v m II II 2x8 PLAT \ FLUSH w/ n7• CUA s, Q� PAGE: 4 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC.7209 OF THE N.Y.S. EDUCATION LAW L � O � c d z z Qw oC U Q j= oif) oln SECTION SECTION D A 7 � O -- ss b N AI L to Z V N � .N \ / I Q Ln S C) ROOF NOTE: \ LU0 GAF 30 year architectural asphalt O roof 5hingle over entire roof area. 3 I Exl5ting 5heathing to remain; new Ice and water shield. Z W _ 0 0 \ v a I RUNOFF NOTE: Q O TING RR REMAIN \ New gutters contmuou5ly around; > _ EW NEE ED o Leader locations as per Q In5taller - all leaders drain to Z 4" 0 PVC pipe to drywelb. � E01. 0 z Q I O 3 I RUNOFF CALCULATIONS: �> O 0 0 O 844 x . I G7 x 7.5 = 1057 allon5 of runoff _ 9 0 _ I— — — — — — I / o @ (1) P-0" x 6-0" m capacity = 300 gallons ILI w I 9- - - - - - I /\ 3 ( 1057/ 300 = 3.5 p_ in lu 0 oPITCH CEILING — Runoff Containment Requires: in ---J IWITH RAFTERS (1) 4'-O"deep x 6-0" 0 ring or equivalent. �L � (provlde5 1200 total capacity) O u�I EXISTING kR TO REMAIN 515TFK NEW AS NEEDED NnV 2x M CJ I I LLU U u PITCH CEILING / Q WITH RAFTERS @ 16 OIC 3 6 6" +/-ABOVE FLOOR z SECTION / \ SECTION 5 13 LU z"' LVL HEADER \eF I J��• EXISTING OVERHANGS TO REMAIN AROUND ALL • • SECTION AREA5. NEW FASyCIA JQ� w' \ \ 1 a 2x8 6E VENTED 50FFffS I / Q ��%cl� ' C) ` O m W Ln Jam• VERIFY PITCH \\ �� Z o 12 \N FIELD; MATCH x C� I SEcrio �� 2x4 CT STINGin \\ � W n C @ I C 2xG RR (] m @ 1 C9 — W " ARCH ITECTU PAL ASPHALT 3 ROOFING WITH 15# FELT [] z OVER g" CDX PLYWOOD 9 WITH ICE* WEATHE SHIELD U @ PERIMETER5 4.VA LEY5 Z 4 SECT ON SECTION z D A Or NE4,Y ROOF / CEI LING PLAN SCALE: L "l = 1'-0 ��, } �'•;�� w A_ •< <u FQ o 0 �R _,,SS NPS PAGE: 5 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW EXISTING RIDGE, RAFTERS, O �SHEATHING TO REMAIN, o " O � TYPICAL ALL AREAS OF ROOF o 28" RIDGE; UNLESS OTHERWISE NOTED; z ,n O 7� LVL HEADER NEW 7a HIP BEAMS 5 CL05ED CELL SPRAY FOAM N .d — z SMP N 20 I INSULATION 4 VENTED z ©NNECTOR(TYP. ALL) BAFFLES BETWEEN RAFTERS Ro R.R. @ 16"O.C. WITHIN ALL AREAS OF PITCHED 9 U Q P _ CEILINGS o o � 2K4"C.T. @ I G"O.C. jr2- g-O"ABOVE FLOORNEW2xIOCEILING,01ST@ 16" OCEXISTING ROOF OVERHANG; FASCIA, VENTED SOFFIT NEW FASCIA BOARD VENTED SOFFITS i 2- 2x8 HEADERS ABOVE NEW FRONT WINDOWS i wl C520 STRAPPING. i n GREAT ROOM- MUDROOM G-8" HEADER HEIGHT i ub RENOVATED roi - EXISTING 2x4 STUD FRAME L �I EXTERIOR WALL; FRAME N > N i SHEATHING TO REMAIN. 3"CLOSED �t , CELL SPRAY INSULATION * DRYWALL J0I5TT0 BE CANTILEVERED 8 DROP D z X11 z N NEW 2x8 FJ SISTERED TO RDER RE CATED ON INTERIOR. NEW SIDING, O- m OVER FOUNDATION- PROVIDE I LL -u EXISTING CANTILEVERED AS SELECTED, ON EXTERIOR U to `t SOLID BLOCKING, INSULATION -- U Ln u Op " PLYWOOD UNDER SIDE w/ EXISTING 2x8 JOISTS TO REMAIN R 19 EXISTING BOX FRAME TO REMAIN O I"STRIP VENT 4 SCREENING NEW 2x 10 GIRDER PROVIDE LATHE STRIPS ON DECORATIVE SHELF WALL RUNNING FULL LENGTH DROPPED GIRDER EXISTING 8x8 DROPPEC EXI5TING FOUNDATION WALL BRACKETS EACH END OF WALL; SET AT DOOR TO BE REMOVED GIRDER TO REMAIN t EXTEND NEW SIDING LOWER O HEADER HEIGHT t RELOCATED TO GRADE, CONTINUOUSLY 2"X 4"ACQ STUD FRAME ON FLAT AROUND ALL AREAS BEDROOM- MASTER- CLOSET O W ALONG PERIMETER OF FOUNDATION RELOCATED RELOCATED EXISTING GRADE +/- WALLS @ I G"OC. PROVIDE 2"CLOSED CELL SPRAY FOAM INSULATION WITHIN 2x4 STUD FRAME PARTITIONS > O BAYS * " DRYWALL TO FINISHED SIDE; w/ " DRYWALL ON EACH SIDE O = Z SEAL CONCRETE WALLS w/MOISTURE EXI5TING CONCRETE BLOCK FOUNDATION WALL w/ BLOCK PRIOR TO FRAMING — - --- - — -- — FOOTING TO REMAIN BUILDING SECTION "A" SCALE: 4" = i'-O" in to r � v DECORATIVE PRE-FAB CUPOLA O Lu W `o EXISTING RIDGE, RAFTERS, EXISTING RIDGE, RAFTERS, 3 t SHEATHING TO REMAIN, t SHEATHING TO REMAIN, —j z TYPICAL ALL AREAS TYPICAL ALL AREAS 2 BOLT ALL AREAS TO ARCHITECTURAL ASPHALT W f, EXISTING RR w/ 2--L"C.B. S�S� NEW ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT RNF��� ROOFING WITH 15# FELT OVER J" CDX PLYWOOD / 2x8" RIDGE; Q OVER EXISTING SHEATHING WITH ICE*WEATHER SHIELD /2- 71" LVL FADE 51MP5ON C520 INSULATION t CLOSED CELL SPRAY FOAM ��l RS WITH ICE* WEATHER 5H IELD PERIMETERS * VALLEYS BAFFLES BETWEENRAFTERS — � TO @ _ — x6 12 N� ) CONNECTOR(Tl P. ALL) �, @PERIMETERS +�VALL-EYS 4 WITHIN ALL ARI=AS OF PITCHED R-30 NEW 2x 10 CEILING JOIST 16"OC ANG DOUBLE RAFTERS R 6 II hip VERIFY PITCH EACH SIDE OF IN FIELD; MATCH CEILINGS ------------------------------TINGWALL PLATEEXISING GJ TO BE RTWCVED -- --- GABS / / 2x4 CT @ 16" OC pC EX15TING EXISTING WALL PLATE TO REMAIN CZ 2- 74" LVL HEADERS g EXISTING ERS FASCIA NTED 50FFIT U-i tn RIPPED DOWN TO 6"w/ GREAT ROOM- 6 z w 51MP50N CONNECTOR � GREAT ROOM- 9 iiz, OVERMAN AS SHOWN � C520 STRAPPING; INSTALL + RENOVATED ro ro WINDOW BUMP OUT — 6 UNDER EXISTING TOP PLATE. N + I; � EXISTING 2x4 STUD FRAME 2x4 STUD ME EXTERIOR � W EXTERIOR WALL; FRAME # WALL @ I "O.C. w/3"CLOSED C) — Z w SHEATHING TO REMAIN. 3" NEW SUB cO CELL 5PRA FOAM R; MATCH HEIGHTS CL05ED CELL SPRAY IN5ULATIOV INSULATION � CDX PLYWOOD OF EXISTINGFLOOR AREA EXISTING STRUCTURE BEA7 � DRYWALL ON INTERIOR. NEW SDING, W TO REMAIN `� AS SELECTED, ON EXTERIOR SHEATHIN SIDING AS EXISTING SHEATHING SELECTED DOU131 F JQ STS ON EITHER } NEW EGRESS WINDOW; END OFC TILEVER Z 3- 2"X 8"ACQ HEADER R 19 C520 ST PING o EXISTING 2x8 FLOOR 2x8 FJ 551 EKED TO EXISTING U STRUCTURE TO REMAI I CANTI RED OVER FOUNDATION- Z �° 2x4 INTERIOR STUD Pp'. OVIDE S LID BLOCKING, INSULATION Q g m = FRAME PARTITIONS PLYWO D UNDER SIDE w/ I"STRIP z m VENT 4 5C ENING wBEDROOM- c�oSEr BEDROOM- GRADE-CASTING RELOCATED RELOCATED 0 0 _ _ 2- 2x4 THRU CENTER 6x6 ACQ POSTS USED A OF�E�Yn� TO HOLD BACK GRADE AS BUILDING SECTION "C" 4" PLYWOOD SHEATHING NEEDED 7x4 AM jul, SCALE: .4 _ ! '-0" w EXISTING FOUNDATION PROVIDE MOISTURE FOOTINGS AND SLAB TO BARRJER OVER SLAB t REMAIN UNDER NEW JOISTS A FSs�®. BUILDING SECTION "B11 PAGE: SCALE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW I NAILING 5CHEDULF z -113- C) (n C) 20 1 5 ',VOCD FRAKIff CCNeiTRUCT!Cri MAUUAL O y (D JOINT DIE5CTION NAIL OUAUTY NAIL SPA6ING t z RO tf� Q — z ROOF FRAMING RAFTER TO TCP PLATE TOE NAILED 8-C"1YALLo 3-Bd PER RAFTER Z C-C'':b'ALL,3-6d PER RAPPER EQ'!G JC 15T TO TCP PLATE TOE hta+L B'-C",'ALL:3-6d PER-1-11,7 W Q)C ,VALL:G-aP d ERJC:5T Q . Q } CEILhtr, 1015T TO RAP7EO FACE NAILED r-EE TABLP_3./ EACt- _ NEW CEILING CEILING J015T LAP5 C';ER PAKT1TIOtt5 FACE NAIL!^v SEE TABLE 3.7 EACr LaP ^CLLA R T!E TO RAF ER FACE NAILED HE TABLE 3.4 PER T.E BARNWOOD SURFACE BLOCKirtG TO RAF ER TO'E INA1LED 2-Rd EACt- EN-1 ON FRAMED CHA5E kit.'BCARC TO RASTER Et,D NAILED 2- Gd EXISTING WALL/ RAFTER PLATE WALL FRAMING OP FLATS TC TCP FLATSFACE daILFD 6d PER FOCI c4 -CP PLATES AT if`FER5ECTlCN5 FACE NA!LEC a Gd JOit,T5-EACs 51DE GREAT ROOM L 5TUD TO 57L0 FACE NAILED 2- Gd 24 C,fC �O N HEADER TO rEADER FACE NAILED 6d a OIC ALC'tiG EDGE5 - N 'CP CR BCTTCP:'PLATE TC STUD EF;^v!tA!LED 2- Gd PER 2i:� STLD 3- Gd PER 2XG 5-UD VENTLE55 s- U) Z ' 4-,Gd PER 2Y.B 57-ID GAS KNEE WALL AROUND 4� T ,-FL r C-5T FIREPLACE STAIR OPENING (j) 5OTTCl.iPIA„ET. C RJ ,, �u BAtdCJC!5T, EhtD JO!5T,OR BLOCK,taG FACE NAILED 2- 6d ' PER FCCT Q L17 4i OO - - -— - -- — - -----. - - - - - `� O FLOOR FRAMING Q0 2 'O'5T TO 5'ILL,'CO PLATE,CR G'RDER TCE htAl LES^ -3 PER, O d ,: 5 BRIDGING TO JC!5T TCE NAILED 2-8d EACr-END 5LOCK'tiG TO J015T TCE NAILED 2-8d EACt- E!IC 51LC'CKI",G TO 5,LL CK TOP PLATE TOE rtA1LED 3- Gd EAC`-BLC'CK DOO R TO UTILITY EDGER 5TR!P TO BEAKI FACE ttAiLED 3- Gd EACt-JC!5T ROOM UNDER STAIR (� O157 Olt LID G rF,TO 11,V.4 TOE NAILED 3-8d PER JOISTO LU 1!AND JOIST TO JC!5T EliD HAILED 3- Gd PER,.C!5T (n BEDROOM HALL LAU RY AREA ATH Q SAND JC15T TO 5!L'-CR TCP PLATE TCE INAtLED 2- Gd PER FCCT ROOF SHEATHING O PERIt.'ETER EDGE ZCttE- a C!C-a AT PANEL E7GE5 O ST RUCTURA PA%EL5 8d AND AT!NTERt'EDIATE 51-jPPCRT5 it! , E PA .f�FIELD 'NTER!OK ZC',E G'O!C-G"AT PAhiEL EDGE5 AMD _ AT - LU Rd ih7ERr.'EDIATE 5!:PFORT5 IN Tr-E PANEL FiEL^ ---- _ FCR RCCF 51EATr!1iG,01"tNi Q-C'OF Tr-E PEKiMETEK EDGE CF Tin CF, r D;r G CI!EACH OF - CFP Tt-E _ ERC dC"w- ,C- SIDE �RC EDGE ZONE Aiii ACr.r.'E^tT REC1Li1REr•.1ErtT5 5"ALL BE L'5ED. CEILING SHEATHING G'P5' r,' :'ALLSOARD 5d COOLERS 7 EDGE! C HELD W WALL SHEATHING Q in TRJCT,)RAL PA%EL5 1 'ga.Gal.-Koo°lra na; :2" 3 EDGE'G F.ELC BUILDING SECTION "D" n 'ga.Gab.Roo°'rg call — � n 25/32 {.'2k'75L.a.3!er—ad' 3`EDGE/G F,ELC SCALE: 4' = I '-O" 0 _ P'BERBC'ARD PA*tEL5 7/!G Gd 3 EDGE;G'FIELD 25;32' 5d 3'EDGE!a FIELD GYP5ur:' V ALLBCARD 5d CCCLER5 7 EDGE' C FIELD 4 ED'=ff'ONE- C C7C-G"AT PANEL EDGE5 A!',D 2 nARCBOA.RD Bd NTEf?VED:ATE 5'.'PFCRT5 Iht TrE PAttE-�,E-7 } 3 NTER.CR=1E- a CIC -G AT PA!'IEL EDGE5 AND 2 AT z 8d t:TP-w1E1,IATE 5'.PPCKT5:ti Tr-E PANEL FIE_D FLOOR SHEATHING 57 RL--TllRA.L FANEL5- I CR LE55 6d G ECCE i •2 FIELD W G 5E Nalene requirements are cased on•r:all sheatr.Ing palled a Irncres C.C.at the panel edge. !`::all sheachingls na led 3 Ircr,es C.C.ac the nares edge to obta,r 2x8" RIDGE; � !Iieher shear capacities,radine requirements for struc*a:ral memcers shall be doubled,or al JV en:.all sheatr,r Is continuous oa.'er Corrected memcers,tre ta'eutated number T pais scall Le perr'Tt A to ce.educed to - Gd na'I pert t. IMP N g CONNECTOR(IYP. ALL) tz 2xG" R.R. @ I G"O.C. GENERAL WIND PROTECTION CONNECTION NOTES DE51GN LOAD CALCULATIONS Adapted from Standard for Hurricane Resistant Residential Construction; 55TD - 2- 7a' LVL HEADER W/C520 STRAPPING 10-99 and 2015 SBC High Wind Edition Wood Frame Construction MINIMUM UNIFOFNALY D15TRI5UTED LIVE LOADS Npsf) OVER ENTRY DOOR � Fasteners and Connectors for Wood Frame Construction l XTEF IOR BALCONIES eC LU o DEGKS 401 I . A continuous load path between footin s, foundations walls, floors, studs aid roof framing shall be provided. g ATTICS WITHOUT STORAGE i C vi ATTICS WITH STORAGE 4C LU r` 2. Approved connectors, anchors and other fastening devices not included in ROOMS(OTHER THAN 5LE) >'ING ROO^-15) 40 4"X 4" POST W/ 2"X 2" m the Standard Building Code, Section 2306 of IBC shall be used in accordance SLEEPING ROOMS 3C BALUSTERS �AND BOTTOM R X 4" CAP 1D RAILSLU with manufacturer's recommendations. TABLE R30 1 .7 v 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the ALLOWABLE DEFLECTION OF STRUCTURAL MEMCBCRS "xG DECKING 3 2x8 DJ @ 16"OC I x 10 RIBBON BOARD weather or subject to salt corrosion in costal areas, shall be stainless steel o STRUCTURAL MEMBER ALLOWABLE DEFLECTION [] z hot dipped galvanized. PROV. H4 CONNECTOR ° Rafters having slopes greater UI 80 4. Where windows and doors interrupt wood structural panel sheathing and than 3/12 with no ftnlshed ceIII 2"X 8"ACQ LEDGER BOLTED TO HOUSE FRAME WITH 5" ___z f ;2- 2x8"ACQ GIRDER siding, framing anchors or connectors shall be provided at the top and bottor attached to raftersQ of cripple studs, header studs, and at least one stud at each side of opening Interior walls artttions H/I 80 HANG D.J. f'SCREWS E I I O.C.; BOLTED THRU POST T z Floorgt agtered cella s {,360 HANG D.J. FROM LEDGER WITH (2) -�' CAR.RIAGE BOLTS SIMPSON LU28 CONNECTOR 5. Ridge straps shall be attached to each pair of opposing rafters except whre All other structural memeber5 L1240 collar ties of I xG or 2x4 lumber is located in upper third of attic space and Exterior walls with plat5ter or 1-1/3 Go NOTCH POSTS FOR GIRDER attach to each pair of rafters. Exterior flrnsh q G. Uplift connectors shall be provided at each rafter bearing. Exterior walte-wind loads with U24o m CONNECTOR N ARU44� CONNECTOR(PYP) brittle finishes. 7. Floor to floor hold-downs to be provided every 48, and every I G" within ) Cxtertor walls-wind loads with UI 20 ��OF EW Yn 7. exterior corners. flexible finishes G"X G"ACQ POSTS N I �P����?��F,•���� SONOTUBE W/ POU D CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONCRETE FOOTING 8. 5111 Plate to Foundation Anchorage: 5111 plate shall be anchored to the , �J, 7 W II II 't GROUaiD 5Pd0'•h,�LOAD 20!b5 20"x 8"d. (TYPICAL ALL) �- , � � ° +1 W foundation with anchor bolts having a min. bolt diameter of 5/8 and 3 x 3 z 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 BA51C WIND SPEED l 30 moh F inches of each end of each plate. Anchor bolts shall have a minimum embedrrnt ."xpo3ure Cate or BUILDING S ECT I O N II EII ~ F T Ip�1P of 7 inches in concrete/masonry foundations. Anchor bolts shall be located 55SMIC DESIGN CATEGORY e -S within 12 Inches of corners and at spacing not exceeding 4 feet on center. PAGE: A'EATHER+NG 5 =R= SCALE: �" = I'-0" 4 FROST UNE DEFT--i 3, C TERMITff "10D RA-E-Q CE BARRIER R—PQJIKffD YES7