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HomeMy WebLinkAbout46532-Z �O�OS�Fg�L'�coG Town of Southold 12/7/2022 a y� P.O.Box 1179 53095 Main Rd 4b ��o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43659 Date: 12/7/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 745 Golf View Ct.,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-132 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2019 pursuant to which Building Permit No. 46532 dated 7/1/2021 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 living room,bedroom and bathroom to existing single family dwelling as applied for. This Certificate of Occupancy replace CO Z-43466 issued 10/1/2022. The certificate is issued to Benson,Dulcinea&DeCarlo,Frank of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46532 5/25/2022 PLUMBERS CERTIFICATION DATED 6/9/2021 �e\omrn A 0 iz gnature o�oStlFFOC��oG�, Town of Southold 10/5/2022 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43466 Date: 10/1/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 745 Golf View Ct.,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-132 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2019 pursuant to which Building Permit No. 46532 dated 7/1/2021 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 to an existing single family dwelling as applied for. The certificate is issued to Benson,Dulcinea&DeCarlo,Frank of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46532 5/25/2022 PLUMBERS CERTIFICATION DATED 6/9/2021 scomm ut ori d ignature ' TOWN OF SOUTHOLD �o�OgUFfQL��=� BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE 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#: 46532 Date: 7/1/2021 Permission is hereby granted to: Benson, Dulcinea PO BOX 2022 Shelter Island, NY 11964 To: Make additions and alterations to an existing single family dwelling as applied for. Replaces BP# 43887 At premises located at: 745 Golf View Ct., East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-132 Pursuant to application dated 7/1/2021 and approved by the Building Inspector. To expire on 12/31/2022. Fees: PERMIT RENEWAL $413.00 Total: $413.00 Building Inspector �,nszf aF ' TOWN OF SOUTHOLD ��� co ; BUILDING DEPARTMENT C3 -- (al-s! ' TOWN CLERK'S OFFICE ! . 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#: 43887 Date: 6/19/2019 Permission is hereby granted to: Benson, Dulcinea 84 White St Apt 9B New York, NY 10013 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 745 Golf View Ct., East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-132 Pursuant to application dated 5/20/2019 and approved by the Building Inspector. To expire on 12/18/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $776.00 CO -ADDITION TO DWELLING $50.00 Total: $826.00 Bui I11spector 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 cqmpleted 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Properly: 7�'J� &V Aii-tJ 6-1- House No. I- Street'. Hamlet 6 Owner or Owners of Property: �� if CIM z IC �005 6-VI Suffolk County Tax Map No 1000, Section 3 d Block Z Lot /3 2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificat . (check one) Fee Submitted:$ .pplicant Signe, pF SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • aQ sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 OI�CQUIV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dulcinea Benson Address: 745 Golf View Ct city:East Marion st: NY zip: 11939 Building Permit#: 46532 Section: 30 Block: 2 Lot: 132 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Electric License No: 953ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 25 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Baseboard Heater, Mini Split -2 Notes: Two Story Addition Inspector Signature: Date: May 25, 2022 S.Devlin-Cert Electrical Compliance Form sool�Qlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 G ® � Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: June 9, 2021 Building Permit No. 46532/43887 Frank DeCarlo/Dulcinea Benson Owner: (Please print) Plumber: h5mm ryl (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. ((- (Plumbers Signature) Sworn to before me this 2 . day,of 20--"� r t Notary Public,_ C__County SAMANTHA M.NUCCIO Notary Pubflo,State of NewYork No.01NU6411607 Qualified in Suffolk County Commission Expires Novemt�er 30, SOGIy� # �# 'TOWN OF SOUTHOLD BUILDING DEPT. co . 765-1802 ' INSPECTION [" F NDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ FRA /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY,' [ ] . FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .. DATE ' INSPECTOR �L4j Y F SOU _---- # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 : 1=NSPECTION FOUNDATION 1 ST- [ 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 REMA S: c o/ 1 /11 DATE - INSPECTOR t pF SOUTyp�o �7 V v V�_ # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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 REMARKS: o 'fC — DATE INSPECTOR V� OF SOUI�O * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourmN�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] OUGH PL13G. [ -] .FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] TIREPLACE & CHIMNEY [ ] ;FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL?(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: = v1 "�&A a DATE INSPECTOR pF SOUTyO6 �l/ -7 _` S # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Chn n ol 441G ��/ y, afol v k r C.qA& L DATE INSPECTOR t - rjf SO -7 Li r * # 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 [ ] P E C/O [ RENTAL REMARKS: c%�� � '► DATE INSPECTOR ti0 �O * # TOWN.OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [✓] FINAL "b q�S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (64. � P py-1 V- 1- DATE J �'I�a� INSPECTOR ENGINEERING June 7,2022 RE: 745 Golf View;Permit#43887&43888 DeCarlo Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the foundation footings and walls for the house and the garage for theabove referenced project I certify to the best of my knowledge that the damproofing and the placement of the concrete are in accordance with New York State Building Codes. NE - S BOARD BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPHOQ FISCHETTI.COM FISCHETTIENGINEERING.COM 631-765-2954 1 725 HOBART ROAD SOUTHOLD , NEw YORK 1 1 97 1 _�r _� � �-t s, t ^'�� � 1 �:' i •q� +--• :: '^ ,�,t '!C ¢ �=�=� �, -�ww ... .. , �. .�" 1 ♦ .I'� ...._ � / .r ,,,. t z I� I �. „:, e�, # �_ >• ,.� � � T sr�r� 'gid.. ;�+' ''�. � I 1 / I I +� s rf�.. 4� K r -odic- jw1r m M Ilk loop AS- y- .fit y,,,.1�p•�•w ,yam, ."-� �' .+'�"y'9._ , r . . . . . .... . � / \ ) � �\ . . � «<{ 2t » » , � � .` \� �� � /� \ � +\ ��k !� \� /� � \ \ . �\ . !% �� . a§ \� . \ �* #/ � �|�� . » _� � } ¥ �� ��+ � \«� � \ � / /. . ��y\ . \ 2 /{ 4 . »� : y� & t • • • - • FOUNDATION --------------------------------- FOUNDATION © ' 71 •" �►:' tea'"'`' ROTJGH FRAMING �� '� PLUMBING r' relifuM Awl MY MSULATION PER N.Y. s CODEi 11 mak&I Mole"m — Im MAS, loll 1�1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL '-�ard of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-9 02 r� � Survey g Board approval FAX: 631 765-9502 / Survey Southoldtownny.gov PERMIT NO. '`,&heck "�ptic Form 'NY.S.D.E.C.' 'T-Kustees Application til �od Permit', Examined 20 2Tg �ngle'&Separate �A� 2 Ess Identification Form St rm-Water,Assessment Form Contact: Approved PP �20 Disapproved a/c Phone: G31 `7Gt7 �2�/ Expiration ,20 uilding Ins ect r APPLICATION FOR BUILDING IT Date ,.. , 20J_7 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 ofbuildings 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 1.2 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 Yor and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for m, al or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, ou • g code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signat I re of applican or name,if a corporation) (Mailing:addiess of applicant). State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises f i/�Yl,� (JQ �/ '�y �J fi/&Pv� gail SC"� (As on the-tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. SO'F�- CO 20 —4-25 " f�� Lt Lo Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work ww! /Jl�b�e�djp�ne: House Number Street ` Hamlet County Tax Map No. 1,00W Section ��� =`Blocic:.;,,,, Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check;which applicable): New Bu Addition Alteration Repair Removal DemolOther Work (Description) 4. Estimated Cost /00, DDD Fee (T&, e pai on filing this application) 5. If dwelling, number of dwelling units Number of dwelli unit on ach floor If garage, number of cars ki- 6. If business, commercial or mixed occupancy, specify nar'�aicfietent of each type of use. 7. Dimensions of existing.,structures, if any: Front`S Rea 5' Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase l)?e 2017 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO,&Will excess fill be removed.frorn premises?.YES NO,A 1 )VI- 14. Names of Owner of premises fR�L -61MO Address lO Phone No. 112. "938 "62117 Name of e it ec -3O 5 . 6o4 ?9'• •Address t7Z5`A Phone No 63!'--ZT-295"9 Name of Contractor iA- t (76%S f a Address -Phone No.63/- 77-072p 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300.feet of a tidal wetland?* YES.. NO K * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate'foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0 7K) - t)STk 66C)'d �{ ! being_duly.sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the u` (Contractor, A ent, Corporate Of icer, etc.) ; of said owner or owners, and is duly authorizeAo 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 bes is owledge and belief; that the work will be performed in the manner set forth in the application filed therew' h. Sworn to before me this day of V��a' 20 TRACEY L. D ySnWYER- Notary Public NOTARY ELIC,STATE OF NEW YORKture of plic nt NO.01 DW6606600 QUALIFIED IN SUFFOLKCOMMISSION EXP RE5 COUN�! _L11" 4f Fat DEPARTMENT- Electrical Inspector 4 2021 TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �qi ephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: zV I D Company Name: , C- Ca+ V e ukri c Name: ve_ iVy,L,4.tJS License No.: q c ,5 2, M� email: Valgo, 62-0 Phone No: 31 -dl �4�3 E]l request an email copy of bertificate of Compliance V Address.: L A\l vV v1 01/� JOB SITE INFORMATION (All Information Required) Name: PONIc, -De avi 1 0 Address: 67 O)AA.(f W C4- Cross Street: Phone No.:: Bldg.Permit#: email: Peowkckeq , y7c+ Tax Map District: 1000 Section: d Block: Lot: BRIEF DESQ PTION OF WORK(Please Print Clearly) 181('/1'( 4 4 WJA) , 1! 71 D 0 J Check All That Apply: Is job ready for inspection?: F1YES E]NO [ZRough In E]Final Do you need a Temp Certificate?: []YES ®NO Issued On Temp Information: (All information required) Service Size F-11 Ph F-13 Ph Size: A #Meters Old Meter# D New Service n service Reconnect [] Underground F1 Overhead # Underground LateralsE]l F]2 E]H FrameElpoie Work done on Service? Ely ON Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 0� y� e�FEQ( 19 BUILDING DEPARTMENT- Electrical Inspector f�4$ _ .s 4 2021 TOWN OF SOUTHOLD i Y L Town Hall Annex -54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502. rogerr(Dsoutholdtownny.clov seand(a�southoldtownny.gov APPLICATION,FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All - l Information R equired) Date: t f I CrCom an Name: tIJtij C D � Name: t/2 ( a License No.: 5M email Phone No: -al U -�4�-3 ❑I request an email copy of bertificate of Compliance Address.: I a j C �1I-v, C V�v2 � �v�' )� 9 JOB SITE INFORMATION (All Information Required) Name: Rd, C, eC�(/� (� Address: 67 p .e W C Cross Street: -�- Phone No.:: � '� - �� - v�� Bldg.Permit#: -L 72 `465� � email: _�q��c�ii° Q � Y]e. Tax Map District: 1000 Section: Block: Lot: BRIEF DESA IPTION OF WORK(Please Print Clearly) 1A 4 4 d'r Check All That Apply: Is job ready for inspection?: OYES ❑NO [Rough In ❑Final Do you need a Temp Certificate?: DYES ®NO Issued On 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 PERMIT# + I Address: Switches Outlets GFI's Surface Sconces H H's I UC Lts Fans ' Fridge ` HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC ,� AH Mini Special: Comments: V i k„4 %jFIQx�© Town Hall Annex Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ,�I l`y' I '7 Owner: �n 1C ��C-�/� 'Jo:� C I n bac. -? s�J►� Location of Property: '� e3I� 210 r7� Please take notice that the (check applicable line): New residential structure ✓^ Addition to existing residential structure-- 6vVQ5 'hhvs/ 1F ►� �� ��` Rehabilitation to:an existing,residential structure f: 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). Floo nd roof framing (FR) Signature: Name (person sub,, itt' ,g this form):. h 5 G�0#7 lDL Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER gammas REFLECTIVE RED,. ROMAN ALPHANUMERIC `,PANTONE r DESIGNATION OF'CONSTRUCTION (PMS)#187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4;. , 112"STROKE _-- --- —------ ..... .DE'SFGPYAfiFCEN GOMP.ONENT,S THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOUR AND.ROOF FRAMING TRUSS.IDEN IFICASON.SIGN C ONPUANCE VVITH 19 W.CRR PART,126,5,A140rMSCAM CODES DIVISION B AI FLE-TRUSS IDENTIFICA-TION SIGN DATE:03/08/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT r. -N AND. A D�If I N [S T RA T I O iDEPXf2X!¢EFIO�SE�I}s Scott A. Russell � S�FFa,� ST'ORIMMA-T]E]E, SUPERVISORv, I�WAN A\(G�]El�W ENT . z SOUTHOLD TOWN HALL-P.O_Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 i! q d- Town of So u th o l d CHAPTER 236 - STORIVIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT. INVOLVE ANY OF THE FOLLOWING— (CHECK ALL THAT APPLY) r . i - ❑(U A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j ❑(21 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ® pry zr on ori slopes wl h e d I(} f eet vertical rise n_ 100 feet of horizontal -distance. - E D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑[Z. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. i. ®Q 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 Tour Building Permit Application. APPLICANT; (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.1�A. 100 �'te District NAME: &66eph Rsc a- PE 36 _Z_ 13 'Z 5-go-o e.> Section Block Lot �(c FOBBULDl�iG Dk=PAR"I ijN-1 N F USE ONLY :`" Conlan Information v 3 __—�`�'�?-a��__-- Reviewed By: gale: 5-2(3_lq Property Address /Location of Construction Work: -- -- -- —. --- .--.. -- -- — — — -- . —• - '=_ -7�^ 6e)rf o�u CJ_ Approved for processing Budding Perrnit. -...`.__..._.__..____.._-....._.__._..___...— F1:1 tounwater 1'v)a1tagen-te ni Control Plan;.tic: Regt:ircd. -.._._..._._.._..._-_....____._............_.._.`____.l_.._. 5torr�water svlanagement Cc;riro! Plan is Required, :r or vv, io Ertgttwcriitg Depa m icnt tar Revie::.i i APPLICANTc S.C.T.M.*• 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) a 30 Z X32- Stormwater Maliagemeii.t Control Plan CHECK LIST ase 7 gic/W GT! � Section ' Block. Lot S M C P -Plan Re utrements: Provide ONE copy of the Building Permit Application. N ME: P q P, p. YF+nc VrW ,f Date: y� The applicant must provide a Complete Explanation and/or Reason for not providing all Information thk has been Required by the following Checklist! „t,,,„v r.ww:�n�men 1: 'A Site Plan drawn to scale Not Less that 60' to the inch MUS If You answered i\to or NA to any Item, Please Provide Justification H 'e! YE NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: Y P " f' a. Location& Description of Property Boundaries b. Total Site Acreage, l c. Existina -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 92315-1702). d. Test Hole Data indicating Soll haracteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing &Proposed Contours of the:Site Ninimarn 2lntervals) Si g. Location of all existing,& proposed structures,roads, ! ` driveways, sidewalks,drainage improvernents&utilities. h. Spot Grades & Finish Floor Elevations for all existing'&. ; proposed structures, I. Location of proposed Swimming.Pool and discharge rine. 1 •. Location of proposed Soil Stockpile Area(s).' X k. Location of proposed Construction Entrance/Staging Area(s). , I. Location of proposed concrete washout area(s). Nd fe C M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing 1 that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details E Sectional Drawings for Stormwater practices are required for approva Iterns requiring details shall include but not be limited to: a, Erosion & Sediment Controls. I b. Construction Entrance& Site Access, C, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) _...._. ............ ... ._...:........._........................ _.. -_..._._ .... .._,_... ... .. . . ICOR ENGINE-EKING DEPARTMEN'1' USE ONLY 1. Additional Information is Required. Reviewed & I ® Storm;water Management Control Plan is Not Complete. Approved By: - - - — — - - — — — — — — — _... _.._ — — — — — -- ® Stormwater Management Control Plan is Complete. Date: 1 SMCR has been approved by the Engineering Department. 1 FORM ' SWCP Check List -TOS MAY 2014 N 67'2840'E 126.100' N 68'38'20"E 364.310' ------Ea=rnrF '{1' Ilm WAD un' 'Lanuaz mr11.v1•.�g dn,nzynrlronAvV,f„mu o II'.-DLSC. CALULAr1ONS' SIZE PR(TyWlf/ I :N GAR.S,GAR •9MSi'X,Srli'1`1IF(7'1/2.'-I CI`Wf-.%41' flum-'e'111A ' ;NEXIB(.IDE AND f.175'.CCIDH,E,;SFXY112-/•t�CFlU12CIIYF IUEEP,6'biA IIYIIOAUI\G i - -•- ---`-' :- -, ,\ ti s sAnnmoN >”.5millyJt,gwd 4DEEP.61 A A' .VADDIT04.,`- n1y0v�1CUnRm1 a DEEP,e'DIA 1120 LOAD 3 S LXLST,IISEING ANII CO.NNELI OR •7J7 SFX I'll rt-lit CF//111 C'FIVF-.1Yt YUMP.3 DIA IIgI�rO 2u >mwo rvyaa pm.'m ` `• C 6I'D38116 I'LAC'E).5 Rwct ' t !lNalDnanL .'\'fib RAINCARDFti t16V SF X2'llr.lY3 CF EO410'UCI`RLWOV/AJ_2415i IIEX 201OR LO.AOILT" 'o35FIIOR I rDCJRE3S10V:SAY IIx t7 Z al tYX2a T'd .O '\ r.� I\STALLPF.AftIRATOEII PIPRIII IncPENNE RAIN W.ITFR.ENDAITDI �Imn NxalnFW - ~e`u� - �. Rn1:R FILL W?I,NLCIIKO'TO N.411\'Y SOIL- � - - - - w-:------------- 4 OPnOV A IORSOUTIIFIDEIL/'UEEP.Y DIA' ji I3 DRY WV115OPTION R.RAV:II.SIUIFaV I{;re&na.11 W 1 p L I \'KIN vl �.+ [NIRAN[C S 68.59'00"W 478.350' °`.°Y`�0cliwR�,Tw.:or°®urnm.Iv.rouro.m GH4 mulm'�.v oxmMeo..ocovvrn- wnwrc r<e uoA"�"wa.Yo.'�°K,amwn`nrina SITE PLAN pr vaY I 5 _ 1N SCAIat'•!0'O' X u aEY'�fBda � I 3 Pa%e�6011Mo W,In�m'�ra!lsil 0 YI,DtINa[RxaKPax.aaR7D man®�n4eGir[CI! MAIN ROAD(NYS RT.25) BENSON STORMWATER C4LC�ILIaTI0N5 SITE DATA SCTM 100030.2-132 w/xx.D vv..nans,.ana.,z m. alu naeYuax ru xa.m .�uu`� -euV wawa! rw�z.„ ssxlzv :nra.., w,arnutvrc a v.r•a,we. wln.v vsl end„una.a. e,s,weviu n.amv 6TORMWATERMANADEMENT xnv .xun •aun 'n C.rnru na*.zgwuu nxav 11w 1 wl.xnelu:!vuwanay..nw.v a wu studlo alb eroMteots �.ess+�; niilo Ino c.nlw c.rn.wac luv ocmm ncv'm en wwv.nm.t aw.Na 1ma•o ME. 11ev ai axa 1aa v.rrAw+.wl/.x» wu m,.amaue.w.mae. li�� Arn Dan wanml.n..ewr e +na.u�xrav v nnucul wr.u.� sea.a .ulm.la..: w emul va.m not row nwv un valura asa.m INFORMATION TAKEN FROM A SURVEY GY WILLIAM R.SIMMONS,SURVEYOR DATED 12/13/17 °1 D0ldnea Benson 8 StorfTlwater Layout Frank DeCado PralWiamle 21237 -IU11/2021 fm°0p'oauv'mme0paaliaaeoo ""!I DB caera.e ey IlA l'l 2b G �oR_My�AAERLAYDUT C.01 ' rC.�.lwazv�rm i I I v SURVEYED FOR: DULCINEA BENSON & FRANK DeCARLO LOCATED AT: EAST MARION,T/O SOUTHOLD,SUFF.'CO.NY. LOT: 1 - -l6 cn MAP OF: "MINOR SUBDIVISION OF GOLF VIEW" 0 S.C.T.M'.# 1000-30-2-132 o N N SCALE: 1 '1=50' POR 6a°3a� m y � b��c .n .\ 00, e�a" 59 v+�a NOTE: w\ 5 �\ D ctures shown with dimensions and osed Uproperty line setbacks �P`vO\v 2g�01 v # '\ O ion of subsurface sanitas ary are l as °astper owner info and/or Architect design. sgOV s °° \ No\ ma�o 5 eP G\ o \` m�� coy ' OSS T CP 2��0 5iy o N 0100 r0Ag, `J o m°"to vd, 56 g8 X2p.G� �� = ,. 2 2 6 0 �'�� r o * 6vdmSV ep elver" �z\ �Pl e�° PP` Nc3� N! sip�a\\te� \ m �0 6$ OT o_ S m2 4 NSG 0 0o T � REVISED 0 2 04-30-2019 �O� FILE# 52528 Z WILLIAM R.SIMMONS 3RD.L.S.P.C. n 128 CARLETON AVE, EAST ISLIP,NY,11730 PH 631-581-1688 FX 631-581-1691 DATE:12/13/2017 SCALE:1"=50' DRAWN BY:E.S. NE r C`� civ � 77006 A 'M�SSIONA 12'-0" 0 U Bath 3'-6" 8'-2" C? is N As-Built Bathroom Layout Benson Residence 745 Golfview Court, NY Prepared By Tiderunner Engineering & Design, PC FISCH, )LE T T 1 NG' IN {E'ERING May 17, 2019 Southold Building Department Main Road Southold,NY 11971 RE: Building Permit for 745 Golfview Court, East Marion This is just a quick explanation of this permit: The client contracted a modular company to provide two building that are normally garages. One structure in the attached plans is called a garage with a dormer. This will be used as a Seasonal Guest House and will be attached to the main house. y The second garage will be a 3 car detached garage. I have attached my plans for the attachment structure,which contains a full bath. The plumbing for the bath will be connected to the existing main house plumbing. If you have any questions about this matter please do not hesitate to,contact me. Very truly yours, Jo a Fischetti,PE BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH(- FISCHETTI.COM FISCHETTIENGINEERING.COM 631,-765-2954 1 725 HOBART ROAD SOUTHOLD , NEw YORK 1 1 97 1 Verity, Mike From: DULCINEA BENSON <dulcinea.benson@me.com> Sent: Saturday, December 19, 2020 4:53 PM To: Verity, Mike Subject: 745 Golfview Ct East Marion, NY permits extension HI, We contacted your office last week about extendi.g_p.ermits 43888 and 43887 at 745 Golfview Ct East Marion NY.We were told to email you and we could ge a 6 month exTemsi.on.. Pease let us know if anything else is required. Thank you. Best, Frank DeCarlo Dulcinea Benson Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Generated by RESchec►c Web Software Compliance Certificate Project Decarlo Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,296 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 745 Golfview Ct. Dulcinea Benson Shed's Unlimited East Marion„New York 9178386217 7174423281 dulcinea.benson@att.net office@shedsunlimited.net • • • LIA trade-off Compliance: 10.7%Better Than Code Maximum UA: 215 Your UA: 192 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate or energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1:Cathedral Ceiling 864 49.0 0.0 0.022 0.026 19 22 Wall 1:Wood Frame,16"o.c. 1,200 20.0 0.0 0.059 0.060 54 55 Door 1:Glass Door(over 50%glazing) 20 0.250 0.320 5 6 SHGC:0.25 Door 2:Glass Door(over 50%glazing) SHGC:0.25 64 0.250 0.320 16 20 Door 3:Glass Door(over 50%glazing) SHGC:0.25 64 0.250 0.320 16 20 Door 4:Glass Door(over 50%glazing) SHGC:0.25 64 0.250 0.320 16 20 Window 1:Vinyl Frame 14 0.280 0.320 4 4 SHGC:0.25 Window 2:Vinyl Frame 14 0.280 0.320 4 4 SHGC:0.25 Window 3:Vinyl Frame 14 0.280 0.320 4 4 SHGC:0.25 Window 4:Vinyl Frame 14 0.280 0.320 4 4 SHGC:0.25 Window 5:Vinyl Frame 14 0.280 0.320 4 4 SHGC:0.25 Wall 2:Wood Frame,16"o.c. 464 20.0 0.0 0.059 0.060 22 22 Project Title: Decarlo Residence Report date: 05/31/22 Data filename: Page 1 of 10 Gross Area Prop. Assembly or Cavity Cont. Perimeter Window 6:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Window 7:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Window 8:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Window 9:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Window 10:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Window 11:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.25 Floor 1:Slab-On-Grade(Unheated) 120 10.0 0.640 0.700 0 0 Insulation depth:4.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi g has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandary quirements listed in the REScheck Inspection Checklist. _ j Name-Title natW Date }t Project Title: Decarlo Residence Report date: 05/31/22 Data filename: Page 2 of10 w N 67028'40" E 126.100' N 68038'20" E 364.310' Cid SILT FENCING 4' DEEPf8'.DIA H2O LDAD DW I SOIL �� --I B ---__ I XV LOCATION 4'deep,6'dia H2O loading ,- ` '``\ \� driveway to north of house O LP DESC. CALULATIONS SIZE PROVIDED - A ,�\ LO r r r �_ii:... '� r '- �_-, . , WDW BILCO W I N GAR + S GAR 864 SF X 2/"12"/"=144 CF/42.24 CF/VF = 3.41 4 DEEP, 8 DIA J WELL DOOR '"E'� ^j 2 N EXIST. HSE AND CONNECTOR 737 SF X 2"/12"/'= 123 CF/42.23 CF/VF -= 2.91 4'DEEP , 8' DIA H2O LOADING I O 3 S ADDITION as originally designed T DEEP, 6' DIA 360, 36.0' 4 N ADDITON as originally designed ned 4' DEEP, 6' DIA H2O LOADING PROPOSED \ Uj ~ 5 S EXIST. HSE AND CONNECTOR 737 SF X 2"/12' '= 123 CF/42.23 CF/VF -= 2.91 T DEEP , 8' DIA _ o EXISTING 2 STY s, O W o PROPOSED CONDITIONED FINISHED UN12.0' OPTION TO REPLACE 3 + 5 I N GARAGE N HABITABLE SPACE o FRAMED HOUSE WDW i ctic O 4' DEEP I WELL I O I \ 0 LOAD 1z.o' RAIN GARDEN 1169 SFX 2"/12' = 195 CF FOR 10" DEPRESSION/.833 234 SF (12 X 20) OR r � ST 195 SF (FOR 12" DEPRESSION: SAY 12 X 17 W _\ J �. P.OPOSE `� ' a I r r --. 4'.deep,6:Ilia LL \ J O z 12' X 24 �, \ { A %r.' �. ,' WOOD WALK I O I N INSTALL PERFORATOED PIPE TO DISPENSE RAIN WATER, END WITH OOL _ - —LP \ ROCK FILL CONNECTING TO NATIVE SOIL CONCRETE opton B rain garde '\ B 20 V H R WASHOUT , r r - r �� j V r 4 deep,8 dia �` c/ /� O \ - D � IN 2 - J-, ccLW Z o Iz SILT FENCING V) 0 N N LU Z o Ln O OPTION A FOR SOUTH SIDE:(2) T DEEP, 8' DIA �' DRY WELLS OPTION CATCH I m B: RAIN GARDEN (preferred) I BASIN B I O Uj I I O D W o OCT 2 2 2021 ° 00 z BUILDING DEPT METAL TOWN OF SOUTHOLD Z GATE _ _ _ ELEC. OU MTR. 6'x6'FRAMED r , CONSTRUCTION WATER PUMP ENCLOSURE POLE POLE ENTRANCE 0 S 68059'00" W 478.350' H Y So' RIGHT J SITE PLAN OF WAY w SCALE: 1" =20'-0" -j Q �`��5 yyr� (� •�� W -�-� W � 50' MIN. � z ' BUT SUFFICIENT TO KEEP '^ Z '^ SEDIMENT ON SITE � � -o"x.c. Q N MAY BAIL AND/OR 1 SILT FENCING MAIN ROAD ( NYS RT. 2 x5 ) z0000 � Or UJ g p, 0 �o� F o -------------------------- - a� W (n � � i BENSON STORMWATER CALCULATIONS SITE DATA SCTM 1000-30-2-132 p PERSPECTIVEVIEW Of GARAGE 864 SF x 2"RAIN/hr 144/22.33 USE(1)6 FT dia X 8 FT de -C- LOCATION AREA LOT% EXCAVATION FILL 24'X36' -- 144 CF =6.44 LF DRYWELL PROPERTY 98,282 SF 2.256acres 36"MINIMUM2 2 - - \ZCONS-rRUCTIONTRANCE FOUNDATIONM ACTED Q)Q) FENCEPOST 30N En DY. ISEO.T.P OVEDNA .DISTURBANCE 22,000 SF -FILL1 - - HABITABLE SPACE 864 SF x 2"RAIN/hr 144/22.33 USE(2)6 FT dia X 4 FT dee -A- WOVENRENCE 24'X36' =144 CF =6.44 LF DRYWELL EXISTING HOUSE 1320 SF 1.3 6 640F) PLAN VIEW MAIN HOUSE 1320 SF x 2" RAIN/hr 221.6/42.22 USE(2)8 FT dia X 4 FT dee -B- BREEZEWAY 144 SF 0.1% 21 CU.YD. 5 CU.YD. FILTEROTH Z 24.4'X54.5' =221.6 CF 5.25 LF DRYWELL GUEST HOUSE 864 SF 0.9% 136 CU.YD. 40 CU.YD. N DRAWN BY. JF SLOp� I GARAGE 864 SF 0.9% 136 CU.YD. 40 CU.YD. r --flI DRIVEWAY 4000 SF x 2" RAIN/hr 666.7/42.22 USE 6/18/2019 EMBEDLTEROTI-I RAOF R 0 A D I EXISTING GRADE 40'X25'=1000SF /D - - DRYW=666.7 CF 15.9 LF (4)8 FT dia X 4 FT deep MIN.6"INTOOUIND 12'X250—1320SF ELLS (SEE PLAN) 35 CU.YD. 10 CU.YD Z 30N ENCONSTRD CTAITOEO.T NTRANCE PROVEDC ADATIONMPACTED SCALE: SEE PLAN 4" MAY HAIL AND/OR FILLIS"in.)OVEISTINGADERAINAGE. SILT FENCING TOTAL 3192 SF 3.2% 328 CU.YD. 95 CU.YD. NOTE: MAXIMUMAINAGEEA CROSS SECTION 1 REONEARET INFORMATION TAKEN FROM A SURVEY BY SHEET NO: WILLIAM R. SIMMONS, SURVEYOR DATED 12/13/17 SECTIONT&L TEMPORARYNSTRUCTIONTRANCE S I LT F E N C ETAI LS SCALE:NTS 0 SCALE:NTS --------------------------------------- n ------------------------------------- ------------------ -------------------------------------- W 1 ' O 1 , 1 I i � 1 I 1 1 1 ---- 1 , , 22 � � 1 � 1 1 s"pc wAll W/ ; 1 8"X16"FTG. UNCONDITIONED FINISHED 1 1 •----_1 - _ 1 ------ 1 HABITABLE SPACE I ------- ' BY n,--o---D�--- a-to- -�.--��---- - - - - - - - - -- — - — - — -— - — - — - -- - - ,I , I, - — - — - — - — - — - — - — - �---0-- - — - — - - - w w , (4)#S BARS 1 EPDXY OR MORTAR ---- -----Ir-i------- tl---- ---- i INTO CONCRETE Ir----------71 2 2 (TYP) 2 2 1 1 1 1 ; 1 1 0 ; To BE POURED PROPOSED MAIN HOUSE P4 O •- ---ArSArorTiFAr-- ------------z,rST EF6WkkA5r----------------1----- ---------- EXISTING W • 1 1 ' V1 , 1 , r 1 i cz (4)#5 BARS ; 1 EPDXY OR MORTAR 1 i INTO CONCRETE ' Z -----------------T-----------(Typ) -- v' 1 i n 1. � ' 1 77,�_________________ ____ _______-______-_-___-_--_-_.._-_-_.._-_��--___--___--_-_-- ____----_--__---____-_---__-___-____ ____-_----------_---------------------77f7--- 8"PC WALL w/ uj pq O H 8"X16"FTG. ; �/^` 1217 O 1 i FOUNDATION PLAN SCALE: 1/4" = 1'-0" W E--4 V _ W Z I O1 1 12 r0" 1 O 1 1 UNCONDITIONED FINISHED HABITABLE SPACE _ ; EXISTING MAIN HOUSE BY OTHERS `/ O 1 8'-2Y2" 3'-611 2 2 1 1 1 I 1 1 1 � 1 '2'-4" MJ - o ' , N ------ -------1------------------------- ----- ------- -----------------,--_-_-___ii ----- ---- ---------- 1 1 1 PROPOSED 1 1 1 w 1 1 -�-� z 8'-1113/1"x 2'-OY" � A34-3 Z Lo 1 W r� •` ' C-0 O N 1 Lo1 FLOOR P LAN ct� z m -r i4 SCALE: 1/4" = 1'-0" •— O 2 2 ------- &5 0 D M (n Q: O c� w U) u- O ry I � i PITCH 2X12 @16"OC R49 DRAWN BY: IF R20 R20 �— _ 6/18/2019 or 4"CONC.SLAB O �• t•' GUEST HOUSE COMPACTED 18"DROPPEDSLAB o Q �� SCALE: SEE PLAN 4r_Orr TIE INTO EX.WALL •,�> t- BY OTHERS FILL #S BARS @22"OC -----------8X 16 FOOTING --------------- - ---------------------------------- -- EXISTING HOUSE SHEET NO: :a �,� R101NSULATI80 Z'-0" 8"PC e CROSS SECTION A 2'-O" b b' O WALL •� COMPACTED FILL •1 4'• `" CROSS SECTION B — 2 2 SCALE: 1/4" = 1'-0" SX16 2 2 SCALE: 1/4" = 1'-0" FTG W c� ;Z)0 P4 w O � � oz , II Ill � o � 1 tl 11 Y ■ N It Y O IP4 1 ■ 11 ■ ■ N Ln I I R 11 R ■ R 11 ■ V 1 1 11 11 11 R R R 11 N 1 1 1 0 11 11 Y If 11 ■ 1 ■ 11 11 11 11 11 R v ) 0 I I 1 n u n n n n n LIVING ROOM 9'-11"CEILING w UJ ♦ 4jW Q) z -� zzLo J (c) � N QOOc0 •— Ozm � � (n 0 W � 0 (D � ILLO HOME INSULATED PER TABLE 402.1.2 OF 2022 ENERGY CONSERVATION CODE w REQUIREMENTS BY COMPONENT CEILING = R-49 O WALLS= R-20 .� BELOW FLOOR SLAB= R-10 DRAWN BY: JF 1ST. FLOOR PLAN SCALE: 1/4" = V-011 12/6/2022 SCALE: SEE PLAN SHEET NO: 14 w O o x LLJ o Ln a zOoo Ln TW3046 TW3046 0 DORMER EGRESS EGRESS H 1 I 1 1 1 1 1 1 1 I I ^ W 1 1 1 1 I I 1 1 1 A 1 1 1 1 1 I ON 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 A 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 HALF WALL 1 L _ 1 1 1 1 J 1 1 � 1 LL 1 1 Q 1 _ BEDROOM 1 9'1 CEILING - 1 , HALF WALLLD u Lo Ca7SD Co750 , w w _____________________________________________________________________._.________________________--__--_- LLJ � W Q) Z z � zLo 0) W (o SLOPED CEILING J X � N t� Lo z00C.0 0 0D LU U) o Q) 2ND FLOOR PLAN SCALE: 1/4" = 11-0" 0 DRAWN BY: JF 12/6/2022 SCALE: SEE PLAN SHEET NO: A- 2 r i 4co W i_______________________________________ —_____________—_____—_——______——_____ ---------------_—_ DAT_____________.-__ _____________________i �f I B.P. ## BIt�,. \� 327'- w.l-... 0 NOTIFY BUILDING DrC'ARTLIiENT AT 765-1802 8 Ada", TO 4 PM1 FOR TUE I ' FOLLO!"liN'G INSPECTIONS: 1. FOUNDATION - TVVO I;EQUIRIED •--------------- FOR POURED CONCRETE------- 2 2 2. ROUGH - FRAM!,NG 8, PLUIvMING ' 3. INSULATION �...� 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. s°PC WALL w/ ; I I ALL CONSTRUCTION SHALL MEET THE (� UNCONDITIONED FINISHED s"x16"FTG. ' 1 I I ' I� ti REQUIREMENTS Oe=THE CODES OF NEW HABITABLE SPACNEWo. o . �' a , - n D STATE. NOT RESPONSIBLIE FOR BY OTHERS I e ., - - - - - - }—p—� - - - - - - - - - - - - -+— ' � YORK ------- ------- - � � � I' � � '' �-- - - — - — - — - - - - '—p � - - -- - DESIGN OR CONSTRUCTION ERRORS. ----t --- - ---- ^/ W - -------,-; L—� (4)#5 BARS ; -- I ——-----I I I EPDXY OR MORTAR I � ---� --- --� -- r--'-- T , � o A. i INTO CONCRETE i 2 2 Ir--------- L------_J COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES �,,.� �--q I _ ' I o AS REQUIRED AND PON 91®i�S '�--- N MAIN HOUSE TAIIALMIA v W O TO BE POURED PROPOtED ' I ---- ---- ------------ r T 1---- EXISTING �1iGr ATSAKAETIME a' ST1�BdTTGRA6�--------------- , ---------• SO ( \ 1 U i� I I I I �;�r �r I I 9 t \i�,l� f' 1 S WNLTRUSTEES I 1 (4)#5 BARS ; 1 ' EPDXY OR MORTAR z INTO CONCRETE i 1 (nP ' p ev e . e V 4 V • I OCCUPANCY OR a W �, z _ - - n-- ___ , -- ---- ---- ----------------------------------- -------------------- ------------------------------------ ------------------------- ------, USE IS UI �i�� � I-UL W r`-1 a p 8 PC WALL w/ , 8"X16"FTG. ►CU VATa-�r.. IT CER I IFICATE t� � 121-0" 1 ,•• OF OCCUP�,N p d` FOUNDATION PLAN � --------- SCALE: 1/4" _ 1 _ " P=.�L UT ;: S = ,'s C S '- T 1F ICATION 0 LEAD CONTENT BEFORE t KATE OF, OCCUPA NOY n; -OER USED IN VM TER NOT v �:Y,Tc�EIti1 CfiLEAD. U EXCEcv GI= 1 W - PLUMBING ALL PLUMBING WASTE ; '\ A' R LINES NEED o 2 2 �, TEST IiJG BEFORE cOVERING ___ I 12�0" ; O UNCONDITIONED FINISHED HABITABLE SPACE EXISTING MAIN HOUSE BY OTHERS \/ 0 ^ 0 2 2 8'-2%" I 3'-611 2 2 I I ' 12'-4" _ 1 1 O I 1 I I 1 :' :-------- ------- -----------------1---------- ----------- --------- ; I a I I I PROPOSED I lil Lij4' I z IF7 77 7 811 20/ A34-3 7 I V/ I J IrX� 0 CV I _ z FLOOR PLAN I I m 0 (.0 SCALE: 1/4" = 1'-0" �- O `�, �` --------, o O (.0 W U) ........... 0 li I C � 1 PITCH /y Ci 2x12 @1VOC 0. 0525�`���'� ..:..slr t. R49 DRAWN BY: JF 2 R20 r;--- 6/18/2019 • Q a. I • • �! • oo .e. O 4 CONC. �•,, <.a SCALE: SEE PLAN ci DI GUES USE COMPACTED TIE INTO EX.WALL TIE INTO EX.WALL .D 11-01' BY 0 ERS FILL #5 BARS @12"OC A: 8X16 FOOTING - �'' EXISTING SHEET N O a•; :s HOUSE • • • •. — •D R10 INSULATION2'0" " t �'°• 2'-0 WALL °- d. o ,� CROSS SECTION A ..a WALL •1 COMPACTED FILL •1 ' e °•♦ m CROSS SECTION B 2 2 SCALE: 1/4" = 1'-0" d� e •p'va^ O 8x16 _ 2 SCALE: 1/4" = 1'-0" FTG N 67028'40" E 126.100 N 68038'20" E 364.310' SILT FENCING - - - CONCRETE WASHOUT I/ , - ,- ` - ;/ SOIL -_ I O B q �� ,' '\LOCATION ; ' O WDW ` ' 36.0' I Cn WDW BILCO WELL `� I ` • WELL DOOR \ , I ROP D O V o IAS 36.0' RAG E ' N Lu ' u PROPOSED 12.0, EXISTING 2 STY 12.0' - I d0' W N GUEST HOUSE o FRAMED HOUSE WDW WELL V CATCH I N uu z P11 Q I BASIN O z / K ST I 0--- ---_�, , PROPOSED` DW I '`` � BREEZEWAY\. WELL WOOD WALK I O lz �' v A Z O O � O �— I I LnC4h --_ ` � SILT FENCING � � � r -, / ONCR WA UT SOIL C LOCATION oG��� i Q �., p O p SILT FE NG N N , N T I (DI In/ O n I I i ���^/� I�-I C) I I O V J I I N W En CATCH I (y) O BASIN >- I Lu I 0 V I I I—� 00 I I [] o zI I 00 I I METAL I V) z GATE A O �C I — ELEC I MTR. r ' TR. `I/ 6'X6'FRAMED � CONSTRUCTION\ WATER PUMP O ENCLOSURE POLE ENTRANCE POLE S 68059'00" W 478.350"-- 1 o� 50' RIGHT u SITE PLAN OF WAY W SCALE: 1" = 20'-0" � Q N �, 0 L.L R LijW 50' MIN. z BUT SUFFICIENT TO KEEP cq 18'-0"X.C. SEDIMENT ON SITE z Lo HAY BAIL AND/OR I SILT FENCING �/ Q N _� MAIN ROAD ( NYS RT. 25 ) v Q x Lo GRADE a w O 0 co W zm = � / W � I y { f O (--- M W0cy) 0 co ^ O� co 0 -------------------------- � � 0 � r � j °� BENSON STORMWATER CALCULATIONS SITE DATA SCTM 1000-30-2-132 -� PERSPECTIVEVIEW 3 0 o GARAGE 864 SF x 2" RAIN/hr 144/22.33 USE (2) 6 FT dia X 4 FT deep -A- LOCATION AREA LOT% EXCAVATION FILL 24'X36' = 144 CF =6.44 LF DRYWELL PROPERTY 98,282 SF 2.256acres 36"MINIMUM2 2 I \zCONSTRUCTIONTRANCE FOUNDATIONM ACTED FENCEPOST 30NEENDY.ATEO.T.PROVEDC.A. DISTURBANCE 22,000 SF - - - _f7c4 , FILL18"in.)OVEISTINGADERAINAGE. i GUEST HOUSE 864 SF x 2" RAIN/hr 144/22.33 USE(2)6 FT dia X 4 FT deep -A- WOVENRENCIE 24'X36' = 144 CF =6.44 LF DRYWELL EXISTING HOUSE 1320 SF 1.3% 6 6-10F) PLAN VIEW MAIN HOUSE 1320 SF x 2" RAIN/hr 221.6/42.22 USE(2)8 FT dia X 4 FT deep -B- BREEZEWAY 144 SF 0.1% 21 CU.YD. 5 CU.YD. FILTEROTH Z I CNIGUEST HOUSE 864 SF 0.9 /0 136 CU.YD. 40 CU.YD. 0 24.4'X54.5' =221.6 CF 5.25 LF DRYWELL DRAWN BY. IF SLOPF GARAGE 864 SF 0.9% 136 CU.YD. 40 CU.YD. DRIVEWAY 2320 SF x 3"" RAIN/hr 386.7/42.22 USE 5/14/2019 GRAD EXISTING GRADE 40'X25' = 1000 SF =386.7 CF 9.16 LF (1)8 FT dia X 4 FT deep DW -B- EMBEDLTERO-fH ]::� F MIN.6"INTOOUND R 0 A [ 11 12'X110= 1320 SF (1)8 FT dia X 8 FT deep DW -C- DRYWELLS (SEE PLAN) 35 CU.YD. 10 CU.YD CONSTRUCTIONTRANCE FOUNDATIONMPACTED SCALE: SEE PLAN Z I 30NEENDY.ATEO.T.PROVEDC.A. HAY BAIL AND/OR FILL SILT FENCING 18"in.)OVEISTINGADERAINAGE. .- NOTE: TOTAL 3192 SF 3.2% 328 CU.YD. 95 CU.YD. MAXIMUMACNAGEEA CROSS SECTION 1 REONEARET INFORMATION TAKEN FROM A SURVEY BY SHEET NO: WILLIAM R. SIMMONS, SURVEYOR DATED 12/13/17 SECTIONTAIL TEMPO RARYN STRU CTI ONTRAN C E S 1 LT F E N C ETA I LS SCALE:NTS o SCALE:NTS •--------------------------------------- ------------------------------------- ------------------ ---------------------------------------, I ------------- 1 W 1 I f V J I I I I I I I I I O 1 I I 2 L ( I ' � 1 I I 1 I I 8"PC WALL w/ ; I 8"X16"FTG. ' ' -------- -----' ' I ■ 7 POOL HOUSE - ' v r I p. �d . D d .e .. I c. U d pod a. . ' ' ' - BY OTHERS - - - - - +—�— - -- - — - — - - — - — - +— I I — - - - - - - - — - — - 0 — - — - - — - (4)#5 BARS ; i-1-------'-i ------• ' II A EPDXY OR MORTAR � `" `-----fir-'--------` -----' -------- INTO CONCRETE i 'i ; 2 2 I I 2 2 l ----------I (NP) �J TO BE POURED PROPOSED BNEEZEWAY ; MAIN HOUSE v 0 AfSAPETIW----------------4`5YI OVi;MoE---------------- ----- --------- EXISTING O I I ' U I I I I (4)#5 BARS EPDXY OR MORTAR I INTO CONCRETE Vol ' 1 ' ---------------- - , ------ - - (.TYP) - -- .. - ------------------------ ----------------------------- ------------------- O ------- ------------- I n ------------------------------ O --- I 8" WALL w/ ; v i O P1 8""XX 16"FTG. ; I 12. 0" O In , H W , V FOUNDATION PLAN ------- ,... w SCALE: 1/4" = 1'-0" 2 2 s.;7177 7 i a U W .s Z 22 U I 12 r0" O I PROPOSED POOL HOUSE EXISTING MAIN HOUSE BY OTHERSO p I 8'-2%" T-6" 2 2 1 lu I � I , � I , ' I O N f :h ------- ------- -----------------'----------�- ------ ---- B ----- ----B I WI z 8'-1113 1 'x 2'0/" ,. > A31-3 Z Lo d' Ir- - T v, I C) N _j --� Q Q 0 � FLOOR PLAN ��, z SCALE: 1/4" = 1'-0" �`` •— Q m �-_-- O r w a. O C.0 - - LL PITCH tl�212 @16"OC 5 �r R49 i I DRAWN BY: JF Q0 R20 -----—— ............. _ 5/14/2019 4"CONC.SLAB c d GUEST HOUSE COMPACTED 18..DROPPED SLAB SCALE: SEE PLAN TIE INTO EX.WALL .D 41-0" BY 0TH E RS FILLf ------ --------------#5 BARS @12--OC k -- "I _________________� . ------_--- 8X16 FOOTING EXISTING --------------- °�'• SHEET NO: �.a HOUSE --- L a a. > •• aa. .. a a. _-.._-..-....._...__.--.-....--. _ —.—__-_ _.-_.__--_-...— R10INSULATION 2'-0" a 2-O' t - ----- - ----- - 8 PC b. d- 0 c WALL •, COMPACTED FILL 1 CROSS SECTION A ° m I 2 2 SCALE: 1/4" = 1'-0" ,P; d ROSS SECTION B BX16 2 2 `.GALE: 1/4" = 1'-0" FTG