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Home My WebLink About43622-Z Town of Southold 8/27/2020 t . P.O.Box 1179 0 Go 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41382 Date: 8/25/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2667 ROW off Long Creek Dr., Southold SCTM#: 473889 Sec/Block/Lot: 52.-9-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2019 pursuant to which Building Permit No. 43622 dated 4/8/2019 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: non-habitable non-sleeping accessory garage with half bath as applied for. The certificate is issued to Casamento,Timothy&King,Kleo of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0206 3/30/2020 ELECTRICAL CERTIFICATE NO. 43622 8/17/2020 PLUMBERS CERTIFICATION DATED 8/20/2020 eorge Berry, Jr. a A o ' ed ZiAnature SOFEot� TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE • SOUTHOLD NY y�ol � 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#: 43622 Date: 4/8/2019 Permission is hereby granted to: Casamento, Timothy 17 Woodbridge Ct West Babylon, NY 11704 To: construct accessory garage as applied for per SCHD, Trustees & DEC approvals. At premises located at: 2667 ROW off Long Creek Dr., Southold SCTM # 473889 Sec/Block/Lot# 52.-9-1.2 Pursuant to application dated 3/28/2019 and approved by the Building Inspector. To expire on 10/7/2020. Fees: ACCESSORY $707.60 CO -ACCESSORY BUILDING $50.00 Total: $757.60 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building oi•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 fioln 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. Connnercial 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 S50.00,Alterations to dwelling$50.00, Swinuning 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, Connmercial$15.00 Date. March 20, 2019 New Construction. Old or Pre-existing Building: (check one) Location of property: 2667 Long Creek Dr. Southold House No. Street Hamlet Owner or Owners of Property: Timothy Casamento & Kleo King Suffolk County Tax Map No 1000, Section 52 Block 9 Lot 1.2 Subdivision Filed Map_ Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request fol: Tempolaly Certificate Final Certificate: X (check one) Fee Submitted: S Applicant Signature 0 Od q� Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I/We Timothy Casamento/ Kleo King residing at 17 Woodbridge Ct (Print property owner's name) (Mailing Address) West Babylon, NY do hereby authorize Tom Samuels - (Agent) - - ---- Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. c � wner's Signature) (Date) Timothy Casamento (Print Owner's Name) (Owner's Sig ture) (Date) 6-/ Kleo King (Print Owner's Name) D . : APR 1 0 2019 a - T. T T:D pF SOUTH®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c sean.devlinCc)i-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Timothy Casamento Address: 2667 ROW off Long Creek Dr city Southold st: NY zip: 11971 Building Permit* 43622 Section: 52 Block. 9 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 7 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 8 CO2 Detectors Sub Panel 1 OOA A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Q 4'LED Exit Fixtures Pump Other Equipment, Notes, Acc. Garage w/ Finished Portion and Bath Inspector Signature: sEi`>_J,,,�� Date: August 17, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Mala,53095 Main Road ® Fax(631)765-9502 P.O.Boa 1179 Telephone(631)765-1802 Southold,Now York 11972-095'9 BUILDING DEP.RTIMENT OWN OF SOU.I U?iD CERTIFICATION Dale: 2r->2-'t 3uiud g Pe-=--:-,t T\jo. . "13 0—:Z Owner CMMA&L&Y (please print) Plumber. I Tease pmt) t certify that the solder used in ale water supply zoom contdns less tin 2110 of Ilya lead. ers Si Sworn to before me this� IVC,11 ov D � day of . 20 o2v D / AUG 2 5 2020 , ,'�p�yIL,1 �Rg�YpB�J�.DI�TG DEPT. - oto.OtBFQ�o�s ,". yTotayPubl? �OlanL f �u srD 91€�G�uf<r PD� d { 2020 BLIL.PTNG DEPT. TO' r ! 'HOLD t •i A" r yr � a r di J vi Y + r F VL APR 2 3 2020 S A M U E L S & S T E E L M A N April 23, 2020 Southold Town Building Department Main Road Southold, NY 11971 Re: Casamento King Accessory Building 2667 ROW off Long Creek Drive, Southold, NY Building Permit#43622 - I have been administering the construction at this project, and can hereby CERTIFY the insulation. It meets the requirements of the construction documents, submitted energy calculation, Building Permit and Code. The structure is now approved for interior finish. Thank you, o�SEW YO SAM 4ce G. IT � U GI Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 2 6 6 7 � or-r-Lo�,ca pf sa # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]' INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: tru� wan-el 174M A DATE INSPECTOR SOUly�lo * f TOWN OF SOUTHOLD BUILDING' DEPT. `yco 765-1802 - .. INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]' FIREPLACE& CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ,�d� REMARKS: 6AUVIblb !�_I[AtA C04�c' y �c� c eve,P, vv DATE 01040W INSPECTOR FIELD INSPECTION REPORT A E COMMENTS FOUNDATION (1ST) s .................................. .. 'FOUNDATION (2ND-) o ROUGH FRAMING& PLUMBING y V O, UT- INSULATION PER N.Y-. y STATE ENERGY CODE D5o[6tx AA1 FINAL ADDWIONAL COMMENTS 1 9 z 8 i t7 6, ,H 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) 765-950q3�e 12,17 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. p jjN-y M Trustees Examined ` 20 ® 1� � Flood Permit D Storm-Water Assessment Form Contact: Samuels & Steelman Architects Approved 20 MAR 2 7 2019 Mail to: 25235 Main Road utc ogue, NY 1193b Disapproved a/c Phone: 631 734-6405 Expiration d ,20,2'�b TOWN OF SO Buildink&4Qk1<r APPLICATION FOR BUILDING PERMIT Date March 20, 2019 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig tore of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Timothy Casamento & Kleo King (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will-be&do 2667 Long Creek Road SOU old House Number Street attn a` 1 Jr County Tax Map No. 1000 Section 52 1P op�Caly� Lot 1.2 Subdivision ---- ..Fjled�Iap Ido,,• ,,,:,;; ;,F 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 Garage with Two Covered Entry Porches and Half Bath If 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work - ;--- f - (Description) 4. Estimated Cost ---- r`: )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 two S. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 0 �1 Rear © 11 Depth ZW `'® l+ Height If[-311 Number of Stories_)jd .2, S. Dimensions of entire new construction: Front 46'- 0 Rear 46'- 0" Depth 28'-0" Height Number of Stories one 9. Size of lot: Front 275' Rear 210' Depth 326.73' 10. Date of Purchase 2017 Name of Former Owner 11. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES VNO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YEW NO Timothy Casamento 17 Woodbridge Ct 14. Names of Owner of premises Kleo King Address West Babylon,11704 Phone No. 917 337-3390 Name of Architect Tom Samuels Address 25235 Main Rd Cutchoibbene No 6„31 '734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESy NO * 1F YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT, MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ®% NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ( see attached ) 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 V NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tg before ay of this,,,,,, / 11 LAUREN M MCKISSICK C� y �iy`� A if- U®LIC-STATE OF N d10 o.01 M400 Notary Public ®ualfiied in Suffolk County Si nature of Applicant My Commission Expires May 23, 2020 017 Michael J.Domino,President �%tf SQUTy� Town Hall Annex John M.Bredemeyer III,Vice-President �® ��► 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams ``D a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Thomas J. McCarthy McCarthy Management, Inc. 46520 C.R. 48 Southold, NY 11971 RE: TIMOTHY CASAMENTO & KLEO KING 2667 LONG CREEK DRIVE, SOUTHOLD SCTM# 1000-52-9-1.2 Dear Mr. McCarthy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 13, 2019: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9164 to construct a one-story, non-habitable 22'x46' (1,180sq.ft.) garage with two (2) 6'x9' roof-over corners for two covered entry porches (108sq.ft.) for a total footprint of 1,288sq.ft. in lieu of the previously proposed 28'x46' garage; and as depicted on the survey of Kenneth M. Woychuk Land Surveying, PLLC, last dated October 10, 2018 and stamped approved on February 13, 2019. __—Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD:dd S.C.T.M.# DISTRICT 1000 SECTION 52 BLOCK 9 LOT 1.2 TYPICk DRYWELL CROSS SECTION (GONG.PRECAST COMPONEMS) #PRE-17-1683 r�n so Mel e•mw rtW Lrrrc AD+mW e fM SEDIMENT ON SITE ��. mao war w ir• RAT B.4(l IND/OR SILT FENCWG 2O❑❑M 7RURION ENTRIWCE-FOLINDATION OF CONPACTED J/4'STONE BLEND OR NY STATED 0 T APPROVED R CA FlLL TO 18OVE EI '(16M1)ADM GRADE FOR DRAINAGE C011GWWiR B BACK FlLL 1RTE16rL TO BE ttGN SAME AND DRAYLL Tvei_gL TOWN of SOUINOLD DRAINAGE CALCULATIONS- PROPOSED LOT COVERAGE G[ORAnE NMwD (BASED ON LOT AREA OF 64.330 SOFT saoR ern LANpDppW,SAAERppDppOOWF�EELLWETA�N.DD�SpD000NDk" A)WELLING W/COVERED PORE J684 SF PPROPOSTD R&UHTS CA WIG%po"SF 3684 SF (T�10'O.7 3�LDIR�P e84/ ONDFD `tioa rvrcCan PROPOSED SHED,144 IF e.a+eu6 lRDGw 310.0.166-522d ROD TOTAL PROPOSED EDT COVERAGE 5115 SF or 7.95S B)DRNEY'AY t WRVS-3140 SOlT cmn+o C)GARAGE-IZ&6 IF NiSOEC LOT COVERAGE 12M.0166-214d REQ (OASED ON LOT AREA OF'64,]50 SDR TDTR 2J6N RE0. - LINDTLARD Of WE71ANpU�5O OBNOUNOARI') (2)10-VA A e'DEQ ORAYf1L-821N PROVIDED PROPOSED DW01PNG COVtt PORCRA 3684 IF ��5�• - PROPOSED DETACHED ITBB SF D)1rAR PAIR-]U2 PROPOSED SHED,144 SF. )02•AW- 112N REO IF OW PA!WISTE+.3140 IF (f)8'uA.A DEEP DW.ML-1334 FRONDED R(:AR PAW W/STEPS 792 IF • TOTAL PROPOSED LOT COVERAGE 5040 IF or MIX ZtoAD. VACANT160 N 75'31'17£ 1 l I Z � D n ` 1 r a' TYPICAL CLEAN OUT L 1 SLATE OR STOPPER END SUITABLE C —� OR PLUG �f d 30 ELBOW VACANT 3o FLOW— ;p 89' 12rYpp1Y s1m 'w 'E3i 1 OrNNA Tk LOT I VACANT PROPOSE)SDE 160' 7 0"E X 99 g SIIXYI PAX ARTA 96 a� DRY AIIL m roi rff��-''�� '1V eyvt 6 m m Nr R/(r` u"DER CI P C R Inn zl �1 p0 t DROUND U 6 ELEV 6 9 6 �IU7� G ,,� �±,�3'�• �y 0� DR BROWN hQ /pp p- ssY.Jl4',-�Qir '}0 O` DY LOW 09 5 2019 �J , Pd 9 P5) ocTi Z Jo. fro a . pf 7C :,xPti 9� Q LOT 2 N SM BROWN 1.1 1D'OWISDEFP W Z PALE _ �S• �c - R A S BROWN A. _'F;_:_ ..- .NA FINE .9 Y -_ 44� MON SW TO n T0) oN°Srire .-�3) <R�p 7 CSE 4 BOARD OF IIZUSTEES 82Y' � 3fw`O —WATER Z, ;' BS^c•q eon m WATER IN ELEV 10 TOWN OF SOUTHO(p w:i n*3t (,m ` A. MON. Q t 1 FINE n DA A/ c 15) v7500 sw cDA�E wv SAND B 01 PROPOSED 12A.1041OX REVISED 10-10-18 __ �__i-.� ff I w .� _ REVISE)06-01-18 0 - �A T' 08-02-17 REVISED OS-22 4-18 w`� FiL-G 6a K. REVISED 04-13-18 c0� WOYCRUK LSPD d UPDATE WETLANDS FLAGGING 04-03-I8 a�° y3•vl a ey O.EC/C9l C ADD 50 BIRFER 03-08-18 515'25r 6 SET STAKES FOR NYSDEC 01/18/18 _ vN"� VACANT 60 51lD�COW"'"FOOtP�y / O{r BW 16•w•DE; E�P�DRW� G ` / COYER WGA ,FINISH / FIRM PANEL#36103CO158H 1�4'-FT- e c 1/B_R? UPLAND AREA 64,350 SOFT NAVD88 AREA 67 939 SO FT or 2 02 ACRES LTEYAIRYI°Anne ANA,No.'WrC RTERAT1Pl Q ADpOM TO NNS SMItYN5A FIIR OT S?FN'D'TrOn FOP DFNAE ID LaRSIAA£OUGPON4W cYr1f5 Dr rI n_MMA-NOT,FANO P[LAW 3RK1L]T5 G66SffD AA WARD MOT S ADIAWV o >b DU A W-P ARIL CYl°Y WMRANIf15NDA./RD"A5 SNRT RVN )P)er6Ola[L1De gIn) INOT 70.IME.ANII FOD AS O OF I E DAANG D AMD 0 NIS'At"' Tb DLC DAL COAP.w1;GOILWBW'IR AOIACT AND t➢OTv MRIUA^W OUNDATWNb�!1 [J" COLLA US1ED AYKdI,ANO ro Ir1F ASSbHEE OF INE V)WEG wASR1 T`Lt R/AJW S AAf L iARE9 ABLE I I} MI PDOL CLEAN INF QFYIS OR gAEN90K,9NRN I®PEW fAGV RL PN0.°ERTr LfNfS W DC 51WCr1lHS ARE f>F A SPEOPIC IiMPOSC AA10 R ,,MAI RE 7A1 ARE WALL TANG( COARSE NOF YYTDKEO M ll[YrVYWI nrt PrornTlr LaiRS OW W 0.AOF J A,DFECIND OF AFxRt,AW.O0 1[STAVCA Do AAO OMU AwWOIdDT1S FwSOmv15 •_R 2G6Rm e Glenn Goldsmith,President �rg sot/ Town Hall Annex Michael J.Domino,Vice-President ,�®� ®��^� 54375 Route 25 P.O.Box 1179 John M.Bredeme III er k Y � Southold,New York 11971 A.Nicholas Krupski Telephone(631)766-1892 Greg Williams �� °�® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1739C Date: August 13.2020 THIS CERTIFIES that the construction of a one-story,non-habitable 22'x46' 1 180s .ft. ara a with two 2 6'x9' roaf--aver corners for two covered eg=porches (108sq_ft) for a total footprint of 1 288sq ft in lieu of the previously proposed 28'x46' ar8 age with the condition to establish and perpetually maintain a 50' wide non-disturbance buffer starting at the"limits of tidal wetlands as delineated by Kenneth M. Woychuk Land Surveying. PLLC last dated April 13 2018 and stamped approved on May 16.2018; At 2667 Long Creek Drive, Southold Suffolk County Tax Map#1000-52-9-1.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 8. 2018 pursuant to which Trustees Wetland Permit#9164 Dated February 14, 2018,was issued and Amended on May 16,2018 and Amended again on February 13,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a one-story,non- habitable 221x46' (1 180sa ft) garage with two (2)6'x9' roof-over corners for two covered entry porches (108sq ft)for a total footprint of 1 288sq ftin lieu of the previously proposed 28'x46' garage-,with the condition to establish and perpetually maintain a 50' wide non-disturbance buffer starting at the"limits of tidal wetlands as delineated by Kenneth M. Woychuk Land Surveving PLLC, last dated April 13 2018 and stamped approved on May 16 2018. The certificate is issued to Timothy Casamento&Kleo King owners of foresai ro erty. - 4 Authorized Signature n 4 c T NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a Stony 8rocck 50 Cady Road Stony:gook,NY 11790 P (631)444-0365 1 P(6 31)444-0360 .r,r,-la•cr, .p- June 8, 2018 Timothy Casamento and Kleo King 17 Woodbridge Court West Babylon, NY 11704 Re: Permit ID 1-4738-04580/00001 Casamento and King Property 2667 Long Creek Drive Southold SCTM # 1000-52-9-1.2 Expiration Date: 6/7/2023 Dear Permittee- In ermitteeIn conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, sample language for a notice covenant to the deed, and a Notice of Commencement / Completion of Construction. Please note, the permit sign and Notice of Commencement/ Completion of Construction form are sent to either the permittee or the facility application contact, not both. Sincerely, f atthew R. Penski Environmental Analyst cc: McCarthy Management, Inc. Marine Habitat Protection File �f NEW YORkSDepartment of SIAfI Cr Environmental Conservation • 1 ,� 1 L�.GSJnL'] NEW FORK SFATI: DEPART "Cl OF ENVIRONMENTAL CONSERVAI.-.,C Facility DEC ID I-4738-04580 PERMIT Under the Environmental Conservation Law (ECL) _ Permittee and Facility Information Permit Issued To: Facility: KLEO KING CASAME\TO/KNG PROPERTY 17 WOODBRIDGE CT 2667 LONG CREEK DR WEST BABYLON,NY 11704 SOU"I'I-IOLD,\Y 11971 TIMOTHY CASAMENTO 17 WOODBRIDGE CT WEST BABYLOtiT, NY 11704 Facility Application Contact: THOMAS J MCCARTHY 46520 CO RD 48 SOUTHOLD,NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUT?TY Facility Principal Reference Point: NYTM-E: 717.493 \YTM-N: 4551.097 Latitude: 41'04'55.4" Longitude: 72°24'39.0" Project Location: 2667 Long Creels Drive, Southold, SCTM# 1000-52-9-1.2 Authorized Activity: Construct a new single family dwelling and appurtenances, septic system. driveway, shed, and drainage structures. Install a permanent fence or row of small stones along the landward edge of the 50-foot buffer. All work shall be in strict conformance with the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC last revised on 6/1/18, and stamped"NYSDEC APPROVED" on 6/8/18. F- Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-04580/00001 New Permit Effective Date: 6/8/2018 Expiration Date: 6/7/2023 NYSD EC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Page 1 of 6 Zak NEW YORK STATE' DEPART \TOF LNVIRO\\g ENTALCO\SERVA"IUMNS Facility DEC 11) 1-4738-04580 Permit Administrator: JOI IN A WIEL.� It). Deputy zl�d rd e'I' rmit Adminis`,trator Address. \YSD C Re��'o' �I-Icadquar SC:\ � S bIII rook 50 Cir tong B 6k,\'Y 1 t 79t1) 09 'Authorized Signature: JL/__Z-c-1 Distribution List THOMAS ,I MCCARTHY Marine Habitat Protection Envirorvnental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section "Authorized Activity" and all proposals shown on the approved survey. DEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted DEC. 2. Conformance With Plans All activities authorized by this permit must be in strict confor7rrance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk Land Surveying, PLLC last revised on 6/1/18. and stamped "NYSDEC APPROVED" on 6/8/18. ' 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Si25 gn The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 NENV YORK STATE 1)EPAR'I !'I'OF G\VIRON.ME•:\-I-AL CO\SEIZVA'I _ Facility DEC ID 1-4738-0.1580 5. "Tidal Wetland Covenant The permittee shall incorporate tilt attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this perinit. This decd covenant shall run with the land into perpetuity. A copy ofthe covenanted deed or other acceptable proof of record, along with the number assigned to this permit; shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY ,c Stony Brook 50 Circle Rd Stony Brook,\Y11790 -3409 Attn: Compliance 6. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 7. Establish Vegetated Duffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 8. Straw hales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from'the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Io. Concrete]Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 11. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch /24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 13. Direct Runoff Away from Tidal Wetland and buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. Driveway runoff must be directed to drainage structures as shown on the approved survey. 14. Clean Fill Only All fill shall consist of clean sand, gravel. or soil (not asphalt, slag, flyash. broken concrete or demolition debris). Page 3 of 6 SFATE DEPART \T OF C\VIRONMENTAL CO\SERNIM i,,� Facility DEC ID 1-4738-04-580 I5. Contain Exposed, Stockpiled Soils All disturbed areas where sail \vill be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the \\•etland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal \,\-etlands or protected buffer areas as a result of the permitted activities. 17. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 18. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 19. Vegetate All .Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels. solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted'structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if. in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if. upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Envirorunental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. leo claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPAR"I VT OF ENVIRONMENI Al,CO\SERVA-1. Facility DEC 113 1-4738-04580 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility .Inspection by The Department The permitted site or facility, including relevant records. is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to deterinim whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3}. The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions. must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 a. Submission of Renewal Application The pei7nittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; e. exceeding the scope of the project as described in the permit application: d. newly discovered material infom rmation or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE. DEPART NT OF E\VIR0XMF\1'AL CO\SERVAI Facility DEC 11) I-4738-04580 e. noncompliance with previously issued permit conditions. orders of the comn- ssioincr. tiny provisions of the Environmental Conservation LaNv or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable runless specifically prohibited by statute, reaelation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The pennittee, excepting state or federal agencies; expressly agrees to indemnify and hold harmless the Department of Enviromnental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in comiection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The pennittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the peinittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the pennittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and riglits-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to 'Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or-interest in real or personal property held or vested in a person not a party to the permit. l Page 6 of 6 i -13ul DEPARTMENT-Electrical inspector ' 't `�i -• ." '��ir .ria`• � � 1 �tdWN OF SOUTHOLD t 4 A� own Hall Annex;'54375°Main Road - POB ox! '179 ,,`, ! ;; _ ,•. :; .Southold, New7York 11971-0959 r '(631)-765-1802 - FAX(631) 165.'90q2 To�O '• :+ s^terrte �Atvn:sAl ,hotd,rz :u 4 3 ., . _ APL _ j 10Nj.FI.EC 'I ( AL.�1�fS.�'�CTIA.IV ; REQUESTED BY: Bob Burris _ �Date�:.. C Raii�=�urns.E� ctrit;alri�raafoFs Inc., auln#Z Burns"Jr 3 license No..T _-3897UE— `� mail: 'pbumSi � ptonline.nef ` mess: �_ _P Ox 1061 Southold,`NY 1197 ,K- � - 1 hone No 631=365=4735 . a ti _��ML`<ro/��f.ng �'�ir<';;e"d'.♦"�)4=`7'Q�u,n.,��.ire-+a.�. 0-i-ath_^�.r?-�n4�Y.n'<��,•;V4. ..:--�V�7 . `:- FName: SITE IbMATION: (AI information Requ "-c ` Casamento r _ 41 Ad dress: ROOff 'mss Street Ohooe,mo . ",x / •t_.-.—...n._—.. i•r E .r. � 1 BIdg�I erniit#: _ _ _ .t._ ,.� _ e-nad� _ �• ;_ BRIEF D �CRIPTtON OF WORI{(PaeaseRiint Clearly) ,•, o- detacL _A raW x.,, z ' Circle All That ee��l�YlJ•,.� ��yr ^ 4 Is job ready for inspection?: Plough In _ w Final Do you need a Temp Certificate?: Issued On_,__�- [C emp Information: _` ,(AU nformation`gequired)- bbairf a-Size 1 P 3 Ph Size: -. - "Old_-x A #Meters- (_Meter# w Service Fire Reconnect-Flood Reconnect-Service Reconnected ndergroad er reund �.aterals _ 2 ------ 4060_on5arvi , Y N - �Ac�dit�onaf Irifiorma#torE: -- ---� - ---_- --- - •r - -- --. - - - - - PAV'MEt�T.-t UEl ItTfl AP'PULCAT-11 N ----- - 00 F, a 8Requfn. bd,-Form.�ds 2 est#' 0. �� ll r' � �/ li ir/ • � � �- ••�,d+fig 1y11 -.++.._..__..._ .,--,.<-.. - ..n.a 1, �} - - -K a __.._. '.. > .. . , +•.. £ � � _ _ "`. - ,,., s- �_ ��II• >- ..- , .r�. ..:rs__> �.r� ..".tv vu`••-•' / r.�-ra 1,Kr .M.. z.• a.»ry mss,Ya.__ra�r �..• �F�,ti-r�C^•._a s _ _ / I _ .'�,i 3�r ."-�ti�'r;: �;." rrV "� - �@..':'� rr j�; •Ei u ///A��,�h�' - . ..i �_ fRv'��•�, ,`.^ �/Yr�nf` )�1.�'�Y �}�'�, -,�- �� ~G•Y.' . '!'i..t ,.. if �t' 1 � � Vv �i tft" •y'! ' � I r �Fo irS� � '•t � 1T ..,.•.,r 4.-..._ t [.-_ r ,,.. ....,, � , I.-.. .r, .r w.an a,,._ �• _ v <^ .�- n. ', ,. .! .�`' i �n_ .� ..._ r.s �� = 110e) ,x.. • _ .. 1 z••.rf _<_ .. ..rv. - v. v�1._..[:-u <... + ro. - k-0 .+.,`•e i:i� -' r.,..- trt r . ,/ r. . `�'w'^[•:Y,: <� r•. ., _ .._�...._..,- - ... _. .,.,. .. .. .. ,ems+.... .... - ....rd.'' _ }y Y•�,f:..ri 3`�� S'a L N� Svc� � C"AW- -s J 12 -A DFCLARATION OF COVENAM'S AND RESTRICI ION Subdivisiull of IVia of"IN11H Creek Preserve" THIS DECLARATION madc by Amgcls Nonon. this j2day of X)17. 71"3!111-es PICJ, tlik!,;C ui per,,�.1 or Snuthold. Coiinty of Sui'foll, and Slaw ol—Nvw York, known and design?ted- as Loi 1, Lot 2 and Lot 4. its slioNvii on Ilic "Map rut'N101 Cteek Pre:,erve" filed in the Suffollc County Clerk's Office on OU28,1005 as Map Numl)er 1,12 Ili heremafter-Premiscs-)desire to restrict thc use ?nj e.kjoyfnent of said Piemises and ha,;; for such purpo;;es deten-mined to impose on said 11rcurist:'S Covel"AWS and anti doe,herehv declare that said Ptemises, shalt be held and aVIIJLCI To 011 ;,:Vcl lLfu1.4 La-ld rESiSI_tiui:i. t. The pjXrpoSe of tbt-.,,V, COVM1111S ;M91 1iC-$1r1l:tJ0N-; iq to inamiau-1 LhC natural ana agricultural characteristics of the Premises, to the exlew pm-icall[c 2. There shall be no further subdivision of the premises, evon if pc--miucd tel do so b-, any goveming mmicipal authority. LeDI "5, IIMIL '111tH nC 140 CO-11TI" 111i activity Conducted on the Premises; thiis includes but is jjui fitnitce, to, professimiril off-wes. fabrication, art mudic?s, m31lU',',4C1UTi7X.,1, gisWCIC SHIVS. tc!1, C-IC, NN 0 vehiclas may be displayed for-sale at the Premises. 4. The minimum foundation footprint (or die primary s1ructures bull' on any loo at the 1,1300 S.,Uare fcel ii�Judiag the g.;-nigc. kjoLli"C tol the pI irma-V stratrant, blith%m lute I through 4 .s hail be 51001)squaie f ;:(. 5. A11 btrudtiyzs built 3t flFora m 11inst hAve extei iorade from natural rnateriak,. ti.c. cedar shingles, stone,?arick,wood clapboard,C-1c.), Gw-age doors shall no, face dircc& tvvvards the roadway vnithout. mtund CFeChing- 1)1!-,-i.wnys sila"I 6C ro;�J\Vay to '11c gar'lgi' it-, mkich 9 1 r.incable Deolarant. hei iuccessoT m-"i 'I"Signs v12ht tk• rnodlty illi clause as needed to accommodate the dem.2m jTjatjd,,acs of each individual loa at the Premises. 6. AH ufflitius ruusf bo 20 equipj-twtiL snail Lit; "fle B!DatS UndCl H, I length may be stored at the Prcmiif,�S in "Ic riderYVId 0i V-1111i I ea c 0 - provided the boat is shielded from the vidw of the xdjacv-111 Dumpsters Aniiq' of any slye, zxcept during consmuouon, are not perm mc on fine PTL miser. Garbage p%iis, satellite diNoits. ftlel SINMZ-1 SC:'.-, Wql"dm, k (Cxcept I tram, polines, and clathoslinvs are permitled at the Premis,:,,, I-mi nalsit bo 4llicldod IDOM ',IC%V frOM LIIC TOUdWay and RcliqCWII 10 1t'. No li-,eytock- of any Mnd miy be nuised o7 kept tw Lots I ft--ugh 14 at the Premise-, Domesticated dregs. cats,and rahblit-, are pemi-acd. 11. All outdclor flood lighting must be or, a Motion detcutiou "'witch "'Ild tmie'l not exceedinv 5 minutes. Ail other light sources trust be shielded fjown the roadway tlonphficd fnllsw, live bauds, o? odici loud activity muit be,shut -Inwri no late, th'm ,, Irm. No hiv.:I CV Y:IIj "llaillic-l"?TIC',' M0101140-" I!. -No non-fami rclated ail-terrain vehicles, snovmobiles. motorized trikGs.. genies, off- load mcitu"c:ycles, "Ir S,imfflkir rec-l-C-mionkil 'Chicles Inaw be used at Ilii Premlqe,; at any time. 1-110 Fa!Zterlv of 1 01 -,;.ail :iot b4 ob�itruczed phtnzniuoi, Lot 15. Taxes. maintemance. a-nd insurwice Eor ffic z-,midway known Nomh Paszuir- Drikic, --hall Le; appottioned to eacili lot based on Pawagraph 2 of fine Covenants and Restrictions recorded in Suffolk County Liber 00012129. pagc,5�1 16. 'VI", Clamagc I!., an lot O�wrwr, Q! "11w); 4,wnt. [L.) tl-:t C-omll.o!I shall be re.pa.,red at the solc cost and cxplmst.of Th4,1kir Ovvete N ")fNm YQ3k Count}'of Suffolk 0,) the 24'I'dav of MAY in the vear 2017 befoic;me, the uncicisioned- a -",'olaly Pubhuin arld Rn- -:aid pent tulle' uppcvrced AN(-Tl--'I-A NORTON, persm"ally kromm, to mve or proved to n-ic orj 1h,-, basis eviete.ice m Oe the mu-1-1-vidw(l) T-:.Ime J-,, Sul,-�rlhe�i to ffi:: within instrument and acknowledged to me that he exucutud t1w,szunc i)I, I-Is ePP,161Y. and that 1)-Y his Fignature on tilt,ii-strunicnE, the indivir-had, (m the penscm upon, hehalf of which the• individual acted, execured the instrument. P7 J-YNNE R.ESPOR11TO t?pLjrYFUtw,V, SM*eC?NOVjYO* Cj3,.irOd ill Queue*COL'Aff { Samuels and Steelman Architects, 25235 Main Road, Cutchogue, NY 11935 631 734 6405 March 27, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: King Casamento Garage 2667 Long Creek Road, Southold I hereby apply,for a Southold Town BUILDING PERMIT for a non-habitable accessory Garage at the King Casamento Residence, including a new sanitary system shared with the Residence and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Survey 4. Red-stamped SCDHS permit 5. Southold Town Sanitary permit 6. Southold Trustees permit 7. NYS DEC permit 8. Erosion, Sedimentation & Storm-Water Run-off Assessment Form (see Trustees- Site Approved Town Engineer) 9. REScheck Version 4.6.3 Compliance Certificate 10. Covenants and Restrictions 11. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels OF SOUjyol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17, 2020 Samuels and Steelman Architects 25235 Route 25 Cutchogue, New York 11935 RE: Casamento, 2667 Long Creek Road, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Attff�ee of$50.00. $rFI�S�I-B(oard of Health survey. Y C)V-1 Plumbers Solder Certificate or Pex Affidavit C7 stees Certificate of Compliance. (Town Trustees # 765-1892) Final lanning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43622-Z Accessory Garage 43375 Rt. 48 Suite 5 Phone (631) 765-1910 P.O. Box 1528Fax(631) 765-2453 Southold,NY 11971 = License 29, 712 HI Jas D ' q `'l�� - Jasoncleonardinc.com ` AUG 2 5 2020 Jason C. Leonard,Inc. BUMPING DE d TO; .,- ,-TJTHOLD 08-04-20 To: Southold Town Building department Regarding: Permits 43621 & 43622 Please see enclosed solder certificates. Thanks, Jason Leonard V S,C;,_T:M. NO. DISTRICT: 1000 SECTION: 52 BLOCK: 9 LOT(S): 1.2 #PRE-17-1683 C.I. LOCKING (7.5) FINISH GRADE COVER TO GRADE 1'MIN-2'MAX Z 1/4' FT. 6.. COVER 0„MI 1 FT. 6" COVER 6" INVERTS NVERT s" SLAB (6.0) (6.9) HOUSE (30'RUN) (6.25) INVERT INVERT (7.0) GARAGE (35' RUN) (5.75) (5.67) FOUNDATION �' 8'4 3' COLLAR WALL TANK Mlr�l, POOL CLEAN ,COARSE 2 SAND & 3'MIN GRA VEL USE 4" DIA. APPROVED SEWER PIPE I 1000 GAL. PRECAST S.T. , (4.0) 'HIGHEST EXPECTED WATER EL 1.0 210. 0' V150NT 'S°311's E 'ID� 1 - _ - - •.e 01 X TYPICAL CLEAN OUT CD 4 SLATE OR ' SUITABLE COVE OROPPER PLUG END / 1 1 � 5 � v • 30' ELBOW o 1 1 i - ;�o• 60' WYE °1 a co C I / A I 1• a (EL 0) 1Z w FLOW ZpNE AE I VACANT 1 a 150' IzzizPsml 1� 40.104 ' 1 LEIT 1 f1R►J�,� /7 \ \ VACANT 150' / / I -Lot" Y. .70 / /(7.5) a (7.5 40.5' a� ° w � ---- - --- -ECFV. 6.9- °^ / PGOP- D UTIL. DR BROWN / L B T 2 °•, OL SANDY LOAM 0'9� ��` 7 �tNE / 400��O U• •� / iREF / Q��v"01 W 1 BROWN ti N SM LOAMY SAND 1.1 = /GJQOV Qryy�� W w / n • Q PALE Z �Oj 7.5) �7 ` EL • I BROWN `- -t - 5 1.5)? / MON. SW FINE 4.9' (7.0) 46.0' / - o (7.5) 9 �O ' 1110 COARSE PROPOSED SAND 62.2 p5 0.5) R 6 p .5) 3 p151WATER 7p- 12.00PMON./ 'd, DWATER IN ELEV 1.0 W A FINE epvI 1 m SW TO l 7.5 6 0 COARSE �W.V, SAND 6.0' p ' FRONT / Q0 1 5'M1N m fN C / O �O �L6.9 i ELEC -A-60_9 ' CL 6.9 08-02-17 ,41 K. WOYCHUK LS _` 7 S?5°2�J'S3 G A1ER � %6,94 EX15T1 / \ VACANT / 3-713'3' tie 90 8.0 6,0 ' / 4S14 ` �/BLUEST0 t WADE UNDERGROUND UTILITY LOCATIONS AS PER MARK-OUT PROVIDED BY OTHERS. REVISED 11-03-17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA 770NS SHOWN ARE FROM FIELD OBSERVATIONS FIRM PANEL #36103C0158H AND OR DATA OBTAINED FROM OTHERS. AREA: 87,939 SQ.FT• or 2.02 ACRES ELEVATION DATUM. NAVD88------------_----- UNAUTHORIZED ALTERATIf.�J�l OR ADDITION TO THIS SURVEY IS A' VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 'THE LAND D SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON Fd? WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO ¢IE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MIJNUMENF••THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE. STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF_�QT__ 2._ _ ___�__ ISD T_G- MCCARTHY MANAGEMENT_01, MAP OF: MILL ,CREEK PRESERVE _ FILED: JANUARY 28, 2005 No.11216 SITUATED AT: SOUTH OLD r TOWN.xOF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 1 . SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebpgue, New York 11931 ti f` PHONE (631)298-1588 FAX (631) " '' 1588 FILE V 79 SCALE: 1"=50' DATE: AUG. 02, 2017 N.Y.S. NO. 050882 maintaining the records of Robert J. Hennessy & Ah M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 52 BLOCK: 9 LOT(S): 1.2 #PRE-17-1683 C.I. LOCKING (7.5) FINISH GRADE COVER TO GRADE 1'MIN-2'MAX Z 1/4--FT. 6 COVER O"MI 1 :-EFT. • 6 COVER �R INVERT—+ 6 NVERT 6" SLAB (&0) (6.9) HOUSE (30-RU N) (6.25) INVERT LU (7.0) GARAGE (35' RUN) (5.75) (5.67) � FOUNDATION MI POOL 3CLEANAR LU oo TANK ,COARSE A 1 1'_8" 2 SAND & �J 3'MIN GRAVEL LU per" USE 4" DIA. APPROVED SEWER PIPE 1000 GAL. PRECAST S.T. (40) 0 _j 1D Da, O O HIGHEST EXPECTED WATER EL 1.0 Z •. 1 0 < 0 VACANT �1-/� E ` 113 Iso' N 75.31 �.._.._.._ —. ` '. ' C�� W m. 0 G3 "� z ��0��'A' i ✓ Lu t ; a Q • 0/'' , La ?• e i LL TYPICAL CLEAN OUT At 1 s' > s SLATE OR 4 tn ;' 11a 2 Lt LIDONa STOPPER END / D_ SUITABLE COVE � ©' a OR PLUG !w n � N CO I / i I, 2 5 / FA. p 4 F- 30' ELBOW ,.• `� I t» 60' WYE o �- _.. 0. o ca 8� I �' 1 � � U d � • FLOW- / ZONA I VacANr PROPOSED 10 129(12' SHEDt , Ag tte(s) ,8 ted Ttm LOT 1 ffolklCounty Head g' IC6s "; Gal !P52-57 , 48 Hqurs In Adv Ce / TO ul�c4a� / •. i Oo• /. (7 ) (7.5 40.541 ELEV. 6.9 C -ri- ,g'•«� UNDfR OL---DR BROWN DY LOAM 0.9' p / �/ / : �a,.: ' LOT P ::'`<i=' O :`` BROWN SM, LOAMY SAN1.1 G �..ry ;�_•` `� PALE �i0j7.5 EL 89 •1'' BROWN ` - 7.5) • r FINE 4.9 • ,.�.{,.:,o r�`� MON. 1 w o o;::; / o SW TO ) ±<k6;, ..:.... (7.5) <. �0, L 7 COARSE ,•;.::••• :: .v;::;:;v'r• zEO �3 00, 1 1 SAND g2.2' 6 ��.;'+: ,f ''g.5�' ��a: PB SpO S +b l ve- I —WATER a ::'Pp R�M` (7 5� z 3 GPLN , i d � •o.:• 174 .,4.. 12� MON. 1 WATER IN ELEV 1.0 •.h�.�.`•:,W,Bp..�••'•• � q FINE G 5 SW N _ �. ,5 O COARSE o YP ,•� Z W.V. SAND 6.0 69 .�• N 08-02-17 , '% �- 9 K. WOYCHUK LS400 7 575.25�g3 sn11G• 'R ---- WA%' F=AVA"i TON INspE.ETION REQUIRED VISO, FOR SANITARY SYSTEM / Y Via.5.0 BY JXAL I)BPARTMENT lo � � -'� UNDERGROUND UTILITY LOCATIONS AS PER MARK-OUT PROVIDED BY OTHERS. GY' REVISED 71-03-17 / THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL / FIRM PANEL 36103C0158H LOCA710NS,SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 87,939 SQ.FT. or 2.02 ACRES ELEV4710N DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SEC71ON 7209 OF 7HE NEW YORK STA 7E7 EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS7177J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU&TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E AME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: MCCARTHY MANAGEMENT INC.; MAP OF: MILL CREEK PRESERVE1. — r ------- - {T,-� - — FILED�ANUARY-28�005N�fi1� SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD y r. r •r , �� KENNETH M 1POYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ', I, : I:I ` ', Professional Land Surveying and Design ' t P.O. Hos 153 Aquebogue, New York 11931 FILE # 16-179 SCALE:1 =50 GATE: AUG, 02, 20-17 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. USC. NO. 050882 maintaining the records of Robert L Hennauy & Kenneth IL 1loychuk 04 o 0 w ' �JFILL CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED w3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 3' MIN. COLLAR BACK . CLEAN IYl TOWN OF SOUTHOLD DRAINAGE CALCULATIONS: PROPOSED LOT COVERAGE: GEOTEXTILE FABRIC (BASED ON LOT AREA OF 64,350 SQ.FT. LANDWARD OF WETLANDS BOUNDARY) A) DWELLING W/COVERED PORCH: 3917 S.F. PROPOSED DWELLING W/COVERED PORCH: 3917 S.F. 3917 x 0.166=650.22 < 651 REQUIRED FLOW DIRECTION PROPOSED DETACHED GARAGE. 1288 S.F. (2) IO'DW x 5' DEEP DRYWELL=684cf PROVIDED PROPOSED SHED: 144 S.F. EXCAVATED AND TOTAL PROPOSED LOT COVERAGE: 5349 S.F. or 8.32 B) DRIVEWAY do WALK =3140 SQ.FT. BACKFILLED TRENCH 3140 x 0.166= 522cf REQ. C) GARAGE-1288 S.F. NYSDEC LOT COVERAGE 1288 x 0.166= 214cf REQ. (BASED ON LOT AREA OF 64,350 SQ.FT. TOTAL 736cf REQ. LANDWARD OF WETLANDS BOUNDARY) (2) 10'DW x 6' DEEP DRYWELL= 821 cf PROVIDEDLi _I I 11 I I 11—III_II I—I I C PROPOSED DWELLING W/COVERED PORCH: 3684 S.F. PROPOSED DETACHED GARAGE: 1288 S.F. PROPOSED SHED: 144 S.F. D) REAR PATIO = 702 S.F. DRIVEWAY & WALKS: 3140 S.F. 702 x 0.166— 117cf REQ. REAR PATIO W/STEPS: 792 S.F. (1) 8'DIA x 3' DEEP DRYWELL=133cf PROVIDED TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.42 • 210,00 • VACANT 6n 150' � ,� •: �may`.' C5 SLATE C ' <'• SUITABLE C o wLu o 1 VACANT _ PROPOSED D 0 + ;.� 150 FLO 12'X12' SH 44 / 89' srAlcEs LOT 1 I VACANT ° 1�. / PROPOSED Son. oQ ZONE X/' 99. STOCK PILE AREA 20•% DRY WELL . 'd / 7� mc sur ��9• j •:;. 0 DIAX5'DEE 2� SOF DISTURBANCE O FENCE OR SMALL STONES DEUNEATING of/18/1 / (7 5) UNDER Qa 90' D)64UR8WN BUFFER PR��ND U71L. 4� 20'o/a 0R 700, MY WELL , 40 40 b �. S0, 8'Ox3'DEEP P OCA LOT 2 N , L ` RY WELL 20'0/. - �� M` s "•.•..•1OD IS DIAX5'DEEP 0 57.5 EL s 9 _ _ �l�y �� MON. EI 7.2 w �.o) o. N o of 18/18 := _ \� �00 I o ?wN o (7.5) ` 1 0 O 82 2+ I N F•dUD�Ci10N y t :.: ROPpSE M fARY SIc? . cp 9.3, ='' ?;w BEDRpO g. Qth 12pp GX 2-p � E MON. 7.4 I b .o'• ,; �::,,, .` � � 010,d'6 D�2 OE N l �t> ': :pft E0 S'•:;.�t': W.V. o _ '' A`(;.'•. `• PROPOSED O (2) DRY'�H ":: ':•rs:::OR •'i;� '�';;:'�'; ; 5' IMPERVIOUS 0 10;�c6'D P - :p';, y ;'. WALKWAY ' 6.9 / _ .•�.•••. �� • •� ...OWN r W ' CI U� yAY O NCR sgtS�, K1 "•- .p �': '..: EIEC It 630 PRCL 6.9 I1�C� O °251 v • •�` / ` 't• p1 g.94 C/nAv 'ST EL �RW ,• v p �. ACANT Colo, AV —' .� os� 150 \ BIU SOt4F RO AM CI g.0 SING OG "91,TRN EOpipR�Np�( OE 6 W, o�P1�pOSFO pR1VE'N ,.I. LOCKING T rnVFR Tell MAnF REVISIONS: 0 n ch SITE DATA -n C :R SCTM # 1000-52-09-1.2 M 0 * 00 PROPERTY: 2667 ROW off Long Creek Dr M _n 0 3: cu M ADDRESS Southold NY 11971 T t, 0 OWNER: Timothy Casame nto E2 o M Kleo King - > Ca 2 17 Woodbridge Court C= 0 -West Babylon, NY 11704 M 0 SITE: 87,937.5 sq.ft. .2.018 ac .74 64,350SQ.FT. 1:477 '477 ac W >- Landward of wetlands boundary z TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4% ZONING: R-80 J SURVEYOR: Kenneth M Woychuck W 0 , Land Surveying Q = Po Box 153 Aquebogue, NY 11931 License # 050882 Dated Revised 12-13-19 Revised 10-10-18 6 LU co Revised 06-01-18 Revised,05-24-18 Revised 04-13-18 ..Update Wetlands flagging 04-03-18 9 Add 50 buffer 03-08-18 'Set stakes for NYSDEC,01/18/18 art - nd J i-s4��al 0 - , I - �SUFFOLK COUNTY-DEPARTMENT OF HE ALTH SERV_ICES ,APPROVAL bF CONSTRUCTED WORKS NR-A SINGLE FAMILY RESIDENCE AND C 0 0,Ci �_ Z Date, MA A200, H.S.pef, Nw o Uj The SOM90 disposal Ahd water Supply hj� Mopected and/or certified by this Department 100afton t1ave been 01 - - be Saff3factay FOR T U , 01 eirsaradencies and found,to WF BEDROOMS. *819 knepper, -Ch , iii aft F\ D Q � U AUG 2q 2020 T-ITTIT.DTNG DF.PT- 4 RESeeek Software Version 4.6.4 Compliance Certificate Project King / Casamento Garage Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 260 ft2 Glazing Area 6% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2667 ROW off Long Creek Drive Timothy& Kleo Casamento/ Tom Samuels Southold, NY 11971 17 Woodbridge Court Samuels and SteelmanArchitects West Babylon, NY 11704 25235 Main Road Cutchogue, NY 11935 631 734 6405 ... ,..m - ren, T.�a^c__• ., r'•:":-�z�i?.�"+r��".=", _,;��r""'" _ �.• ...:G:�.�:�-,�',"�,�";' i�-�.i,=>�'�-=�c . o o,0 _ ®mm,o �}�.'_`7--s°, ,T' ;i;,.. .y..,"n�`,.af .,��5�'�'�a, r^,ir5�,. ,"�•r �`.,r,q,,9�''?l -)..ti`; Compliance: 27.41/6 Better Than Code Maximum UA: 197 Your UA- 143Y Maximum SHGC. 0.40 Your SHGC- 0.33 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 of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,180 30.0 7.0 0.028 33 Wall 1 north elevation:Wood Frame, 16" o.c. 399 19.0 7.0 0.041 15 Window 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 1 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 2 south elevation:Wood Frame, 16" o.c. 399 19.0 7.0 0.041 8 Door 1: Solid 18 0.370 7 Door 2: Solid 55 0.158 9 Door 3: Solid 63 0.158 10 Door 3 copy 1: Solid 63 0.158 10 Wall 3 east elevation:Wood Frame, 16" o.c. 243 19.0 7.0 0.041 8 Window 3:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 4:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Door 5: Solid 18 0.370 7 Project Title: King / Casamento Garage Report date: 03/26/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\King Casa mento\G arag e Pagel of 2 Energy Calculation.rck i Perimeter Wall 4 west elevation:Wood Frame, 16" o.c. 243 19.0 7.0 0.041 10 Window 6: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 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 building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require ents listed in the REScheck Inspection Checklist. /-1/G Na e- it a Sig ature Dat Project Title: King / Casamento Garage Report date: 03/26/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\King Casa mento\Garage Page 2 of 2 Energy Calculation.rck i y DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. APPROVED AS NOTED DATE:N* B.P.# v�&'Zz FEE: D BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE AU exterior lighting FOLLOWING INSPECTIONS: installed,replaced or I. FOUNDATION - TVV'O REQUIRED repaired shall conform FOR POURED CONCRETE to Chapter 172 2. ROUGH - FRAMING & PLUMBING 3. INSULATION of the Town Code 4: FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. "DO-NOT PRoCEED-WITH FIRAMING UNTIL SURVEY OF FOUNDATION HAS SEEN APPROVED LOCATION COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE RD CERTIFICATE OF OCCUPANC SOUTHOLD TOWN TRUSTEES SOLDER USED IN WATER SUPPLY SYSTEM CANNOT N.Y.S.DEC EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR AL. LIJMBING wAs`rE USE IS UNLAWFUL &WATER LINES NEED TESTING BEFORE COVERING WITHOUT CERTIFICATE .-OF OCCUPANCY TRUSS PLACARDIING REQUIRED ELECTRICAL WSPECTION REQUIRED D N/0 F Rauch Travis N REVISIONS: 50' MIN COMMERCIAL 93 S Howells Point Rd Be►Iport, NY 11713 at 2703 Long Creek Dr , 30' MIN REIDENTIAL N 75'31 17 E EXISTING EXISTING 210.00 - - - - - - 1000-52.-7-1.3 VACANT GROUND SITL 1jj6qTA PAVEMENT ` SCTM # 1000-52-09-1.2 o ' N/O/F PROPERTY: 2667 ROW off Long Creek Dr t o \ Orton Ang la ADDRESS Southold NY 11971 /" r- \ N 10 Pond Ave 'T' '' ;k ►� Southold, NY 1971 OWNER: Timothy Casamento I�TITh=�TIITh-rIII„�II1= ,' \ I Row \ Kleo King 10 -52.-9-1 .5FILTER MOUNTABLE BERM 17 Woodbridge Court 2" STONE OR CLOTH (OPTIONAL) ;; ' ' ROAD N/0/F West Babylon, NY 11704 RECYCLED CONCRETE PROFILE ` ' � ,\" ,� � � ,,, Murtha Gerard, Murtha Robin i I 411 E Lake Dr SITE: 87,937.5 sq.ft. 2.018 ac Montauk, NY 11954 64,350 SQ.FT. 1.477 ac �- 50' MIN COMMERCIAL i '` ' ' V /" 2684 ROW off Long Creek Dr � ,' 1, �. 1000-52.-9-1.3 Landward of wetlands boundary Z 30 MIN REIDENTIAL \ VACANT TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4/0 ZONING: R-80 SURVEYOR: Kenneth M Woychuck '.;: .. Land Surveying = ••Y , EXISTING Po Box 153 �... „ „ :;4: Q ' Aquebogue, NY 11931 GROUND . � License # . s 050882 - - JIT OF TIDAL AND Z I � '� - Dated Revised 12-1 -18 , t 3 O . .. .. .. .,' • :: _ ;" -_ HWATER/NONTI>1�AL T_� AND5 A5 DELIW; ATED Revised 10-10-18jjj12' MIN. OR MATCH w 4 ONSULTANTSRevised 06-01-18 ADJACENT ROAD WIDTH4o V H 25, 2018 Revised 05-24-18 N/0/F Revised 04-13-18 PLAN r,, , �" ;" /< iP - 'l �tR �t Update wetlands flagging 04-03-18 ANGELA NORTON >; `. , , Add 50 buffer 03-08-18 STABILIZED CONSTRUCTION ENTRANCE 610 Pond Ave \' O NON " \ I, Set stakes for NYSDEC 01/18/18 2 Southold, NY 11971 Z ;" ` / -- __-- -- -- -5- .---.---_ I NO SCALE 2653 ROW off Long Creek Dr '"', Y --- _ %' 10' MIN. 1000-52.-9-1.1 4,,--' �" �JT�.J I`�l � ---- _ 5 L 71 VACANT - I STABILIZED CONSTRUCTION ENTRANCE NOTES: , . \ ZONE AE"(EL 6)- 'ZONE X � IV Ar .� ro / 1. Stone size use 2 inch stone, or reclaimed or recycled � /. ," \{' '` ,- I , Long Island Sound concrete equivalent. ' IRM ZONE V 2. Length - not less than 50 feet(except on a single residence lot where 30 %' \` BOUNDARY LIMIT OF TIDAL AN / l foot minimum length would apply). ` V FRE5HWATER/NONTIDAL / i' "`,\ '' 'r LINE Hashamomuck Pond 3. Thickness -not less than six(6) inches. WyTLANDS AS DELINEATED \/ ' 4. Width -twelve (12) foot minimum, but not less than the full width at points EN-CONSULTANTS '`"\ , ,\\ '` '�` LIMIT OF where ingress or egress occurs. Twenty-four(24)foot if single entrance �,, ` ' '" `" J to site. MARCH 28, 2018 i' ," /h , I p CLEARING O ' 5. Geotextile -will be laced over the entire area riot to placing of stone. i"/ "r'" ;!' PROPOSE Z XISTING �aLU p p p g ', 12'X12' SHED VEGETATION TO �r �3 6. Surface water-all surface water flowing or diverted toward construction \i i `, ' ' BE REMOVED 'C10 deo °� entrances shall be piped beneath the entrance. if piping is impractical, a i \i' i" ' ! ' _ D o� mountable berm with 5:1 slopes will be permitted. \,' a 7. Maintenance -the entrance shall be maintained in a condition which will ITE 4o' 00 FT 5ETBACK O prevent tracking or flowing of sediment onto public rights-of-way, all �;`'J \\' '`� � i Q' - Gid \' � - LINE FROM TIDAL sediment spilled, dropped, washed or tracked onto public rights-of-way \ '' 6 AND FfZESHWATER/ must be removed immediately. /` /\ J� '-- NONTIDAL 8. When washing is required, it shall be done on an area stabilized with \\f \\ j i'V �,'� .f /`"�0 y %' , ` \ �' / \�� i WETLANDS stone and which drains into an approved sediment trapping device. �i ' y `� _ � , INSTALL TEMPORARY � 9. Periodic inspection and needed maintenance shall be provided after each `� PROPOSE to I (O rain. / ,/ �. ti SILT FENCE ALONG r GENERATOR ` 6 ` > , /" �` i N LIMITS,OF DISTURBANCE; ' �, "',/ \ " ' ` <C , �\ DR NSTALL TEMPORARY ' \ PERMANENT,.FENCE OR LIMI �O \' , ;SMALL STONES GL DING LL IPROPO IED Sol1� SILT FENCE ,4LONG ' NCE K/ \ ' .\ 9 ;TOCK P LE AREA LIMITS OF D I =�1JRBANGE FILTER KRE ECLOTH � � �.. DELINEATING 50 >' � 9�, � t` DISTURBANCE BUFFER.\. ,\ I I \\ ,,. SURFACE LIMIT OF TIDAL AN `�' \ ;i\ /`'. �d h' 6' ' ----CHAIN FILTER CLOTH MIN. 6" k x i �" 6 ,' D I �� DRAINAGE FRESHWATER/NONTIDAL � ; ,�,. ' '\ ;' � � ` S '\ s � �` PQ- .m � � LINK BELOW GRADE WETLANDS AS DELINEATED / i i ,p ; , '� 0x5 Ito �� FENCE \a FLOW EN-CONSULTANTS i�\ �� \\ % . \ D LIMIT i /A .� �� 06 Z MARCH 28, 2018 LEARIN G �\ .n -- -- i . /\\ / M n fSTURBA EXI TI �i �� i�� to Q E LINE \ �"..,�/ \" ` \ \� � \ �QO ,3gpo F.+/- op,,-' ' �� A A �� NDE CAOu TEMPORARY STORM WATER r ZONE AE (EL >6) X, +a.37" \ `� WA \t�0 PROP Nl** TA K ; : y o 0 \" \ \ �/ �\\ fi DRY�MLEL r'o I �� i• RUNOFF CONTROL MEASURE w J. 3 o \\;�` LIMIT O �, :. o. GA �o a� = Q Z %� PROPOSED, `, EROSION SEDIMENT CONTROL DETAIL w• wLL k FIRM ZO \ �ZONE�X � � ,� CLEA N c ` < / •�� LJ ------ --�-- -- N , O IMPERVIOUS i M BOUNDARY LINE N ' \.V\ ,/ ` ; ',' ` \�" PATIO HVAC e r,1 !�. ;-------- --T-- --r--- NO SCALE W• a N = M '�\ / \ \ /� r x �'" f/ PROk SED IBEY`4`6 '. �•' i ----"i ' -~i ci INSTALL TEMPORARY __-- Q H 5 l' O 1�1ON 5 PPI G \ �` - 51LT FENCE ALONG ,; =--- I 1 } �` I p qn 2 BEI1 )ROOM 4 Po NEW ' , TOP of EXISTING GRADE LIMITS OF DISTURBANCE 1 CjTVRE3�I�G �' KW,4 outdo r .O� � e R�sI��G� U ERGR UND ' � � � � AST IRON FRAME AND COVER \\ ,\ i,, I i �� rill Is anc�m\ FLR ELEV 12.0 U LIN LI 5 I TO GRADE (AS REQUIRED) i i\ /V", " �i +5.4 O - •�., ..�,, ��?I �\\ �� 40.0' I i TRAFFIC SLAB (SEE �tr1� `�\ Y WELL PLANS FOR LOCATIONS) 6 EXI5TIN s PROFb05�D EY�I ' at0r O W VEGETA N TO W q. x 8 G 'RAW BE RE VED i T OOM I\, N z LEAN TO �\ 5 i ��P�E g C S 100 FT SETBACK LI `' ? N N ®� '�` TEST HOLE Ua o 1�� ??L FROM TIDAL AND 6 i N �'{ sewer 5• g G QC7` OD El:x_6_.9_ !j FRESHWATER/ NONTIDAL i i m_g - a h _; _ a _ "- O 9 6 J ' 0o Lou ; ® ® ® ® ® ® ® ® ® DRAINAGE + I WETLANDS ` - - _ y1 - - - -� - T +8.3 i \5.3 -- +q.4 Q Z ® ® ® ® ® ® ® ® ® BASIN FOR FRONT Y i 28.0 O PROPOSED ' W ( > O ® ® ® ® ® ® ® ® ® O -�. z O 4 3'min SIZES SEE ROOF OVER/ iPROPoSE NEW 80 UNDE ND PUBLIC i O o- } ® ® ® ® ® ® E9 ® ® SITE PLANS DRY HELLI W ,STONE W, O LINE DL -� ►6X1 1 , Ul z ® ® ® ® ® ® ® ® ® BACKFILL 6 ; ASPHALT �� LP LP LP ; OQ PROPOSED NEW MON. ' O 4 �0 D M DRIVEWAY � 7 i 5TEPPING STONE ® ® ® ® ® ® ® ® ® To MATERIAL IAL PROJECT NO: 1803 / PIQ-I / .AW r LP LP EXP I WALKWAY �� , - ,. / 1 _ ,n,• �^ --__ O 0x6 ; O �'0 GLEAN 7, `\Z - -1 EXP i 0 ��A 00' N SAND AND DRAWN BY: UT 1 CONCRETE WASHOUT ARE I GU-n-E G R ; 6 O ; , , GROUND WATER - - - - - - - -GRAVEL CHECKED BY: BED OF PROPOSED DRI WAY DRAIN i D in i O MON. _ _ _ _ TS jVE 371.73' 7 S75'25'53"W i8, 7, 7\4' 6 6 275.00' Y PERMANENT STORM WATER DATE: TEST HOLE COBBLESTONE ASPHAL OBBLEST NE SPHALT GOBBLE TONE o ( I RUNOFF CONTROL MEASURE 2/25/19 CREE NO SCALE CURB Tom' DRIVEWAY CURB TYP CURB ❑ , RIVEWA ❑ , STORM DRAINAGE RING TYPICAL SCALE: ELEV. 6.9 EXISTING WATER MAIN ❑❑ 1" = 20' 0" NO SCALE ❑ OL DR BROWN 0.9' ---------------------------------------- -- ---------------- - -------water ----------- JJ --------- '/ �', SHEET TITLE: ANDY LOAM - - # _ -GAN -------------------------------- 7.5+ 7.0+ BROWN BLUE5TONE ROADWAY ------------- ___ ____________________ N/O/F Norton Angela _ / SM LOAMY SAND 1.1 ----- ELF-0 ------- Orton 9-- SITE PLAN ------------------------------------------------\ / 610 Pond Ave Southold, NY T1-9.7i -----;;__'`--' Ib' WIDE +/- FR� Y A7E R A� A'1� ROW , PALE O O I 1000-52.-9-1 .5 ROAD D_ BROWN I SW FINE ----------------------- --ELEG/CATV ---------------------------' 4.9' -------------------------------------------------- ------------------- ----------- COARSE N/O/F SAND _WATER OP05ED NEW 10' DEEP OF05ED NEW 10' DEEP POSED NEW SEPTIC 5Y5TEM FOR A Murtha Gerard, Murtha Robin WATER IN ELEV 1.0 GOBBLE5TONE APRON G055LE5TONE APRON 5 BEDROOM RESIDENCE AND GARAGE 411 E Lake Dr SHEET NO: FINE - GLEAN OUT Montauk, NY 11954 SW TO - 1200 GAL SEPTIC TANK (5T) 2668 Long Creek Dr COARSE 10N 'dla x 2.5' Ir de th 1000-56.-1-11 .15 SAND 6.0' VACANT POSED STAGING AREA - (5) 8 FT x 2 FT LEACHING POOL (LP) SCALE: 1 if - 201.O�� AND CONSTRUCTION - (2) 8 FT x 2 FT FUTURE EXPAN51 ON LEACHING POOL (EXP) ENTRANCE IN FOOTPRINT OF PROPOSED DRIVEWAY 08-02-17 K. WOYCHUK LS IND-BORNE DEBRIS PROTECTION FOR OPENINGSH--,- TSTRUCTURAL REVIEW E3Y STEVE MARES CA, PE } S 188-0� WAST MONTAUfG }�I G�+WAY, f�AMPTON E3AY5, NY I I�4& FOR WALL OPEN I NCS PROT�GT I ON O�!20 MFH �-S�GOND WIND GUSTS( PHONE 651 X28 �f480 MAXIMUM MEAN ROOF HE I C5HT: 55 9 RIDGE S LATA - 20 GAGE IDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY N V EWIOF STRAPE 0 EACH . CLASSIFICATION � . DESIGN CRITERIA : • ICE SHIELD UNDERLAYMENT S I N(5LE FAMILY RES I ENT I AL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DES 1 GN IN AGGORDANGE W 1 TH AMER i GAN N.T.5. oil' ° - FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 410 WIDE SPAN I \ CONSTRUCTION MANUAL 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESGR PTIVE METHOD FOR I + 2 FAMILY HOUSE W (OVERLAP AROUND OPENINGS 4") I ' ALTERNATE POSITION OF i ii V ASSEMBLY: I - I ( HURRICANE CLIP USE 55'-0 MAXIMUM GROUND SNOW LOAD - 45 PSF. Z FIRST LEVEL - 40 P5F. L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ W #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 1 1 L!VING AREAS - 40 PSF. L.L. WOOD SCREW @ 1611 O.G. SIMPSON H2 HURRICANE BEDROOMS - 50 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: i I ° CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w # / IOxI 1/2 ( W/ WA5HER5) I RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH e MACHINE BOLT @ 12" O.G. o J� 1 5- 8d TYPICAL EACH ENDR 5 SEISMIC DESIGN CATEGORY - B IDENG X WEATHERING - SEVERE O APA RATED PLYWOOD TO n LIJ s 1 v EXTEND TO TOP OF TOP PROVIDE L I®1 48 0 G�ON FROST LINE DEPTH - 56 F=- . \ I PLATE. EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY O= "- I SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT ® co GONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES F 1 i GONSTRUGTION UJ II w 1 I� ULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OG 11 I , GENERAL NOTES r I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY w I I I I I i ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE w I I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD 5HEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. V IGNED IN EAM RTOPLAP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14 ACCORD. THIS ANCE WITHCTURE HTHE NAS BEW YORK EEN SSTATE ENERGY U (' I 1 1 MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. l 1 i 11 51MP50N M5T21 04� Z 1 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O 1 1 I I 1 I 1 METAL STRAP ®48" OG. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. J It" for- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY ' 1 ' I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLELI 2 x b ®Ib" O.G. PLATE. 1 I I I 1 I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE CV I 1 1 1 GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS:4' OR WIDER SPAN 1 �' 1�' 1� 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A_325 BOLTS, 3/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ' 1 ' I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") 1 1 1 I INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. TH15 2x4 STRONG-BACKS © 24" OG �' 1�" AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A 501L 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 I I 51M?SON M5T2"I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION IS COMPLETE. ( I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" w/ WASHERS) GALVINIZED OR I 1 1/a WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1 METAL STRAP ®48" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD 50REW ® 12" O.G. CONCRETE SLABS TO BE COMPACTED TO c15y AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w5d/ SHEATHING TO SILL PLATE 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z , c #10x3" (w/ WASHERS) GALVANIZED OR, STAINLESS STEELNt •: WOOD SCREW @ I6" O.G. `'' ' -1. ALL HEADERS 6.0 FT IN LENGTH AND OVER To BE 21• SMOKE DETECTORS REQU I RED IN EACH BEDROOM AND cl) Q o 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR i.,:..:s'.;•;;: 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY , •>: SUPPORTED BY DOUBLE UPRIGHTS q.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( Al WASHERS) {. ACO TREATED. Y,, MACHINE BOLT 0 12" O.G. .'` Y' '' NEW YORK STATE BUILDING GORE. J o ��::.•,;, ;.,; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE � . m;; SEE FOUNDATION DWG. - �•ti'� '- N Q O :.:.:x, ;L. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. o}FOR DESIGN. 5/8 x 12 A.S. ®48 OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO x w/FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a Z WINDOWS - GLAZED OPENING "''"`"'t'r�' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED s a N =o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • N =o IN ACCORDANCE WITH LARGE MISSILE TEST OF A5TM E lag6 AND OF ASTM 1886. AND DECKS ETC.. v '� CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. v M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION co v, . �, HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBG CHAPTER #2504.cf h THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GODS COMPLIANCE SHAL!_ BE THE RESPONSIBILITY OF THE CONTRACTOR. p NAILING SCHEDULE FRAMING NOTES `A "a ` �w -� d a TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 @ 4 < ' DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. BETTER. q � o I NTERMED I ATE. V�L SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THIGKNE55 OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1803 RAFTER/TOP PLATE 3-166 (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o X10 ° CEILING JOIST/TOP PLATE 4-ad (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING J0I5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCK ING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o <,IO RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CONNECTIONS. 2/25/19 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCAL a STUD/STUD 2-Ibd (FACE NAILED) h 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HEADER/HEADER Ibd (PAGE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS G O O TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) IRDERS AND SHEET TITLE: 10 0( o X45 _ ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 I bd (PAGE NAILED) JOIST/51LL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. A5 PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL �hj BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAIJ-ED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 o LEDGER 5TRIP/BEAM 4-16d (FACE NAILED) �• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF NOTES & Ion o iso O l0 < O (4s JOIST ON LEDGERBEAM 3-I6d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS® 4' o.c. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J0157/51LL or TOP PLATE 3-16d (TOE NAILED) �� WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 0 0 PLYWOOD ROOF DECKING 8d @4 O.G. EDGES, @>8 O.G. FIELD "TECO" OR APPROVED EQUAL. 10 < O X30 GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO: STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS a 4" O.G. Ar PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, @8" O.G. FIELD Cf. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d (P6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. STANDING SEAM METAL ROOFING PER SPECS ON UNDERLAYMENT AS NOTED, ON $/4" PLYWD. ROOF DECKING i 46 O" ALUMINUM GUTTERS AT COMPLETE PERIMETER, PER SPECS, WDOWN5POUT5 TO DRYWELLS %2 P:2 Y:2 1 4a'-O" 5 5/2 11'-0" 22' 6" 111-011 40 40 I =ry DHG 251 HG 251+ to -- - - -- - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - -- - - ` _ storage shelvi,g by Owner - o �-- - - - - - - - - - - - - - - - - - - - - - - ♦ j uj 34 O V = +'Xi, I I I vn ! ` W n - - - - -I- - - - - �- � - - - - - - - - YIJOIRK SHOP ®< I I N I �o � Ix e r kC1 SLAB FLOOR. m r O O x , �- �p / PRp\/IDE INSULATION W _ - I I % I A O G GE i i $ I1 T} RIOR FINISHES o ~ ° 0 I I o ��II Nr° I = I c o rn I I .I15 4 CE PR DE IN LATION i / , O ! -P N -rni G D. F NII IHSS NS AN .0 I :21-3y2 - I I � O S1KL I I `` O TH 3 5! I J2 • I 5T R GE ° _ -- 0 2xlo I GE - _ —r- - I I NR % x :'' o II 0 0 r /.�� 0'0 as y x = GL. W BP�TH _ -�� ♦ W ' - - �- �- -- -- - - m V - - - - - — — — -- - — - L -- - - -- - -- - � - - - - - - - - - - - - - - - - - - - - — — 84x ` I I OV EAD I I1 0 a x I I'-lo" N`y I I Z ,n � ti to m . I I ® CV 108x84 108x84 OVERHEAD ' OVERHEAD 41-011 '511-011 .211011 41-011 51-411 A 11 op ol I -3 �- S" 28 O" a _O .011 P L ROO!- "I 0 0 R P LAr" Iq SCALE: 1/4" _ T-0" SCALE: 1/4" = 1'-0" Z V/ Q• l7 � Lo 46'-O" J �• oY F o } r ---------------I------------------------------------------------------------- W -j- w z 3 x ---------------------------------------------- 4 NJF= a z a � W• 0 � Lo storeshelvl�_ 5/D r--------------------------------------------------------- ---------------------------------------------------------n i a N c� W• 4N 3: -------- - F- ---------------------------- ------------------------ U I1 i �1 , I I , I � �• ti I I I I - I WORK i 4" THK. POURED GONG. SLAB i i� 11 I SHOP ! i I REINF. w 6x6, #4/#4 WWM ' I I I f I 8 THK. POURED GONG. t rr• O ! EQIPMEN \ I tlt 1 STOR?�GE I I � I , i I - FOUNDATION WALL, REINF. AT TOP w/(2)#5 REBAR ;tII 8"x16" POURED GONG. FOOTING ' I I I REINF. w/(2)#5 REBAR —1 II ( i I I POWER DOOR i OPENER PROJECT NO: " I I i ! I 1 _5v I ; 1803 I r I 0.2 DRAWN BY: SUB- ; J ----,' I 7'-1" I I TCS ! I ; PANEL I I t r r VY -------- '�, ; D E: 2/25/19 OPENER I I OPENER 1 - L---------------- ---- I ---------------------- SHEET L II --------------- ------------------------ S T TtT E: _ / TO SWITCH AT FRONT I ' ' DOOR OF RESIDENCE I I , --------------- , Ell GARAGE_i - - I I --- = _ ------------- ------------------------ -- --- ----------------------------------- -- L-- J PLANS --------------------- ---------------------- ------------------------------------ 4'-O" a�_O� 0�� q _0 41-011 • a. � SHEET NO: LA '11-011 LA -011 C Pir 1.4 r rc SCALE: 1/4' = 1'-0" 5EE SHEET #Icf FOR ELECTRIC 5YM5OL5 KEY 0 U D 10 H P RL "A' N SCALE: 1/4" = 1'-0" BID PERMIT SET UJI 0 ,- Z STANDING SEAM METAL ROOFING ON UNDERLAYMENT PER SPECS uj \��I 1 0 •• 10 di IO CRO55 GABLE DORMER w/CUSTOM 0 TRIANGULAR WINDOW. PROVIDE METAL O IL J1 u EDSINS AT ROOF Uj _ 4 _ 12 O cn fn F LU SPECS. PROVIIDE VENTEIDUS IFEFADEIT BEL PEER W FlnIF >71 STRUCTURAL COLUMNS, ANCHORED TOP � BOTTOM, CA5ED w/PVG G26 HG325 HG325 � G26 � r STAINED RED CEDAR CLAPBOARDS PER 5PE05 OVER HOUSE WRAP ON V PLYIND. wSHEATHING V W ----------------------------------------- ---------------- --------------------------------------------------------- SLAB 0 FOUNDATION BEYOND CO Cfl N PA all Ll m""751 ON ION '�� S r""InVA, . �t A S r r I illa LEM SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" od z- s co Q• M � r H 2 W -J' w z w I I ~ Q z n. � W• � " � o Q N C7 � N � W• N $ M U co 12 110 12 110 co- i 12 . 4 �4 OF N! W r y & 0 J , —I FTITI� I JUL _A_1L FTfl 1—t-1 I I I �1 HG3251 )HG325 #1` OVERHE 12 DOOR. OVERHEAD DOOR. OVERHEAD DOOR. SEE SPEI-15. SEE SPEC,5. SEE 5PEC,5. PROJECT NO: 1803 ❑ DRAWN BY: TCS I I I I I _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _� - - - - - - - - - 1/4'11- - � 2/25/19 = 1' - 0" { SHEET TITLE: ON0 R H L A.= 3 0 U HyVA, 10 Nv� GARAGE SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" ELEVATIONS SHEET NO: I BID & PERMIT SET REVISIONS Liu Z uml ® n O W O ® U) UJ n W PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAFPING AS PER CODE. PROVIDE CONTINUOUS VENTING AT RIDGE 0 se - � W 2x10 RIDGE V 12 Z 10 -- - -- - -_- - Ix4 ON Ix8 PVC, EAVE, APPLIED OVER O TOP EDGE OF WINDOW CASINGmom J CUSTOM TRIANGULAR WINDOW PER e. to � 2x10 RIDGE ELEVATIONS AND SPECS ® N METAL RO FING ON UNDERLAYMENT ON 5/4" PL WD. DECKING ON 2x10 PLATE GONTINUOU ROOF RAFTERS 12 , j . (2)2x10 BRIDGING w/2x6 HANGER ®48" o% .4j Ia - � i.�— ;-_} A-�, -;--' -_ -_- I- i - I_ - -y`-Y _i -f -r f^I -v_1 _ T7 A ! I I 1 A <_ 7 _I_ 4� _1 lI 4 d A - Ix8 PVC FA5GIA w/ALUMINUM LEADER 6 D . FINISH YP. B PVC, FRIEZE BOARD OVER GASI NG 18" op CEILING AND ROOF FRAMING PER PLANS CASED BUILT-UP HEADER. SEE PLANS otS Z EXTERIOR WALL WOLAPBOARD t . 7 HIGH OVERHEAD GARAGE DOOR PER _ SIDING ON 3/e" PLYWD. SHEATHING * Q ON 2x6®I6" FRAMING. PROVIDE G � G SPECS J �. °a INSULATION PER 5FE05 ` W r 3 W, z w u.X �� a z 4 THK. GONG SLAB REINF. CONCRETE VERGE FROM SLAB TO � _ � W v w- � 0 w/6x6, #4/#4 MM GRADEix a Q N C7 W• N = M 3 THK. RIGID SLAB INSULATION 5 M PER SPE05 ON COMPACTED SUB-GRADE to o - .. moi. .,..-... .. „•...> :- -. i. '..Y(..Y; ;'.:...i'.•. ".l.;•. •.... Z, Y..J S. 1. e./, ..4. ..J.- ti: ;.¢.' r;i. _ .-nZ+,,. ' • THK. GONC, FOUNDATION WALL w/(2)#5 REBAR AT TOP EDGE d , , '3 . '\. ' \` f,a ,�i •'•, FOUNDATION BOLTStjp '\' \ \ \ \ \ \'\ •;'�..•.;,..�. \ 8 xlb POURED GONG. FOOTING �•:..,.�;:- \ ��' .a . 4 , , -/. W/(2)#5 REBAR % / / \ i' ' \\ /\ i;•\ " ;�f�. f \\' / \ \ \ i \v \ / /\ PROJECT NO.: ' \ \/ , \`�/• /� \ / / ,\•\ / \ \`,'/. `\ /.` \/\ •\� /•\ •\i / / '\ % /\ '� i \ \ / \, / / 18o 3 DRAWN BY: C CHECKED BY: /i' / ,' / /' / / `/" ;` /' •;' •, / / ," / / \`% % / DATE: 2/25119 r0" U I L" D �m H %o27"" S "'I" T 0 P\%j SCALE: SCALE: 3/8 -0 / , i / % , SHEET TITLE: -\ \ -,; �" \� \ • \ \ \' , \' \ \ � , � �, �;� BUILDING SECTION 'C' / / /" ' / .\ \/ \ •/ / / / \/ SHEET NO: BID & PERMIT SET