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HomeMy WebLinkAbout37745-Z g�FFOI,�c Town of Southold Annex 8/14/2013 =off �G P.O.Box 1179 z 54375 Main Road oy �- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36447 Date: 8/14/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 5115 New Suffolk Rd,New Suffolk, SCTM#: 473889 Sec/Block/Lot: 110.-8-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/11/2013 pursuant to which Building Permit No. 37745 dated 1/11/2013 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: accessory storage building as applied for. The certificate is issued to Gleason Living Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37745 7/15/13 PLUMBERS CERTIFICATION DATED Au o ' ed Si ature OfF04 Town of Southold Annex 8/14/2013 cO°y P.O.Box 1179 54375 Main Road o • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36448 Date: 8/14/2013 THIS CERTIFIES that the building GENERATOR Location of Property: 5115 New Suffolk Rd,New Suffolk, SCTM#: 473889 - Sec/Block/Lot: 110.-8-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/11/2013 pursuant to which Building Permit No. 37745 dated 1/11/2013 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: accessory generator as applied for. The certificate is issued to Gleason Living Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37745 7/15/13 PLUMBERS CERTIFICATION DATED C 74r# Si ture 'ram TOWN OF SOUTHOLD q�gUFFO(,�co BUILDING DEPARTMENT y Z 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#: 37745 Date: 1/11/2013 Permission is hereby granted to: Gleason Living Trust 5115 New Suffolk Rd PO BOX 336 New Suffolk, NY 11956 To: construct a 20' X 24' accessory storage building as applied for amended to install an accessory generator; two COs required At premises located at: 5115 New Suffolk Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 110.-8-34 Pursuant to application dated 1/11/2013 and approved by the Building Inspector. To expire on 7/13/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $292.00 CO -ACCESSORY BUILDING $50.00 ACCESSORY $100.00 CO -ACCESSORY BUILDING $50.00 �- ELECTRIC $85.00 Total: $577.00 Building Inspector Form No.6 TOWN OF SOUTIIOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees . 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 $15.00 Date. January 10, 2013 New Construction: Old or Pre-existing Building: (check one) Location of Property: 5115 New Suffolk Rd, New Suffolk House No. Street Hamlet Owner or Owners of Property: Thomas III & Nancy Gleason Suffolk County Tax Map No 1000,Section 110 Block 08 Lot 34 Subdivision Filed Map. Lot: Permit No. Date of permit. Applicant: West Creek Builders Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ pficant�Signatu�re�i �_ Town Hall Annex p�S11FF0�,��OG� Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 0 - Southold, NY 11971-0959 y�j�l �p0� roger.richert(cD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tom Gleason Address: 5115 New Suffolk Rd City: New Sufolk St: NY Zip: 11956 Building Permit#: 37745 Section: 110 Block: 8 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-70 A/C Blower Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 48 KW stand by generator with 600a transfer switch and fused 600a disconnect garage/storage building,1-exhaust fan Notes: Inspector Signature: Date: July 15 2013 Electrical Certificate.xls 37p oF So�Tyo cOUNtY,� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION p[ ] FOUNDATION 1ST [ ] ROUGH PLBG. T� [ ] FOUNDATION 2ND [ ] INSULATION- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL L) REMARKS: <, , " � DATE INSPECTOR OP SOGTyo ly�Ou 1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION YFRA NDATION 1ST [ ] ROUGH PLEIG. NDATION 2ND [ ] INSULATION MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a(� DATE 3 INSPECTOR Of SOUIyo� X �y�OUNT 1, TOWN OF SOUTHOLD BUILDING DEPT. Al 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �''] ELECTRICAL (FINAL) REMARKS: DATE 7 INSPECTOR J` hO��OG SO�Ty��o -2 � coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: or DATE f INSPECTOR FIELD IlVSMC 4N REPORT DATE COMI E.NTS � ro FOUNDATION(1ST) -L FOUNDATION(2ND) m ROUGH FRAMING& PLUMBING C-) c r INSULATION PER N.Y. �H STATE ENERGY CbDF, • 1. zZfe FINAL • ADDITIONAL COMMENTS 4 � � w Z � e TOWN OF SOUTHOI:D- _BUILDING PERM IT APPLICATION CHF'CKLIST BUILDING DEPARTMENT Do%ou have or need the following. before applying-'? TOWN HALL Board of Health SOIiTHOI.r'D;-NV'I1971''' TEL: (631).765--1802 _ . PlanningiBbard approval: ? FAX: (631)765-9502 _ Snrvey 5outhaldTown.NorthFork.net. - i'ERM-1T NO. Septic Form _ . _,..- . . .. Ira:.`; . .. ' , „ . ., _,'N.Y,.S.D.E,C.,. - • .=;1" , "trustees .7 r•r�;ll?1p"t_._. , - C.O-Applicatio n.. Flood Perniit _, %` •2p _. ..Single R.Separate Examined 7 ../ -- - Storm-Water Assessment Form...... _ --- _ "Contact- Approved. __ r II 20• L,3 Ma11 to:West Creek Builder- - ; rj.'PO'Boxt256,'NewtSuffolk,.NY;1�1,956 Disapproved a/c Phone: 631-334-9205 Expiration Atfn:'Gary Stemfeld . iY Butldtri� t ' ' ;'.,•.�,- _ ._ ;-�;�,• _Irt spe c or• - iCATION FOR BUILDING PERMIT - } hate. January 10 . 20:13 INSTRUC.TION4 a. This4' pliC8tionMjU_W a cotnpletel filled in by type%%riter or in ink and submitted to the Building Inspector with 4 sets of plans.accurate-p o$li' x1aSi1� t01 :accrdiiig_td b. Pibt plan shy► ion of lot and of buildings on premises. relationship to adjoining premises or public streets or .areas..and waEe1, •, _. __._... -.._ c. The work covered by this application may not be commenced before issuance of Building Permit d. Upon approval of,.this appliCaktionn the,Butldiltg,lnspcctor.will:issue,a Pudding.l ermit,to the applicant._Such`a permit shall be kept on the premises available for inspection throughout the work e. No building shall,be.occ_upted or used„in_jaholc or in.pa for any purpose %%hat,so ever r,until,the.Building inspector issues a Certificate of Occupancy. _ --. f. Every building permit shall expire'if the work authorized I1as not commenced within 12 months after the date of issuance or has t>lor'been Completed_within-l-8 rrk nths-t'rom such date. l#"rio zoning amendments or other regulationstiffectiitg.t4e property have been enacted in'tlie'iiiterim."the.Building.Inspecciu niaV authorize.-.in writing,the.extension ofthe:pe.rmit for.aii' addition'six ntonfhs:Tl ereafier;`a'tiew._permitshallnlie.requit:ed:''" 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 Southdld;rSuffolf ,County:;Nev, Y:ork,;and;otlter applicable;Laws.Ordinances,or;, : r Regulations,for the constructtoii of buildings;;additions,.or altet,ations.or to;r rerngypl or demolition,as;herein described, The I r applicant agrees to comply with all applicable laws.,ordinances.,buildiq&code, housirtg,cocte and regulations,and to ad it authorized inspectors on premises and in building for riecessa*. inspectionsi�4; 4 'West Creek Builders. LLC (Si�,iiafUre ofapplicamb"r, "aline,'i a corpo ation ' . if!.. r: .:' f;.} .", :�iP: .. .1' ..�.{d t �.' .�," , ! t f,• - �:."(° ,} ' PO'Box 256, New SuffolkL NY 11956 : (Mailing address of applicant) State whether applicant is owner, lessee. agent. architect. engineer. general contractor.•electrician 'plumher'or Builder General Contractor Name of owner of premises Thomas III & Nancy Gleason (As on .the tuxxoll or latest deed) If applicant is a corporation.signature of duly authorized i�f titer ; Gary Steinfeld, Partner (Name and title of Corp rate oiticer) Builders License No. 41503-H Plumbers License No. Electricians License'No::, c 'y,l i , '' .. . .. ...:'Iry F:;r, ir, �:.'_I C. `.:Ili ',. 1. ! .�h.. . !i: ±'ti;' , ;it:,., i:;•t. � ,`� e Other Trades Lice", ise'No. - 1. Location of land on which proposed work will be done: 5115 New Suffolk Rd New Suffolk House Number Street -Hamlet _ County Tax Map N.o::1000, 'Secti.on,:1,40- Block .08 --- _ .. - of Filed Map No. I Subdlvi§i1oft:,-N/A 2. Stateconstruction:,t :-exist-inguseand-6ccUpancy of premises and intended use and occupanc% of proposed a. xistinguse an&occupancy Single Family Residence b. Intended use and occupancy Single Family Residence.'.!=_ftrade!Barn 4i, New Building Addition Alteration 3. Nature of work(check which applicable}: Repair -,,,.Removal Demolition Other Work Storage Bam (Description) 4. EstimatedCost S5­01,000.. Fee C (To be pa-id'on filing this applicittion) 5. If dwei'ling. number of dwelling units -Number of dwelling units on each floor If garage, number.of cars J 6. If business.-commerci'al or mixed occupancy. specify nature and extent of each type of use, 7. Dimerisions,of exiWn'g-structures. i fany: Front Rear Depth- Height Number of Stories *Se'e'Attached Survey Dimensions of same structure with alte ratio ns,.or fadd itions:; Front N/A Rear Depth Height Number of Stories r P AJ 8. Dimensions of entire new construction: Front 20' Rear 20' Depth 24' Height 18' 2" ;;.Number of Stories 1 9. Size of lot: Front— 802 —Rear- 325' Depth 1,407' jj.,744,657 sq. ft. 10. Date of Purchase March 21, 2001 Name of I"ormer0whe 11. Zone or use district in which premises are situated AC I! ,a I; I Do'es dl 2t oi600s� "'co'-fi-,s,t*r-u"ctio'd Violate'dri.v 7-oninly, `oM i hande,or Ire glilatioh?"YESX ;,,NO d ,-graded?-d?*YES ­ Will excess lil 13. Will l6t be re-o". 'NO e 5115 New w,Suffolk Rd. i 0"rMWt -ner -premisqS Tom Gleason "Phon - 621 Name ofr,Architectf3 [ ;..:-.'� V,; "I! Addr"&-,-_,,-, Name of Contractor West Creek Builders Addrel.s.s.-IR0,Box 256 __ -,Phone N,6wSuffolk,-N J! 15 a. Is!his­-`lp'dl;elti y-! wefland ifresh*ater-Wef land2-*YES"X * IF'--'Y'.*ES"-'."§Otjt-H'bL]j'TO'"!TkU'STE!ES!&"O.E,,C(i;PERMi ITS-MAVBE:REQU I RED b. Is this oroperfyI'Mhin t - 00'`fi&'61`a Ifidiff * IF YES. D.E.C. PERMITS MAY BE REQ1JIRED'.'"' *Proposed Storage Bam is not within 100' of tidal wetland or freshwater wetland. 16--.-PTOvide survey to- . '' C! -adcura curate- ,-fpiifi&iion plan and distances to property lines. . scale,-with' 17. If elevation-at any point onproperty is at 1.0 feet or below. must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES—NO X :,IF:YES,:PRQV�,IDE Tj- STATE OF NEW YORK) COUNTY OF Garyi Steinfeld b6n�i duh,'sWorn.deposes and says that(s)he is the applicant (Name of individual signing contract)above named. (S)He is the Contractor (Contractor. Agent.Corporate Officer.etc.) d file.this app 6" performed *1_0_1 r%, .of said owner or owners,and is duty authorized to perl'brin or ia%e perl runed the said_%vork and-to make pn.,�o lication: e s_knoiwvl6dL, and belief: that the r,willibe that all statements contained in this application are true to lft�i best his �6 performed in the manner set forth in the application filed ...... ------- OV! IV, WSw ri before me th BepipjIF 4.WROSKI tA y Public`' FSiat ureof ApOliean6 NotaryPublic- a No. OID06095328, Suffolk C ty Term Expires July 7,20 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANT NAME: Owner-Agent-Consulbnt crOther IClrcleOne) ProortyOWNER(9Difrerent than Applhmnq West Creek Builders Thomas Gleason Addr°'PO Box 256, New Suffolk, NY 11956 AW""6115 New Suffolk Rd, New Suffolk, NY 11956 Telephone 0631-334-9205 Fu°'866-352-5112 Ta"'t' -8'516-356-7621 Pax E-Mae a westcreekbuilders.com E-Mail: Propert r Addrese:5115 New Suffolk Rd New Suffolk NY Brief naacrip°0n of Coign Activity,Paoposed stroctorat BMPa,sa joge 110 08 34 1 Stahaliation BWs,Project Scope mWor Sequence of t'.onstnrdion Activity Dikke ae,aee shack Lai lWariee AdeAlorW Pa"as Neeeia) tf.i!.ofCon' ranara contact Person p.aponalbla(or implementation ofswPPP: Construction of 20'x 24' Storage Barn____ West Creek Builders - Gary Steinfeld __-Excavate and Backfill for Foundation___ ' J A"'°'�'PO Box 256, New Suffolk, NY 11956 -Silt Fence around_ Excavation Site � Taleptwnaif Fair -All Run-Off from Proposed to be 631-334-9205 866-352-5112 -P -_-- - ____ - E-rBaB: a westcreekbuilders.com --- ------------ Contained Site which encompasses Man Persona _ stallation A _ e---_-____ f. �Ga Steinfeldon5lble for tn West Creek Builders nceowPu. ___ 17 Acres of Porous Well Drained Soil ___ ddress:PO Box 256 New Suffolk, NY 11956 -_7-_N_o&j n_-Qff Will_Flow to Adjacent-------- Telephone"' Feat ____Properties or Public Roads_ (1,000+feet-- E-Yeti: 631-334-9205 866-352-5112 from Pro osed_Structure a westcreekbuilders.com ---- -----p--- -----�------- --- --- ! TolatluaeDt Pro�eclParoatA'(T44.657/ 17.1 an,fo Groun Land 700 S.F. _ ce (s.F.IAo ) (9.F.IAoes) --'•'_—_— ,__.. I Project Duration: Stag End (A71tP°ated) 120 Days Date: 2/2013 Odo: 6/2013 ___.._......... .._. _ • Wanes d eaa+drDgal VAII this Project Disturbefive(v�orMoreAaesatQ " "•-_.._._.__.. .,,.....____..___,__... .-.__--•---•-----____ Any One Time During the Proposed Development? Yes No ---- ----- - -- -----_ ..--•-•----------------- IIfYES:PlasseAnswerdwFollawingi ------------------------------------------------ a. Does the Applicant have a Qualified inspector On 0 Staff To Conduct the Required Inspections? Yes No Uat the NAMES description craft Potenttatty impacted Wahybodiaa aadfor vretlandc b. Does the SWPPP Indicate How Frequently the Site = Q }} Inspections will Occur and for What Period of Time? Yes No N/A k c. Does the SWPPP Adequately identify All Temporary ---- ----- _ _ _ .-------------- and/or Permanent Soil Stabauzation Measures? Yes No - d. Does the SWPPP Adequately Identify a Complete = 0 .------....... _.....---_._.. ...... -_. . ...... I Project Phasing Plan? Yes No status of impacted watert":(•g.T1Aob,303(d)Listed,Impaired_) I e. Does the SWPPP Indicate Additional Site Specific = r__1 i Practices that Will be Utilized to Protect water Quality? Yes No i f. Has the Applicant Submitted a Completed DEC Notice Typo or impacted wa r -• ... ........ .. ....rbedy leg.Lake,Creek, Of Intent and SWPPP Acceptance Form far Review IU L- 1 te Day.Pared,Sound,Freshwalerwevar,d ) by the Town of Southold? Yes No l STATE OF NEW YORK, �• �' l COUNTY OF..... .7 .,,....... ..........SS i i 'That I,....Gary-Steinfeld being duly sworn,deposes and says thailie/she is the applicant for Permit, ....................... .......... (Nerve of individual signing Docunranl) And that he/she is the ......................................... Contractor ..�...... :,........ie officer;;q..........................................................._... Owner.Carnrxtor, I. I Owner and/or representative of the 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 I that the work will be erformed in the manner set forth in the application Filed herewith. Sworn to befgr�e,me t I .............,�.�...-1-...............tl y of...�.C',.A_QJ0.fLA--..--............,201; —- �j Notary Public: ...$4A} J:D ................. MS-Kt- �............ . i (S gnalura of Applicant) SWPPP Assessment FORM: 3-112 No. O1 D06095328,Suffolk Co u ty Term Expires July 7,20 I O��pF SO�I�o 01 Town Hall Annex 1 / Telephone(631)765-1802 54375 Main Road y ax(631)765-95Q2 P.O.Box 1179 G Q roQer.richert .town.soutnollC6y.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: '® ✓ Company Name: ' Name: I License No.: MAL Address: o Phone No.: �3� JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 51 IS - *Cross Street: /A, 1-911 4,4AIgg— *Phone No.: / • ��, �an Permit No.: '3 Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Li KA17.5aJ,��` OItO ea ET f I KC>- 9' - MP— w , IA (Please Circle All That Apply) ` Is job ready for inspection: -- i YES NO. Rough In Final *Do you need a Temp Certificate: YES/(E) I Temp Information(if needed) i *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-co [1nergPugd 1�It�fr'1b r Meters Change of Service Overhead Additional Information: PAYM UE WITH APPLICATION nnl JUL - 8 .2013 I BLDG. DEPT. .82-Request for Inspection Ford TOWN OF SOUTHOLD I f Ole, so v7-;�o M-.) /* wr I01Vf5 r-- /ovVer- s �re'N7tl � ��i�°, �• ! Ys J J U L 2 2013 BLDG.DEM. To1N1!OF SOUTHOLD ° Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must Identify ALL contractor(s)and i sub-contractors)that will be responsible for Installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices Included In the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stormwater management practices included In the SWPPP. , The owner and/or operator shall have each of the contractors and/or sub-contractors Identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a dally basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terns and conditions of the SWPPP and agree to implement any.corrective actions identified by the qualified inspector during a site inspection.i also understand that the owner or operator must comply with the terms and conditions of the most current version of the New j•. York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from i construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate infonnation is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings." Partner 1/10/13 t,E Tik: a� In addition to providing the certification statement above,this page must also Identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: __. _-_Excavation through_Completion of New Structure (Please Describe Hen) NAME and TITLE of the Trained Contractor(s) responsible for SWPPP Implementation; Gary Steinfeld Partner 1/10/13 "ME: Title: oa": NAME,address and telephone number of the Contracting Finn; _West Creek Builders.___.___._____,____________•______-. ,...,..._ PO Box 256 New Su_ff_olk,NY.11956 _ 631-334-9205 Property Address and Suffolk County lax Map Number of the site; _5115_New Su ffolk,RcJ,_IV_e_w.$..-u Folk,_NY s.C.T.M.M tppp 110 08 34 District Section Block Lot - '�------' The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures Identified In the I SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents In both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certlfientlon Statement FORM: 03-12 JV C EI Model: 48 R C:Lo KOHLER® ��OVVERIS EMS Multi-Fuel l LP Va or/Natural Gas 9001 TOWN OF SOUTHOLD Standard Features LA _ • Kohler Co, provides one-source responsibility for the ice, M�RSY•��vtS NATIONALLY REGISTERED generating system and accessories. - 0 The generator set and its components are prototype-tested, AI w factory-built, and production-tested. Saar f .f ,2 3a5xi2 .:.�g �•^`-* ''�-," rx s� _ � �s • The generator set accepts rated load in one step. F .t �F� s�' �� p • A standard five-year limited warranty covers all systems and r ie �rr �v i " uk �' � components. gyp W �;4 ''y� fi , s {ryZ1Z , a Quick-ship (QS) models with selected features are available, R ' 'k f See our Kohler distributor for details. 2r. 'I- Y 7- s'e9k o- ,`J:` ,''s` '''`�''�r'-. 3 RDC2 Controller 5, �gg, " o One digital controller manages both the generator set and � `` ,... transfer switch functions (with optional Model RXT << 3g u'W transfer switch). V J c Designed for today's most sophisticated electronics. o Electronic speed control responds quickly to varying household demand. - Digital voltage regulation protects your valuable The Kohler® Advantage electronics from harmonic distortion and unstable power i High Quality Power quality. Kohler home generators provide advanced voltage and c Two-line, backlit LCD screen is easy to read in all lighting frequency regulation along with ultra-low levels of conditions, including direct sunlight and low light. harmonic distortion for excellent generator power quality to a Engine Features protect your valuable electronics. Powerful and reliable GM 5.0 L liquid-cooled engine • Extraordinary Reliability o Closed-loop fuel control for long-lasting, clean emissions --� Kohler is known for extraordinary reliability.and o Simple field conversion between natural gas and LP performance and backs that up with an industry-leading vapor fuels while maintaining emission certification 5-year or 2000 hour warranty. a Innovative Cooling System o Ail-Aluminum Sound Enclosure Electronically controlled fan speeds minimize generator e Fast Response set sound signature Kohler's Fast-Response"' X excitation system delivers e Certifications excellent voltage response and short-circuit capability o The 60 Hz generator set engine is certified by the using a rare-earth permanent magnet(PM)-excited Environmental Protection Agency(EPA)to conform to the alternator. New Source Performance Standard (NSPS)for stationary e Quiet Operation spark-ignited emissions. Kohler home generators provide quiet, neighborhood- o UL 2200 listing is available (60 Hz only) friendly performance. CSA certification is available (60 Hz only) Approved for stationary standby applications in locations served by a reliable utility source Generator Set Ratings Natural Gas LP Gas Er- 130°C Rise 130°C Rise- S�% L7 r • ; Standby Rating Standby Rating ! T Alternator Voltage Ph Hz -.kw VA Amps kW/kVA - Amps 120/208 3 60 48/60 167 50/63 - 173 120/240 3 60 46/58 138 48/60 144 VH 4P7BX 277/480 3 60 48/60 72 50/63 75 220/380* 3 50 38148 72 39/49 74 230/400 3 50 38/48 69 40/50 72 240/416* 3 50 38/48 66 40/50 69 407BX _._ 120j240 1 60 48/48 200 - 48/48 200 * 50 Hz models are factory-connected as 230/400 volts. Field-adjustable to 220/380 or 240/416 volts by an authorized service technician. RATINGS:All three-phase units are rated at 0.8 power factor.All single-phase units are rated at 1.0 power factor.Standby Ratings: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads with an average load factor of 809n for the duration of a power outage.No overload capacity is specified for this rating.Ratings are in accordance with I30-30416!1.. BS 5514,AS 2789,and DIN 6271. GENERAL GUIDELINES FOR DEFLATING: AULide: Derate 1.3i5 per 100 m(329 ff.)elevation above 200 m(656 ft.). Temperature: berate 3.o%per 10°C(18''17 temperature above 251C(771F). Availability is subject to change without notice. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatscever. Contact your local Kohler generator distributor for availability. G4-211 (48RCL) 712b ,. Alternator Specifications Specifications Alternator a The unique Fast-Response' X excitation system delivers Manufacturer Kohler excellent voltage response and short-circuit capability using Exciter type Brushless, Rare-Earth a rare-earth, permanent magnet (PM)-excited alternator. Permanent Magnet a Brushless, rotating-field alternator with broadrange Leads:quantity,type reconnectability. 407BX 4, 120/240 • NEMA MG1, IEEE, and ANSI standards compliance for 4P7BX 12, Reconnectable temperature rise and motor starting. Voltage regulator Solid State,Volts/Hz Insulation: NEMA MG1 s Sustained short-circuit current of up to 300% of the rated Material Class H current for up to 10 seconds. Temperature rise 1 Standby ® Sustained short-circuit current enabling Bearing:quantity,type 1,Sealed g downstream circuit Coupling Flexible Disc breakers to trip without collapsing the alternator field. Amortisseur windings Full a Self-ventilated and dripproof construction. Voltage regulation,no-load to full-load ±1.0%RMS Unbalanced load capability 100%of Rated Standby • Vacuum-impregnated windings with fungus-resistant epoxy Current varnish for dependability and long life. One-step load acceptance 100%of Rating Peak motor starting kVA: (35%dip for voltages below) Superior voltage waveform from atwo-thirds pitch stator and 480 V,400 V 4P7BX(12 lead) 180(60 Hz), 136(50 Hz) skewed rotor. 240 V 4Q7BX(4 lead) 113(60 Hz) Application Data . Engine Engine Electrical Engine Specifications 60 Hz 50 Hz Engine Electrical System Manufacturer General Motors Ignition system Electronic Engine:model,type Industrial Powertrain Battery charging alternator: Vortec 5.0 L,4-Cycle Ground(negative/positive) Negative Natural Aspiration Volts(DC) 12 Cylinder arrangement V-8 Ampere rating 70 Displacement, L(cu.in.) 5.0 (305) Starter motor rated voltage(DC) 12 Bore and stroke,mm (in.) 94.9 x 88.4(3.74 x 3.48)Compression ratio 9,41 amps ew Battery,(Cr Rated rpm 1800 1500 recommended cold cranking Main bearings: quantity,type 5,M400 Copper Lead Qt(C rating for-18`C(07) One, 630 Max,power at rated rpm,kW(HP) 66.4(89) 54.5(73) Battery voltage(DC) 12 Piston speed,m/min. (ft./min.) 318(1044) 265 (870) Battery group size 24 Cylinder head material Cast Iron duel Piston type and material High Silicon Aluminum Crankshaft material Nodular Iron Fuel System Valve(exhaust)material Forged Steel Governor type Electronic Fuel type LP Gas or Natural Gas Frequency regulation,no-load to Fuel supply line inlet 1 in, NPTNatural gas fuel supply pressure,kPa full-load Isochronous in. H Frequency regulation,steady state t1.0% ( 2O) 1.74-2.74{7-11) LPG vapor withdrawal fuel supply Frequency Fixed pressure, kPa in.H O Air cleaner type Dry p ( 2 ) 1.24-2.74(5-11) Fuel Composition Limits* Nat.Gas LP Gas Exhaust Methane,% by volume 90 min. — Exhaust System 60 Hz 50 Hz Ethane,%by volume 4.0 max. — Propane,%by volume 1.0 max. 85 min. Exhaust manifold type Dry Propene,%by volume 0.1 max. 5.0 max. Exhaust flow at rated kW,m3/min. (cfm) 13.3(468) 10.6(375) C4 and higher,%by volume 0.3 max. 2.5 max. Exhaust temperature at rated kW,dry Sulfur,ppm mass 25 max. exhaust, 'C(IF) 716(1320) Lower heating value, Maximum allowable back pressure, MJ/m3(Btu/ft3),min. 33.2(890) 84.2 (2260) kPa(in.Hg) 10.2(3.0) Exhaust outlet size at engine hookup, Fuels with other compositions may be acceptable. If your fuel is mm(in.) 63(2.5)OD outside the listed specifications, contact your local distributor for further analysis and advice. G4-211 (48RCL) 7/12b Application Data Lubrication RDC2 Controller Lubricating System Type Full Pressure Oil pan capacity,L(qt.) 4.7(5.0) Oil pan capacity with filter, L(qt.) 6.2(6.5) V.Ug.. 240 v CA. Oil filter:quantity,type 1,Cartridge O Freq, 60.OY.z oo U0 Cooling ra 11_J'CO1 S- � ^�Radiator System 60 Hz 50 Hz Ambient temperature, `C(`'F) 45(113) Radiator system capacity,including engine,L(gal.) 17(4.5) The RDC2 controller provides integrated control for the Engine jacket water flow,Lpm(gpm) 117.3(31) 98.4(26) generator set, Kohlera Model RXT transfer switch, Heat rejected to cooling water at rated kW,dry exhaust,kW(Btu/min.) 48.4(2750) 42.9(2440) programmable interface module (PIM),and load control Water pump type Centrifugal module (LCM). Fan diameter,mm(in.) qty.3 @ 406(16) The RDC2 controller's 2-line LCD screen displays status Fan power requirements(powered by engine battery charging alternator) 12VDC,18 amps each messages and system settings that are clear and easy to read, Operation Requirements even in direct sunlight or low light. Air Requirements 60 Hz 50 Hz RDC2 Controller Features v Radiator-cooled cooling air, • Membrane keypad: ms/min. (scfm),' 51 (1800) 51 (1800) o OFF,AUTO,and RUN pushbuttons Combustion air,m3/min. (cfm) 4.5(159)- 3.7(132) o Select and arrow buttons for access to system Air over engine,m3/min.(cfm) 25(900) 25(900) configuration and adjustment menus Air density=1.20 kg/m3(0.075 ibm/ft3) a LED indicators for OFF,AUTO, and RUN modes Fuel Consumption, • LED indicators for utility power and generator set source Natural Gas,m3/hr.(cfh)at%load 60 Hz 50 Hz availability and ATS position (Model RXT transfer switch required) 100% 19.8 (699) 15.8 (559) 75% 16.9 (598) 13.5 (478) ® LCD screen: 50% 13.0 (461) 10.4 (368) Two lines x 16 characters per line 25% 9.1 (321) 7.3 (257) Backlit display with adjustable contrast for excellent Exercise 4.2 (147) 4.2 (147) visibility in all lighting conditions LP Gas,m3/hr.(cfh)at%load 60 Hz 50 Hz ® Scrolling system status display 100% 8.0 (283) 6.4 (226) o Generator set status 75% 6.7 (235) 5.3 (188) o Voltage and frequency 50% 5.0 (175) 4.0 (140) Engine temperature 25% 3.4 (121) 2.7 (97) Exercise 1.5 (54) 1.5 (54) Oil pressure Nominal Fuel Rating: Natural gas,37 MJ/m3(1000 Btu/ft3) ° Battery voltage LP Vapor,93 MJ/m3(2500 Btu/ft3) Engine runtime hours LP vapor conversion factors: • Date and time displays 8.58 ft.3=1 lb. a Smart engine cooldown senses engine temperature 0.535 m3=1 kg. a Digital isochronous governor to maintain steady-state speed 36.39 ft.3=1 gal. at all loads o Digital voltage regulation: ±1.0% RMS no-load to full-load Sound Enclosure Features • Automatic start with programmed cranking cycle • Sound-attenuating enclosure uses acoustic insulation that s Programmable exerciser can be set to start automatically on meets UL 94 HF1 flammability classification and repels any any future day and time, and to run every week or every moisture absorption. two weeks • Internally mounted critical silencer. a Exercise modes • Skid-mounted, aluminum construction with two removable o Unloaded exercise with complete system diagnostics access panels. o Unloaded full-speed exercise a Fade-, scratch-, and corrosion-resistant Kohlero cashmere c Loaded full-speed exercise(Model RXT ATS required) powder-baked finish. e Front-access mini USB connector for SiteTech" connection Sound Data a Integral Ethernet connector for Kohler®OnOueO o Built-in 2.5 amp battery charger Model 48RCL sound level is 58 dBA during weekly engine exercise and 61 dBA during full-speed generator diagnostics 0 Remote two-wire start/stop capability for optional connection v and normal operation. of Model RDT or RSB transfer switches All sound levels are measured at 7 meters with no load. See additional controller features on the next page. G4-211 (48RCLl 712b IC 1992 SR17 e° c ���R 5115 NEW NEW UFFOSUF N LK ROAD G ?s, utin AFL"FR�,�/O/F aZe�, 'bnc - sw a M '1gw• �ool� ST,y� S7S•900 TrdeD N/ / rJr. PROPOSED—DEVELOPMENT AREA Ya ' ,� �'40s•as' ,,3 AREA - 218,007.51 sq. ft. (TO TIE LINE) 5.005 ac. F AST�yIAY �EL XL'TRIC � � �� A / _,y�. �Q•� / DIRT°RNEWAY • r ElECIPoC bn A• /.' ��, . WIER ev ry / q, ,e? ' oq PROPO M ro �iO�"�PV�i� � \\ \\ \T/1� ,(t � / ryO�• + STORAGE BARN uN s c +bOJ 34. ry� Istp� 9 0' .. A;C2' +moo kK! ,WSJ/ % y, / BURDIl1G WATER LINE 34.T' WERl1ANC • o w SLATE Cd EapPy [� PoQL/�, f . W°°D 370\DP� 'Ca` % lip ",���((J�'Y +► - fir S / az'� 3 STEPS 7 POOL •3 =� / w Y/ w� / 73.09 40" 3 4811 61 / r00 SURVEY OF PROPERTY SITUATED AT NEW SUFFOLK .ta) to`c, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK -"D`° Z S.C. TAX No. 1000- 1 10-08-34 � � o N � SCALE 1 "=50' Z FEBRUARY 8, 2001 (S �2 00, FEBRUARY 16, 2001 SET RE-BAR j pND S 7 `30" E APRIL 5, 2001 ADDED TOPOGRAPHICAL SURVEY r 58'30„�EFD) JUNE 26, 2001 ADDED PROPOSED BULKHEAD & REVETMENT f AUGUST 20, 2001 REVISED AS PER SUFFOLK ENVIRONMENTAL CONSULTING, INC. LETTER DATED AUGUST 14, 2001 JANUARY 22, 2002 REVISED AS PER SUFFOLK ENVIRONMENTAL CONSULTING, INC. LETTER DATED JANUARY 18, 2002 MAY 2, 2002 SET BUILDING STAKES & LOCATED DRIVEWAY JUNE 13, 2002 FOUNDATION LOCATION o., Z NOVEMBER 20, 2003 FINAL SURVEY =n OP MAY 8, 2007 ADDED BULKHEAD EXTENSION LO o rn �'�" JANUARY 3, 2013 ADD PROP. STORAGE BARN TOTAL LOT AREA = 744, O � 4�4� (TO TIE LINE) 17.0957�aC, � 09 sq. ft. Z 830 M ,gg, PIT , I 0 WNER: �'fSIpN pgRc�L� THOMAS GERARD GLEASON III gpeMD �� uy rp JQL> '��aA p� & NANCY SMITH GLEASON ON f�f a RN rWICkpRp1°�'Rp• PROPERTY ADDRESS: °goe ° SR/C Or/��u•�LkY�q��FpR 5115 NEWS NEW SUFFOLK ROAD stye 8?9� Co�N�Y 11956 W0 IVD SU�Ss R '00.1oa. w O aza4. a 1fa.a 0 h h� moo° 44r f '/mil J 40 N � 1q'Yf -�--�� 1 57,5,g0, i1dgb. M fav� l z PROPOSED—DEVELOPMENT AREA �l '' q 1,4o6.8g, ,3 AREA 218,007.51 sq. ft. / (TO TIE LINE) 5.005 ac. NOLE � � •° / / � PROPOSED CONSERVATION AREA AST SAY -DEL � o(0 �.; AREA = 526,649.58 sq. ft. p1K`°RN�"AY W I1__� ,� Cq + \ q, e•t '. PROPOSE,, ` r qq/�DH"cR * 4" 1�4.! A aL(�\� \� �1/J / // �rOc• + STORAE BARN 2 IN7is D o .*4p e._2'~` �\\\ \,00•3 'y W,Ck / ,A DRAIN_*3' �3 d 75.4' BUILDING WATER LINEW 34.1' i•, OVERHANG + c SGTr SLATE SrN 3 STEP °p 33.7' tt / 3 tot soot 4e ; s�ml "o `\ \ /// AP to POCS, o FOOL / W W _� / 5 / / // 40 / /41 o�� O 73.Og, „ / / FAc� / / � WAf cD N o / LI �pF{ALT DRIVEWAY �T� /p/ fee— f •,, / / •O` 0 P N sty o / 11 ,. P tr ^- Z FDUND + NDICx FO4p� / 'V 1.06' VALVE SET iD RE-BV2 N 84• �� env— r' + �O� UNAUTHORIZED ALTERATION OR ADDITION 6 50 W 1 14-20' 'L �j / 0• SECTIOION TO THIS ULAW IS A VIOLATION OF / SECTION 7209 OF THE NEW YORK STATE EDUCAT��• to. i + COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 3 EMBOSSED SEAL SHALL NOT BE CONSIDERED T?�vD. REAR N 85'20'10" yy .. •.�' c ' NOTES, TO BE A VALID TRUE COPY. ?O '� S.65g�0'1.0;• �.• �: �' =op h� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM t• i CERTIFICATIONS INDICATED HEREON SHALL RUN �•, AsrwLr okroEWAy;. ' " ! NN N / F.FL - FlRST FLOOR ONLY TO THE PERSON FOR WHOM THE SURVEY NO µa/%e W W r UNE W ar +fir G.FL - GARAGE FLOOR IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Unm A �, LENDING INSTITUTION LISTED HEREON, AND TER • *. • U POLE •,UnLnY•' .. a % 2 , TO THE ASSIGNEES OF THE LENDING INSTI- TUTION.85 aL z 20' WID OF, jf,A �.. ,• .. 580.36' � � Q) � G�Q` CERTIFICATIONS ARE NOT TRANSFERABLE. _ :wsrNar'oitnEw�Yr ' .• . RE- ILL0 POLE580.36' _ASRvk— ----_— ^ s ORNEW —- — t .; cp�r POLE r �Y ���" THE EXISTENCE OF RIGHT OF WAYS _ �j AND/OR EASEMENTS OF RECORD, IF WIDE RIGHT OF WAY . •j a —run i noLE �vv ANY, NOT SHOWN ARE NOT GUARANTEED. 3�' W �P1�T ARIv�Y+AY•� .• � .��`CZa UL S �— :.: 655.90" .. # PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin ! O N/0/F �---------- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A ARY B - BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 'TER BENBOW FOR SUCH USE BY THE NEW,.YORK STATE 1AND TITLE ASSOCIATION. 1A0 : 1'F7- Land Surveyor 101 O JAME•S B. GIVEN IV Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS No. 50467 fr N.Y.S`fL+c. 1586 Main Road P.O. Box 16 - Jamesport, New York 11947 Jamesport, New York 11947 21 -1180 milli 00 N 00 T M T C) T - _1 Q T WEST DESIGN I BUILD I REMODEL T T DESIGN: West Creek Builders, LLC PO Box 256 NORTH ELEVATION WEST ELEVATION New Suffolk, NY 11956 — � SCALE : 1/4" = 1'-0" SCALE : 1/4�� - 1 -011 T 631 .734.8416 s ENGINEER: James J. Deerkoski, P.E. 260 Deer Drive Mattituck, NY 11952 REVISIONS / ISSUE: Plan Review Set N I 00 T N 00 PROJECT: T 0 STORAGE BARN 1 T °' � Gleason Residence VEUD AS NOTEM 5115 New Suffolk Road ,��..Z� !s New Suffolk, NY 11956 �— -- II DiNC� ✓E �;;1F%iiNt ,�\T 77 ° C +. r DRAWIGr FOR POURED CON �? �.'`��"�`T." 2: ROUGH%FRAMING,P UV Iiv i I �- .� STRAPPING ELEC I0A.L&CAV1,1:1,j ELEVArt 4 � 4: YifI 1 INSULATION A. FINAL-CONSTRUCTION&ELECT Y , SOUTH ELEVATION MUST BE COMPLETE FOR 0 0 � ,�°� EAST ELEVATION ALL CONSTRUCTION SHALL MFFT T►r �.F��a�. �� i �� REQUIREMENTS OF THE OODFS a r e� SCALE . 1/4 = 1 -0 r r SCALE : 1/4" = 1'-0" ©FSION OR CONSTRUCTION FR rb r. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Al 20' 20' I I I I I I I I I I I I I I I I 2X10 DF#2 CJ @ 16"OC I I I A A A A WEST CREJCXI�' C\j N DESIGN BUILD REMODEL I I I DESIGN: CONCRETE SLAB West Creek Builders LLc '. I I PO Box 256 I I I I New Suffolk, NY 11956 I I I I T 631 .734.8416 I I I - I - - - - - - - - - - - - - - - - - - - J I (2) 1-3/4X9-1/2 ML HEADER -- _ _ _ _ — _ - - _ - - - _ _ _ — ENGINEER: 5'-1 1/2" 9'-911 5'-1 1/2" James J. Deerkoski, P.E. 20' 5'-3" 9'-611 5'-311 260 Deer Drive Mattituck, NY 11952 20' FOUNDATION PLAN FLOOR PLAN SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" REVISIONS / ISSUE: Plan Review Set 1 ) PLATE HEIGHT AT 9'-10" UNLESS OTHERWISE NOTED. 1) 8" THICK POURED CONCRETE FOUNDATION, 3000 PSI. 2) EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF #2 STUDS AT 16" O.C. 2) FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL 3) EXTERIOR SHEATHING TO BE 5/8" THICK FIR CDX PLYWOOD. PROJECT: (MINIMUM 3000# CAPACITY) 4) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE STORAGE BARN 3) FOUNDATION SLAB TO BE 4" THICK, 3000 PSI CONCRETE ON COMPACTED FILL. BLOCKING AT 8'-0" O.C. AND MIDSPAN. Gleason Residence INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE 5) PROVIDE 2 — 2X10 DF #2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE 5115 New StIflolk Road SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD BE EQUAL TO SLAB WIDTH. NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF New Suffol N 1-9_5.6 MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. FEET. r 6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ���a 4) PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND WITHIN 1'-0" OF CORNERS, APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE "' cc INTERSECTIONS u. INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 811 WHERE REQUIRED. ' � EMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT IS TO BE ATTACHED TO DRAWIN s ' RA `t '; SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 7) ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE ` TREADED. SILL PLATES TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R- FOUNDATI TEX SHIELD OR EQUAL. FLOOR PLA PROJECT NORTH A2 1-3/4X11-7/8 12 G ML RIDGE 3 8 �QP@6� +r�0 �29 9 pOF �rs, OC 2x10 DF#2 CJ @ 16"OC N A q ao w 1'-6„ c� 0 o J T co � 1/1VEST T � DESIGN BUILD REMODEL T T Via. v 3X10 DF#2 RR @ 16" OC 3X10 nE-#2 RR 0 16" 0C' s"PC Foundation Wall DESIGN: c M West Creek Builders, LLC 16"X8"CONIC.FTG. PO BOX 256 2X4 KEYWAY (2)#5REBAR New Suffolk, NY 11956 T 631 .734.8416 ENGINEER: ROOF PLAN SECTION A-A James J. Deerkoski, P.E. SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" 260 Deer DriveMattituck, NY 11952 1) APPLY 5/8" THICK FIR CDX SHEATHING OVER ROOF FRAMING. WIND LOAD PATH CONNECTIONS CONNECTION LOCATION: PART NUMBERS: NOTES: REVISIONS / ISSUE: 2) APPLY METAL DRIP EDGE OVER UNDERLAYMENT ALONG RAKE EDGES AND RIDGE TO RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS DIRECTLY TO THE DECK ALONG EAVES. RAFTER TO WALL RT20 OR MTS12 APPLY TO EACH RAFTER Plan Review Set 3) 15# FELT UNDERLAYMENT WITH ASPHALT SHINGLE ROOFING. USE ICE & RAFTER TO PLATE RT15 OR H10 APPLY TO EACH RAFTER WATER BARRIER UNDERLAYMENT IN AREAS WITH 4:12 OR LESS ROOF PITCH. USE WITH SPTH4 CONNECTOR PLATE TO WALL STUD SPTH4 OR SP4 OR H8 APPLY TO EACH WALL STUD 4) INSTALL ICE & WATER BARRIER IN ALL VALLIES, INTERSECTIONS, AND ALONG 2 FLOOR WALL TO 1 z5l FLOOR KLFTA OR MSTA36 APPLY TO EACH WALL STUD EAVES AND RAKES. WALL HEADER TO JACK STUD LSTA12 OR LSTA21 APPLY TO EACH JACK STUD PROJECT: 5) DO NOT INSTALL UNDERLAYMENT ON WET OR DAMP PLYWOOD. SHEATHING CRIPPLE STUD TO HEADER RT3 OR RT7 OR H2.5 APPLY TO EACH CRIPPLE STUD MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SHEAR WALL HOILDOWN ANCHOR ADS5 OR HDU5 OR HTT5 APPLY TO EACH SIDEWALL END STORAGE BARN 1 FLOOR UNDER SILL PLATE MSTA36 OR SP4 OR WRAP UNDER DOUBLE SILL PLATE Gleason Residence 6) INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN 20GA STRAP USE WITH 3" SQUARE WASHERS INSTRUCTIONS. USE GALVANIZED ROOFING NAILS, 11-12 GAUGE WITH AT LEAST 5115 New Suffolk Road 3/8" DIA. HEADS. ALLOW FOR NAIL PENETRATION THROUGH PLYWOOD New SUffb�l NY 11956 SHEATHING. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. G; ��: DRAWI _ 1 ROOF PLA `` cis SECTIO -S It PROJECT NORTH i PLAN CONTENTS: TOTAL SQ.FT.OF 480 SQ.FT. CONSTUCTION DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTIONS AND GENERAL NOTES DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 (LIVE LOADS PSF) DECKS 40 ATTICS W/O STORAGE 10 ATICS WITH STORAGE 20 ROOF GROUND SNOW LOAD 45 NAILING SCHEDULE ROOMS OTHER THAN SLEEPING ..... .....40 ROOMS SLEEPING 30 TABLE 3.•1,INCLUDING 3.3 AND 3.9 _. . ... .. .. .... . STAIRS 40 1995 SBC HIGH WIND ADDITION WOOD FRAME CONSTRUCTION MANUAL GUARDRAILS ANY DIRECTION 200 JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES EXPOSURE CATEGORY ROOF FRAMING LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAILS AND ROOF-FOUNDATION GENERAL NOTES RAFTER TO TO PLATE 8' WALL: 3- 8d EACH RAFTER TOE NAIL NAILING SCHEDULE SEE GENERAL NOTES 10' WALL:4- 8d EACH RAFTER TOE NAIL CLIMATIC AND GEOGRAPHIC GROUND SNOW LOAD 45 LBS. CEILING JOIST TO TOP PLATE 8' WALL: 3- 8d PER JOIST TOE NAIL CRITERIA WIND SPEED MPH 120 ___ . SEISMIC CATEGORY B 10' WALL: 4- 8d PER JOIST TOE NAIL WEATHERING SEVERE CEILING JOIST TO PARALLEL RAFTER SEE TABLE 3.7 _ EACH LAP FACE NAIL FROST LINE DEPTH 3 FT.TERMITE MODERATE TO HEAVY CEILING JOIST LAPS OVER PARTITION SEE TABLE 3.7 EACH LAP FACE NAIL DECAY SLIGHT TO MODERATE COLLAR TIE TO RAFTER SEE TABLE 3.4 PER TIE FACE NAIL WINTER DESIGN TEMP. 11 BLOCKING TO RAFTER 2-8d EACH END TOE NAIL ICESHEILD UNDERLAYMENT REQUIRED NONE RIM BOARD TO RAFTER 2-16d EACH END END NAIL FLOOD HAZARDS NONE WEST WALL FRAMING CREE& TOP PLATE TO TOP PLATE 2-16d PER FOOT FACE NAIL TOP PLATES AT INERSECTIONS 4-16d JOINTS-EACH SIDE FACE NAIL DESIGN I BUILD I REMODEI. STUD TO STUD 2-16d 24"OC FACE NAIL CONSTRUCTION NOTES: HEADER TO HEADER 16d 16"OC ALONG EDGES FACE NAIL TOP OR BOTTOM PLATE TO STUD 2-16d PER 2X4 STUD END NAIL 1) The information within this set of construction documents is related to basic design intent 3-16d PER 2X6 STUD END NAIL and framing details. They are intended as a construction aid, not a substitute for generally 4-16d PER 2X8 STUD END NAIL DESIGN: accepted good building practice and compliance with current New York State building BOTTOM(PLATE TO FLOOR JOIST, codes. The General Contractor is responsible for providing standard construction details BANDJOIST,END JOIST,OR BLOCKING 2-16d PER FOOT FACE NAIL West Creek Builders, LLC and procedures to ensure a professionally finished, structurally sound and a weatherproof PO Box 256 completed product. FLOOR FRAMING 2) The General Contractor is responsible for ensuring that all work and construction meets JOIST TO SILL,TOP PLATE,OR GIRDER 4-8d PER JOIST TOE NAIL New Suffolk, NY 11956 current federal, state, county and local codes, ordinances and regulations, etc. These BRIDGINGTOJOIST 2-8d EACH END TOE NAIL T 631 .734.8416 codes are to be considered as part of the specifications for this building and should be BLOCKINiG TO JOIST 2-8d EACH END TOE NAIL adhered to even if in variance with the plan. BLOCKINiG TO SILL OR TOP PLATE 3-16d EACH BLOCK TOE NAIL 3) Dimensions Shall take precedent Over Scaled drawings. (DO NOT SCALE DRAWINGS). LEDGER STRIPTO BEAM 3-16d EACH JOIST ---..FACE NAIL 4) The designer has not been engaged for construction supervision and assumes no JOIST ON LEDGER TO BEAM 3-8d PER JOIST TOE NAIL ENGINEER: _ responsibility for construction coordinating with these plans, nor responsibility for BAND JOIIST TO JOIST 3-16d PER JOIST END NAIL BAND JOUST TO SILL OR TOP PLATE 2-16d PER FOOT TOE NAIL construction means, methods, techniques, sequences, or procedures, or for safety James J. Deerkoski, P.E. precautions and programs in connection with the work. There are no warranties for a ROOF SHEATHING 260 Deer Drive specific Use expressed Or implied in the Use of these plans. STRUCTUIRAL PANELS 8d 4'PERIMERTER EDGE ZONE-16"OC-6" AT PANEL IVIattltUCk N 11952 Y 8d 5 Refer to the Window and Door Schedule for exterior openings. EDGES AND AT INTERMEDIATE SUPPORTS IN THE PANEL 6) The General Contractor is to consult with the Owner for all built-in items such as INTERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12" bookcases, shelving, pantry, closets, trims, etc. AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOIF SHEATHING WITHIN 4'OF THE PERIMETER OF THE ROOF,INCLUDING 4'ON EACH SIDE OF THE ROOF PEAK,THE 4'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ELECTRICAL NOTES: 1) All electrical work shall be performed by a licensed electrical contractor and fully meet the CEILING SHEATHING REVISIONS / ISSUE: requirements of the National Electrical Code, The New York State Building Code, and all GYPSUM(WALLBOARD 5d COOLERS 7" EDGE/10"FIELD other applicable local codes and ordinances. WALL SHEATHING Plan R2V1eW Set 2) All electrical work shall be approved by a qualified Underwriter. STRUCTUIRAL PANELS 8d 4'EDGE ZONE-16"OC-6"AT PANEL EDGES AND 12"AT 3) Install smoke detectors and carbon monoxide detectors throughout as per Construction INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD Code. 8d INTERIOR ZONE-16"OC-6"AT PANEL EDGES AN D 12" AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD GENERAL WIND PROTECTION CONNECTION NOTES: FIBER BOARD PANELS 7/16" .6d 3" EDGE/6"FIELD 1) A continuous load path between footings, foundation walls, floors, studs and roof framing 25/32" 8d 3" EDGE/6"FIELD shall be provided. GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10"FIELD PROJECT: 2) Approved connectors, anchors and other fastening devices not included in the Standard HARDBOARD 8d 4'EDGE ZONE-16"OC-6"AT PANEL EDGES AND 12"AT Building Code, Table 2306.1 shall be installed in accordance with manufacturer's INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD STORAGE BARN recommendations. 8d INTERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12" .. .... . . _ . . ..3Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD Gleason Residence to salt corrosion in coastal areas, shall be stainless steel or hot dipped galvanized. FLOOR SHEATHING 5115 New Suffolk Road 4) Where windows and doors interrupt wood structural panel sheathing and siding, framing STRUCTURAL PANELS.- 1"OR LESS 8d 6"EDGE/12"FIELD New Suffolk, NY 11956 anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least One Stud at each side Of Opening. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC AT THE PANEL EDGE. IF WALL SHEATHING IS 5) Ridge straps shall be attached to each pair of opposing rafters except where collar ties are NAILED 3"'OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL _ located in Upper third Of attic Space and attached to each pair of rafters. MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN LOAD 6) Uplift connectors Shall be provided at each rafter bearing. PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS rQ ® ' '���" � 7) Floor to floor hold-downs to be provided every 48", and every 16" within 4' of exterior ISHALL BE (PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. DRAWING: g + corners. � 8) Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter CONSTRU of 5/8" and 3"x3"x1/8" square washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 8 inches in concrete masonry foundations. Anchor bolts shall be located 7`ya within 12 inches of corners and at spacing not exceeding 4 feet on center. Q 7" STORM WATER MANAGEMENT DETAILS ALL ROOF RUNOFF FROM PROPOSED STORAGE BARN TO BE CONTAINED ON SITE WHICH ENCOMPASSES 17 ACRES OF POUROUS WELLL DRAINED SOIL. NO WATER 'WILL FLOW TO ADJACENT PROPERTIES OR PUBLIC ROADS (1,000+ FEET FROM STRUCTURE). SITE DATA A DRAIN ROCK FILLED SHALLOW TRENCH WITH 4" PERFORATED PIPE WILL BE INSTALLED AT DRIP LINES OF ROOF ALONG EAVES LEADING TO DAYLIGHT AT SCTM# 1000-110-08-34 ADJACENT NATURAL DEPRESSION IN SITE TERRAIN. PROPERTY: 5115 NEW SUFFOLK ROAD ADDRESS NEW SUFFOLK, NY 11956 ZONING: AC PROPOSED: 480 SQ. FT. STORAGE BARN Vy VEST CREEK Conservation Area DESIGN I BUILD I REMODEL Area = 526,649.58 sq. ft 12.090 ac. S7 5j1 r 58�3o DESIGN: West Creek Builders,LLC PO Box 256 Development Area New Suffolk, NY 11956 Area = 218,0070.51 sq. ft T 631 .734.8416 5.005 ac. ENGINEER: James J. Deerkoski, P.E. ^ 260 Deer Drive Proposed Storage Barn Mattituck, NY 11952 Drainage Line 24' 20' REVISIONS / ISSUE: M °`•�h� Plan Review S o vewe �o� t ary Existing Main House chi 0 Z 4� '� Fkistin9 Ppo/Ho use goo, PROJECT: STORAGE BARN Gleason Residence N 5115 New Suffolk Road New Suffolk, NY 11956 ti oo N�3 sr 40„� N� DRAWING: PARTIAL SITE PLAN SITE L OF N SCALE : 1" = 40' D k. - tip, r 472