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HomeMy WebLinkAbout40190-Z ��o�gUTrFO(, �pGy Town of Southold 5/17/2017 0 P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38952 Date: 5/17/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 400 Corey Creek Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.-4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/29/2015 pursuant to which Building Permit No. 40190 dated 10/20/2015 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH REAR LANDING,ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to BATM Cap Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0046 04/25/2017 ELECTRICAL CERTIFICATE NO. 40190 05/04/2017 PLUMBERS CERTIFICATION DATED 05/13/2017 &aul J. Rupp 1 ut ed Signature o�suFFo�,r� TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS' UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40190 Date: 10/20/2015 Permission is hereby granted to: Kuebler, Robert 254 Grant Ave St James, NY 11780 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 400 Corey Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-4-8 Pursuant to application dated 9/29/2015 and approved by the Building Inspector. To expire on 4/20/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION' $1,575.20 CO -NEW DWELLING $50.00 otal: 1,625.20 Building In pec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 S� Date. V New Construction: Old or Pre-existing Building: (check one) Location of Property: ~ t House no. �Streeet Hamlet ( Owner or Owners of Property: iPJ�t` 1*Yfj Suffolk County Tax Map No 1000, Section Block 14, Lot Subdivision C�`r" CKJ4L (=JJ� �� Filed Map. Lot: Permit No. t4m V" Date of Permit. Applicant: Health Dept. Approval: QLo Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplican nature pf SOUry®lo Town Hall Annex Telephone(631),765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G iQ roger.richert(a-)-town.southold.ny.us Southold,NY 11971-0959 lyC®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: BATM Cap Corp/Paul Davey Address: 400 Corey Creek Lane City:Southold St: New York Zip: 11971 Budding Permit#: 40190 Section: 78 Block: 4 Lot 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 30 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 6Switches 39 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Overhead Service, 2- Combination Smoke/CO Detectors, 4- Paddle Fans, 2- Exhaust Fans, 5 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 4, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex 4f SQ���D 54375 Main Road J P.Q.Box 1179 GTelephone(631)765-1802 SWtbold.NY 11971-095) Fax(631)765-9502 BUILDING DEPARTMENT TONT OF'e30UTHOLD MAY 1 7 2017 E I- KATION BMJ uMDING DEPT. TOWN OF 5®UTHOLD Date. 3 1 Building Permit No. Q a Owner. ADP r f (Pleasi per) _._L��.l Plumber. , (Please print) - lead. I certify that the solder used in the.water supply System,contains less than 2114 of 1% lu be ignature) Sworn to before me Iis 1 Z day of ^, 20 t'1 Notary Public,ltlgL��,County ljormaDo Monaco York N>r1a1Y Mo lSO"M312 G in N¢as fl3e t Commission E>1�S qv ` OF SOUlyo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: :OVF/ d [ F—ovn"ow ©�- / Kwt7/zctis Aeevvt w,<,f DATE ®& INSPECTOR J O 4 O OF SOUT�� �o �o - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ V;/F UNDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ULKING w RDEMARKS: P m Iw fJ 14.11. � 0catA2 �" 0 �W4 SVrV r gaL4A'vt✓ �¢zYL l • DATE _10f3l I>Vt INSPECTOR �6t OF SO�lyolo • o �y00UMV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ICN [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [ RAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG H) [ ] ELECTRI L (FINAL) REMARKS: , w PA IID r--omi" DATE ( INSPECTO SOUTyolo y00UNi`I�� TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ,� INSPECTOR� ` �'DtqD of sour yolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [/IFI'RE RE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) EMARKS:� I Aiov,) 00 �uff�q�s�� opevw'd oy-z .jr-I q, 0 lu DATE I 1 INSPECTOR so co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND INSULATION, FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT-PENETRATION ELECTRICAL (ROUGH) 011-)ELECTRICAL (FINAL) REMARKS: DATE - INSPECTOR v`g ro ��pE SO(/lyo N O ���'Y�OUNT10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: [ AMOV_fl!�C VI DATE 1Y INSPECTOR TEHN I mGN GR®uE, ARcMTECTS, LLC 1301 DEER PARK AvENuE• NORTH BABYLON,NY 11703 SUFFOLK OFFICE: 631-242-3184 • FAX:631-242-3186 NASSAU OFFICE:516-437-1999 FAx:516-616-0919 ,Sj ER Ep AR November 28th, 2016 N•K. Town of Southold, Building Department �� ? Town Hall Annex Building LU o 54375 Route 25 x -°, r P.O. Box 1179 Ny��02 Southold, NY 11971 ';�'\4 ATTN: Building Inspector Re: Permit#40190 400 Corey Creek Lane, Dear Sir, Southold, N.Y. 11971 Certification of Hold Downs and Strapping At 400 Corey Creek Lane, Southold, N.Y. 11971 This is to certify the hold downs and strapping at the above new single family dwelling have been installed as per the approved drawings and the construction meets the minimum standards of the current New York State Uniform Fire and Building code, the 2010 Residential Code of New York State,-and all applicable local codes. Thank you. Yours Truly, Em e�Tehn-�Addy, R.A. Principal Tdg:ETC2 D [S(g[EGV[2 D NOV 2 9 2016 BUILDING DEPT. TOWN OF SOUTHOLD ARCHITECTURE • PLANNING • PROJECT MANAGEMENT • ENGINEERING 1i 1 1 0 ' • " • 1 1: 1��1Rrlll /� • '�Lpl_ ►1�'r ' �%I ENERGYIN�ULATION PER N,Y. STATE f t ■ /all .M_. - 12 ��.i!/,IIr�/ !! Will TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, efore applying? TOWN HALL i Board of Health SOUTHOLD, NY 11971 4 sets,of Building Plans TEL: (631) 765-1802 Planning Boardproval FAX: (631) 765-950y_ ` " Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate - Storm-Water Assessment Form � O tact: Approved '20 , :! ' Mail to: ► .Q/QT CA he Disapproved a/c Expiration �! nspe or _. SEP 29 2015 PLICATIONXOR'BUIL NG PERMIT' -- DDa e - , 20� POT,DEPr, ��r . INSTRUCTIONS--_ a. This application MUST be'completely filled`in by`ty.petvriter'or iri ink,dnd-submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Tee 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 applicationmay;not be commenced,llefore issuance of Building Permit. , y- .,, ...,,i . i t d. Upon approval of this application,the Building In's'pector 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 occupied160useii ir14liole or iri paH for'any purpose what so ever until the Building Inspector issues a Certifigate.of Occupancy. f. Every building permit shall expire if the work authorizes iih s_16t commenced„within fZm.onths after the date of issuance or has'not been completed within 18 months from-such:date:df no-zoning amendments;or other regulations affecting the property have.been enacted in the-interim,the Building-Inspectoy1may authorize, in-writing,the-extension of'the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE.toathe'RuildinIA g� epai,tment:fpr.the�issuange of a I�uilding Permit pursuant to the Building Zone Ordinance of the Tovyn,of:S,o'tA6Id Suffolk-County;New York; and other,applicable:Laws,�Ordinances,or Regulations, for the construction of buildings, additions,or alter�.tions or' '1 remoyal,or,demolition:as herein described.The applicant agrees to comply with all applicable laws, ordinancds,buil'ding;code,:housing ;ode,;and regul 'ons,and to admit authorized inspectors on premises and in building for necessary inspections. ' (SiViature of applicant or name,if a corporation) (Mailin`g`address'of applicant)- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �V'(As'on the tax r611 11 or-latest-deed) If applicant is a corporation, signature of duly authorized officer.- (Name and title of corpQrale ffice Builders License No. • . Plumbers License No. Electricians License No. ” u Other Trade's License No. '. 1. Location of land on whit proposed work will-be done: - - 0 ! cam,l ►� 1� ' I' 1 I -House -umber Street _ - amlet ' o. 100 Section LotCounty TaxMap - .- � �_�.�:a ,a•i ,:L�„i c.ai:..�._}JIi�3:.Gl�l�ifi[.34� Subdivision COT-4Te L _S Til Filed Map No. 12P 3 Lot . r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V!8CAA I L.OQ6 b. Intended use and occupancy �� 1 lQ r"V-9✓W I `A 6 yi,.Q 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal', , Demolition Other Work (Description) 4. Estimated Cost 0 6> Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Q C� If garage, number of cars 6. If business, commercial`or mixed occupancy, specify nature and extent of each typeof use. L"�1'1i 7. Dimensions of existing'structures; if any: Front 11114 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear_ Depth Height Number of Stories .J 8. Dimensions of entire new construction¢,Front", . .OrDa ',t •Rd°af. �p,v+. ,Depth .n _. b� , _ Height I Number of Stories 9. Size of lot: Front 1 Rear ;.�ti ��> a.Depth C3 l 10. DJ. ate of Purchase :d, !'���F, Nam'e of:-Foriff&Owner . �V7Y'� ,M' �(�' 11. Zone or use district in which'premises are�situated`�"_"',''-. r'• 12. Does proposed coristruction`•violate any,zoning"law;ordinance"'or`reaulation? YES -NO 't rr 13. Will lot be re-graded? YES NO Will excess fill be`removed,from premises? YES NO 14. Names of Owner of p=ises ddress Phone No. OO 20 Name of Architect L.. Address. .ti:, t ty ' Phone No /,-V, ?&t$j2� -7-5/9- Name of Contractor - �� �:, �1- %:, Address- 44A,:uL .Phone No.' r ` 15 a. Is this property.within 100 feet of a tidal wetland•or a',f 6shwater wetland?`*;YES' "NO V * IF YES, SOUTHOLD TOWN TRUSTEES &IJ.E:C.PER`1VII`TS'Iv1AY'�BE' UIRED.- b. Is,this property'within',300 feef'of a tidal w * etland? 'YES"' NO_'1 * IF YES, D.E.C. PERMITS MAYBE REQUIRED: } 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on prope'r'ty is at 10 feet or below, must provide topographical data on survey. 18. Are there any�covenants and.restri'ctions withrespect to'this property? * YES NO l/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Sr` 61 ..being-duly swtorn, deposes and says that(s)he is the applicant ( a e of indivi ual si g�coontrast)+above_named; /• ,' i (S)He the Vy� 'L) 7/ c w ; (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 to before me this ` day of ep 2 ✓ r — Votary P he Jsig u Applicant LINDA S. CARLSON Notary Public,State of New rk No.01 CA6137178 Cualified in Suffolk County Commission Expires Nov. 14,20 Scott A. Russell Al 'r suPERvlsoR ( A A\,N-A Gr]E�vJC]E���' SOUTHOLD TOWN HALL-P-O.Box 1179 0-- I m 53095 Main Road-SOUTH OLD,NEW YORK 11971 Town of So u th o ld CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) 'SEP_: . 0=:2015R ��S a . =QCT21 +^/ DOF-S THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes Z, Q `/ ICHECK ALL THAT APPLY) VA A. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. ❑WB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑IC_ Site preparation on slopes which exceed 10 feet vertical rise to F 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area- J' -E] rea_ j -oj�E. Site preparation within the one-hundred-year floodplain as depicted . . on-FIRM Map of.any watercourse_... -❑ F. lhl tallatibn of new"or resu faced impervious surfaces of 1,000-square- feet or more, unless prior approval of a Stormwater Management F Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. F If you answered NO to all of the questions above, SLOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Storm-water Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application_ APPLICANT- (Pr t Owner.Design Professional.Agent-Contractor.Orher) S.C.T.M. 'j: l 000 Dole: Diitfici NAME. u � Section Blodk XL-I l70R,BLQLD11L2 DEPAPtTNIENT t_1:,:1_ 0NL, Contact Inforrratrort Reviewed By: Date- Property Address / Location of Conbiruction Work: — — — — — — — — — — — — — — — — — O —CO Y��� _ FC �� � Approved for pr age zongmen Buildingitioi Permit- Required — !� Sto mwater Mina ement Conuol Pl3ri Not Required 0_�� M/(Vorwaid Sto;mwaler M3n0gerliPnt ConTrvl Plan Required to Engineer ng Depirimcnl for R(view) I -PPLIC.1�J7' .npr•ry 04�e•.De,ig n rrol S.C,T.M, y; 1000 es3i��•i ngenr,Conrr+cror,Otherl asuxr ,r CHAPTER 236 NqM (, Se I,o Bloc y� ! r Storrr�water lYZanagemeni Control Plan C1iECK LIST Y6ere Vwd w S M C P -Plan Requirements: Provide ONE copy of the Building Permit Applicalron Date: Q The applicant must provide a Complete Explanation and/or Reason for not providing Tr4WI— nisi I /�J► I o >x; I " all Informatlon that has been Required by the following Checklist! ! A Site Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any Item, Please Provide Justlf•ication Here! ,how all of the following items: YES NQ NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries h Total Slte Acreage. I i c Existing - Natural & Man Made Features within 500 L.F.— of .of the Site Boundary as required by §236-17(C)(2), d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. l,i e LimItS of Clearing & Ai-ea of Proposed Land Disturbance. i ER i f. Existing & Proposed Contours of the Site (Minimum zlntervals) l' Shall inc u e but not be lifnited to: g Location of all existing & proposed structures, roads, :'i A well maintained ons ruc ton Entrance, dl iveways, sidewalks, drainage improvements & utilities, Wire Backed i t Fencing, stabillizaticIn h Spot Grades & Finish Floor Elevations for all existing & Seeding of exposed and/or inactive soils. pi oposed structures. I Location of proposed Swimming Pool and discharge ring. I ; Location of proposed Soil Stockpile Area(s), _k Location of proposed Construction Entrance/Staging Area(s),I Location of ,ro proposed concrete washout area(s). 1>1 Location of all proposed erosion&sediment control measures, ' I Sio -')water Management Control Plan must include Calculations showing il)ai ii)e Stoimwater• improvements are sized to capture,store,and infiltrate ONS ARE REQUIRED 0­srie the i un-of f from all impervious surfaces generated by a two(21 Inch Engineering at 765-1560 befgre ra nfedl /dorm event l[Jac i , OR Provide Engineer's Certificatinn 3 Deiaik 8 Seciional Drawings for Stormwater practices are required for approval, that the drainage has been installed Item, i equii Ise details shall Include but not be limited to: a Ei o--ion & Sed invent Conti ol,, h Consti uction Entrance & Site Access, 1:F� C Inlet Drainage Structures (e.g.catch basins, trench drains,etc,) I Leach ing Struclures (e.g. infiltration basins,swales, etc.) i i iii I.(�if,-,I�1•:I':I , ) � �,w:.w, ....._. .. ....._.. .... .._ ..._—.. .. ;;_ ..: � , USEChi L"Y I ._. .....—......._................_._..... . .. .. .. ._� Additional lnformatio�n is �equired. f I f Reviewed & 1 ® Stormwater ManagpMent Controll[Rlai%is-Iat-eomplEte. Appioved By. — — — — — — I — _- - - - - - - - Stormwater Management Control Plan is-Cbmpine-, Date to /J i SMCP has been approved by the Engineering Department. FORM SW • Check List -TOS MAY 2014 ' C Of S Town Hall Annex 41 Tee e 54375.Main Road I � ePOEVE P.0.Box 1179 r0 er.dchert O .SOUD Southold,MC 1197I-0959 � J\� °®UNT�,� a N OU 2 2 2016 BIDING DEPARTMENT BUILDING DEPT. TOWNOFSOUTHOIDTOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION fC EQUESTED BY: ' Date:ompany Name:ame: J64 ; License No.: 8 6 ,address: -'YgD d Phone No.: b i JOBSITE INFORMATION: (*Indicates re uired information)q P 1 *Name: X vt IDA,�t i *Address: b y 0 re' *Cross Street: t- ✓IeW `Phone No.: Cl _ ac q ?:7-7- Permit 22Permit No.: n Gi p —` Tax-Map District: 1000 Section: 131ocic: Lot: i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) V VV Pb/n2LAD C//—/ ok N (Please Circle Ail That Apply) Rooug�FIs job ready for inspection: / NO Final you ne®d a Tetnl�p Certificate: YES r NO f)ff*5,e 631 -32i 69'73 -it � Tamp Information(if needed) *Service Size: eEy 3Phase 100 950 200 300 350 . 400 Other I f *Neve!Service: Re-connect Underground Number of Meters Change of Service Overhea Additional Information: PAYMENT DUE WITH APPLICATION � o� � �3 C) ,92-,Request for Inspection Form - � f i TEHN DEsiGN GR®uP, ARCHITECTS, LLC 12(9F5V 1301 DEER PARK AvENuE• NoRTH BABYLON,NY 11703 D D SUFFOLK OFFICE:631-242-3184 • FAx:631-242-3186 NASSAU OFFICE:516-437-1999 • FAx: 516-616-0919 MAY - 5 2017 May 5th, 2017 Town of Southold, Building Department \S�ERED q, c B�,DING DEPT. Town Hall Annex Building �� ���N.K. TF�i>, TOWN OF SOUTHOLD 54375 Route 25 P.O. Box 1179 Southold, NY 11971 "' r ATTN: Building Inspector 9T0 29 4 65 [io I C1(i OFN Re: Permit#-41e490- = 400 Corey Creek Lane, Southold, N.Y. 11971 SCTIVI: 1000-78-4-8 Dear Sir, Final Inspection Completed At 400 Corey Creek Lane, Southold, N.Y. 11971 This is to certify that the final inspection at the above new single family dwelling was completed on May 4th, 2017.A certificate of occupancy can now be issued pending a Health Department as-built approval and electrical final. The dwelling conforms with the approved drawings and the construction meets the minimum standards of the New York State Uniform Fire and Building code, the 2010 Residential Code of New York State, and all applicable local codes under which it was approved. Thank you. Yours Tru , Emmanu ehn-Addy, R.A. Principal Tdg:ETC3 r ARCHITECTURE • PLANNING • PROJECT MANAGEMENT ® ENGINEERING s S New York State Insurance Fund $Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE.NEW YORK 11747-3129 v Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1145 BAY HAVEN LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP BUILDING DEPARTMENT 1145 BAY HAVEN LANE TOWN OF SOUTHOLD SOUTHOLD NY 11971 54375 RTE 25 , ,99UTHOLf9 NY 11991 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11353733-7 23794 04/15/2015 TO 04/15/2016 9/28/2015 THIS 1S TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE -FUN1D'UN1XR'P0)j0Y No .11M73�-7 THE ERT71jjE 08k*p QN OF TIjjapg}.Ipyt�9LDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/15/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENTAND LISA DAVEY VICE PRESIDENT OF SLW t ON'STAI)CTION CMp (A TWO PERSON CORP) THIS CERTIFICATE-IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,IU SURANCE FUND This certificate can be validated on our web site at hftps://www.nysitcom/cert/certval.asp or by calk g(888)875-5790 UNDERWRITING VALIDATION NUMBER:424464174 U-26.3 A��EP® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YW1� 09!28/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 'IMPORTANT.-If the ceRiftcate holder is an ADDITIONAL INSURED;the poGcy(ies)musttbe'endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Robert Boyd Aspen Agency Inc. AI"No Ext: 631-471-7575 ac N.I:631-389-2439 E FAIL 191 Ronkonkoma Avenue ADDREss: rboyd@aspen-ny.com Ronkonkoma,NY 11779 INSURER($)AFFORDI"COVERAGE NAIL# INSURERA: Southwest Marine&General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C: 1145 Bay Haven Lane INSURER D: Southold, NY 11971 INSURER E: INSU ERF: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 5 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPE OF INSURANCE ADOL SUER POLICY EFF POLICY EXP POLICY NUMBER MM/DDIYYYYI fMM/DDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY Y GL2015RLH00304 07/17/2015 07/17/2016 EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE ®OCCUR PREMISES Eaoccurrence) $ 10,090 X Contractual Liab MED EXP(Any one person) $ 5 000 X Prim/Non Contrib PERSONAL a ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY E]PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER. $ AUTOYOB!LE LUBIL6KY COMBINED SINGLE LIMIT $ a aca6ent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS eraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MApE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE Ell ANY PROPRIETOR/PARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? 0 N f A E.L.EACH ACCIDENT $ (Mandatory In NH) E L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additlonal Remarks Schedule,may be attached if more space Is required) Certificate holder is listed as additional insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED,IN Town Of Southold ACCORDANCE WITH THE POLICY PROVtSIONS. 5437 Rte 25 Southold, NY 11971 AUTHORIZED REPRESEN TIVE RLB) ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and loco are renistered marks of ACORD Printed by RLB an September 28,2015 at 02:40PM SUFFOLK CCUNT(DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOMEIMPROVEMENT CONTRACTOR I IC NSE PAUL JDAVEY This certifies that the B WES NAME bearer is duly SLIGO CONSTRUCTION CORP licensed by the County of Suffolk 29373-H oa�22i2oo1 Ca =ionw rXPRA',ON DAA Oa01/"017 f o�QSUfEDL,��oG Town Hall Annex `` P,, Telephone(631-1802 54375 Main Roado _' Fax(631)734-9502 P.O. Box 1179 us Southold, NY 11971-0959 , BUILDING D.EPARTME' NT NOTICE OF UTILIZATION-OF TRUSS W—iRE CONSTRUtMON, PRE-ENGINEERED WOOD CONSTRUCTION AUDI>OR TIMBER CONSTRUCTION Date: I� �= . - ' �� " • - :. :t • � -:�. •' _" .ata .}::a t - y Owner: - - V .?•Y.il -Wt' f""f14i•'.;f'Rte•.-4 C Location of Property: - Please take no a that the (check ap cabWline): � � V(� ' New residential structure . r Addition to existing"re$idential structure A - Rehabilitation to:an<existing.residential structure 5 to be constructed or performed a#the pub1"est;[ r� a ,i.44erice above will utilize p y�'y� ��\)� (check applicable line): / V Truss type rAJ Pre-engineered wciod,.po Strad dii,,(P111r)'-- _ Timber construction in the followirig locations) (check applicable line): Floor framing, includingigirders:andrbea '6(F). Roof ftamin Zam"in v V7 Floor an oof Signature: ' Name (person: sa Fnittir:g this form): Capacity (checpplicable line): L*" Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" D I AM El-E-R I RFFI;EQT;jVE RELil - ',t. . } ROAVIAN ALPHANUMERIC PANTUf�fE- •=r L.y DES[GISATLON;OF'CONrSI(RUCTION (PMSj #X87 t' �� BLlS1�Dgo':4 SECTION*602 OF THE BUILDING CODE OF NEW YORK STATE 2"MIN. - - REFLECTIVE WHITE 4 ' h 112'STROKE '� [ .f '1' td<FtFtTfC7IfRAi- a'Ri1SS GOIfSTtUCTION .3= "F" FLOOR FRAMING,INCLUDING, - GIRDERS AND QEAklb "FR" FjiO�p'R h�tl7+-�°Qb�'RliAjlilll�G - -_ _ '!RLlS,S.IL:JEt'Y't N(XnCN8lG V PLIANCE WTH 19 W.0 RR PARF-.:126.s(,�e. . CODES DIVI5f13N Q ,LE-RL03S IDENflFIGUON SIGN DATE-&&0&2005 • NEW FORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORIaEMII NT ~ " �" AND ADMINISTRATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES:, i -' ,,)FOR,OFFICE MSE ONLY OFFICE OF WASTEWATER MANAGEMENT.,,t;a? _21, Health Department Ref. No. =y> > _ 360.,YAPHANK AVENUE;.SUITE 2C,YAPHANK,:NY 11980 r :; _(631)852-5700 I_Healthwwm@suffolkcountyny.gov, Application Checklist for - "- ,Single-Family" Residential t (Please;Type or Print the Following Information) u Residence Locatio,n':,Corey Creek Lane _ r Hamlet -Town Bayview Southold District(s)' 'I' Section(s); Block(s)-` = "Lot(s) Tax Map NO. 1000 78• 4' 8 Name of Applicant(s): Name of,Design Professional/Surveyor: . Sligo Construction Kenneth M,Woychuk,LS, Answer all questions with a checkmark _ 1 . Key.Y-RequiredAttached`P—RegpiredPending,N/A'-NotApplicdbW' r Required Material ``' ' 'General MatiaAal`'` Y N/A . .._ Y= N/A-- Completed application form,for Approval of Single Existing private well water analysis,of the raw water ✓ Family Residences(Form WWM-057,WWM-059,,or :✓ current within the past 12 months WWM7105)containing original signatures ✓ -Number of bedrooms indicated on the application =V Copies of road,abandonments ~ . Three(3)original surveys/site plans ✓', Copies of existing covenants or easements Accessory apartment application signed by IleCertification of existing sanitary system and water ✓. . ' ,Village/Town official(Form WWM405)- supply completed by Design`Professional Lot appears as single and separate on 1981 SCTM or _ ✓ separate subdivision application has been made to the Department ✓ Floor plans for all buildings on the-sP ite(all floors.I_ : ;; " including basement) Coordination Material Y P N/A s Comments/Explanation ✓ Planning Board/Zoning approval from the Town Planning Board/Zoning approval from the Village ✓ Water availability.Letter from the water district Sewer Availability Letter from the sewer district (Other Than SCDPW) ,P SCDPW sewer district availability letter' t ✓ NYS DEC wetlands permit Town wetlands permit ,Village wetlands permit ;✓ Board,of,Review -variance, application .for proposals ,not meeting standards SCDHS Water CLuality test well results 4 Private laboratory well water sample results SCDHS Vector Control approval ✓ SEQRA determination from m the Town/Village.' WWM—202 (8/14) Page 1 of 2 Survey/Site Plan Information , y N/A Y N/A I f 4e V11 and Bounds of property lines ✓ Location&surface waters/wetlands within 300 ft of the property depicted ✓ Tax map number stated ✓. Location of existing structures,sanitary systems,and water supplies depicted and labeled ✓ Scale(Engineering Scale) ✓y,- Label sanitary systems,water supplies,or structures that are to be removed ✓ North arrow Location of proposed structures,sanitary systems,and water supplies depicted and labeled ✓ Lot area ✓ Gross floor areas of existing/proposed buildings ✓ Distance to the nearest cross-street• IleNumber of stories of each building and building dimensions ✓ Survey/site plan signed and sealed ✓ State the-1st floor-and garage finished floor elevation (Either the seal or signature must be original) -11 - ✓ 3x5 clear space for approval stamp ✓ State the number of bedrooms and size of sanitary system ✓ Elevations based upon NAVD(1988),USC&GS Datum ✓ 50%leaching pool expansion area ✓ Corner elevations stated or 2 ft contours ✓ Setbacks maintained in accordance w/Table 1 of the residential standards ✓ Test Hole 'location/ data/ elevation/date/company ✓ Locatiori of existing and/or proposed water'mains and depicted service lines ✓ Soil classification based on Unified Soil Classification- ✓ Location of existing and/or proposed sewer mains and system house connections ✓ Groundwater and highest 'expected groundwater ✓" Grading profile of sanitay system with inverts and elevation stated - grade elevations for high groundwater conditions - Neighboring water supplies stated (public water, Retaining wall details w/elevations signed and sealed' - ✓ private well)'for all lots within 150 ft of the property ✓ -- by a design professional(Either the seal or signature must be original) . ' If proposing'to utilize a well'for any purpose(drinking, Location of drainage structures(existing and proposed) ✓ geothermal, etc.) provide location of neighboring ✓ sanitary systems for all lots within 150 ft of the property ✓ Location of neighboring wells depicted for all lots ✓ Location of exist!rig/pro posed easements labeled within 150 ft of the property ✓ Indicate if neighboring lots vacant or improved ✓ Existing subdivision name,lot number,filing date Additional Comments/Explanations: APPLICATION IS HEREBY MADE FOR A PERMIT IN ACCORDANCE WITH THIS APPLICATION, SURVEY(S)AND PLAN(S) SUBMITTED WE CERTIFY THAT THE INFORMATION ON ALL THE PAGES OF TIRS'CHECKLIST AND ALL THE ATTACHMENTS HAVE BEEN REVIEWED BY US•AND THAT,BASED ON OUR INQU RIES,SITE INVESTIGATION(S)AND/OR OTHER STUDY(IES),WE BELIEVE THAT THE INFORMATION IS TRUE,ACCURATE AND COMPLETE WE UNDERSTAND THAT FALSE STATEMENTS MADE HEREIN ARE PUNISHABLE AS A CLASS A MISDEMEANOR PURSUANT TO SECTION 210.45 OF THE PENAL LAW APPLICANT'S SIGNATURE(S) DATE PRINT NAME(s) DESIGN PROF SIONAUS OR'S SIN DATE PRINT NAME Ken Kenneth�IoychU�C LICENSE# 050882 liiiiiiiii it"1,�,� ►�liiii .ME— . iiiii �I ■■■■■■■■■■■■■_!� iii� eiiiiiiiiiiii��"��iiii.:�®�-���������� Sm M ME ii! I ilii` =ailiiiiiiiiLF iiiiiiiiiiiii� L�iiii �� .'wiiiiiiiil�►J tmiiii iiii�i�riiiie���iiiil������������► iiiiiiiiiiiii► iiii � l► iiiiiiii . ii iiiiiiiiiiiiii MENliiii�ii _iiliiii!!!il�� iiiiiiiiiiiiiii�!��1'�'r► : !�'��Jiii�iii� iQ► L��i '.1'!�r* J'!L���liiiii� i�i�liiiii TITLE NO: F15-7404-98983-SUFF District: 1000 Section: 078.00 Block: 04.00 Lot: 008.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Carolyn Kuebler Hughes and Robert Kuebler,as tenants in common and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: August 18,2015 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOLESKI Sworn to before me this 18th day of August, 2015 Notary Public 1 TITLE NO.F15-7404-98983-SUFF STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-078.00-04.00-008.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-078.00-04.00-008.000 Frederick Boergesson and Liber 1163 cp 261 Mary Boergesson,his wife Dated: 1/16/1926 Gustav Boergesson and Rec'd: 1/19/1926 Margaret Boergesson, his wife Part of premises&more To Mary M.H. Dayton Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L. Dayton and Silas A.H.Dayton. Silas A.H.Dayton died testate a resident of Suffolk County on February q, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. Harold E. Gordon Liber 2915 cp 371 To Dated: 1/19/1949 Mary L. Dayton Rec'd: 1/21/1949 Part of premises&more FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August, 2015 Notary Public 2 Mary L.Dayton died testate a resident of Suffolk County on November 8, 1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957 Index No. 978 P 1956. The New York Trust Company and William C. Liber 4313 cp 196 Mayer, as Executors of the Last Will and Dated: 6/07/1957 Testament of Mary L.Dayton Rec'd: 6/12/1957 To All of premises&more South Parish Realty Company Lefferts P.Edson,Michael John Fenello, Liber 5965 cp 236 Joe Thomas Like,Charles Joseph Harlin, all Dated: 5/12/1966 D/B/A South Parish Realty Company Rec'd: 5/31/1966 To Premises&more Kurt Hambsch,George W.Moore,Jr. and Sidney Warner Kurt Hambsch, George W.Moore, Jr. and Liber 5974 cp 552 Sidney Warner Dated: 5/21/1966 To Rec'd: 6/16/1966 South Fork Development Corp. Premises&more South Fork Development Corp. Liber 6977 cp 413 To Dated: 7/19/1971 Otto Kuebler and Agnes Kuebler,his wife Rec'd: 8/02/1971 Lot 6 Otto Kuebler and Agnes Kuebler,his wife Liber 8696 cp 174 To Dated: 8/09/1979 Agnes Kuebler Rec'd: 9/18/1979 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J.GOLESKI 18th day of August,2015 Notary Public 3 Agnes Kuebler Liber 9183 cp 300 To Dated: 5/12/1982 Carolyn Kuebler ughe a d Robert Kueaas Rec'd: 5/17/1982 Tenants in Common bler,,, LAST DEED OF RECORD PREMISES NORTH: 1000-078.00-04.00-007A00 Frederick Boergesson and Liber 1163 cp 261 Mary Boergesson,his wife Dated: 1/16/1926 Gustav Boergesson and Rec'd: 1/19/1926 Margaret Boergesson,his wife Part of premises&more To Mary M.H.Dayton Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L.Dayton and Silas A.H.Dayton. Silas A.H.Dayton died testate a resident of Suffolk County on February q, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. Harold E. Gordon Liber 2915 cp 371 To Dated: 1/19/1949 Mary L.Dayton Rec'd: 1/21/1949 Part of premises&more Mary L.Dayton died testate a resident of Suffolk County on November 8, 1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957 Index No. 978 P 1956. The New York Trust Company and William C. Liber 4313 cp 196 Mayer,as Executors of the Last Will and Dated: 6/07/1957 Testament of Mary L.Dayton Rec'd: 6/12/1957 To All of premises&more South Parish Realty Company FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August,2015 Notary Public 4 Lefferts P.Edson,Michael John Fenello, Liber 5965 cp 236 Joe Thomas Like, Charles Joseph Harlin, all Dated: 5/12/1966 D/B/A South Parish Realty Company Rec'd: 5/31/1966 To Premises&more Kurt Hambsch, George W. Moore,Jr. and Sidney Warner Kurt Hambsch,George W.Moore, Jr. and Liber 5974 cp 552 Sidney Warner Dated: 5/21/1966 To Rec'd: 6/16/1966 South Fork Development Corp. Premises&more South Fork Development Corp. Liber 6756 cp 308 To Dated: 6/05/1970 Charles P. Signorelli and Rec'd: 6/12/1970 Peter Immediato Lot 5 Charles P. Signorelli and Liber 7507 cp 453 Peter Immediato Dated: 9/27/1973 To Recd: 10/11/1973 John Edward, and Anne H.Fldffoney, wife LAST DEED OV'RECORD PREMISES EAST: COREY CREEK LANE PREMISES SOUTH: 1000-078.00-04.00-009.000 Frederick Boergesson and Liber 1163 cp 261 Mary Boergesson, his wife Dated: 1/16/1926 Gustav Boergesson and Rec'd: 1/19/1926 Margaret Boergesson, his wife Part of premises&more To Mary M. H. Dayton FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August, 2015 Notary Public 5 Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L.Dayton and Silas A.H.Dayton. Silas A.H.Dayton died testate a resident of Suffolk County on February q, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. Harold E. Gordon Liber 2915 cp 371 To Dated: 1/19/1949 Mary L. Dayton Rec'd: 1/21/1949 Part of premises&more Mary L.Dayton died testate a resident of Suffolk County on November 8, 1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957 Index No. 978 P 1956. The New York Trust Company and William C. Liber 4313 cp 196 Mayer,as Executors of the Last Will and Dated: 6/07/1957 Testament of Mary L.Dayton Rec'd: 6/12/1957 To All of premises&more South Parish Realty Company Lefferts P.Edson,Michael John Fenello, Liber 5965 cp 236 Joe Thomas Like,Charles Joseph Harlin, all Dated: 5/12/1966 D/B/A South Parish Realty Company Rec'd: 5/31/1966 To Premises&more Kurt Hambsch, George W.Moore,Jr.and Sidney Warner Kurt Hambsch, George W.Moore,Jr. and Liber 5974 cp 552 Sidney Warner Dated: 5/21/1966 To Rec'd: 6/16/1966 South Fork Development Corp. Premises&more FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August, 2015 Notary Public 6 South Fork Development Corp. Liber 6646 cp 268 To Dated: 10/14/1969 Frederick A.Jacks and Marion Jacks, his wife Rec'd: 10/24/1969 Lot 7 Frederick A. Jacks and Marion Jacks,his wife Liber 6668 cp 494 To Dated: 11/13/1969 Walter L.Tait and Irene D.Tait,his wife Rec'd: 12/03/1969 Walter L.Tait and Irene DFTait`_s wife Liber 11341 cp 62 To Dated: 8/28/1991 Richardi0sme r. and Recd: 9/25/1991 Jean M.� mer, is wife LAST DEED OF RECORD PREMISES WEST: 1000-478.00-03.00-053.001 Part of Premises: John MacKenna Liber 170 cp 302 To Dated: 7/14/1870 John Laughlin,John F.Turner, John MacKenna, Rec'd: 7/15/1870 Barney Garvey and James Donohue,Trustees of St.Patricks Church Most Reverend Walter P. Kenneberg, D.D., Liber 8060 cp 216 Most Reverend John R.McGann,D.D., Dated: 5/07/1976 Reverend William H. Flaherty, Charles A. Rec'd: 7/01/1976 Gagen and Joseph A. Shi u__p 1e, being all of the Trustees of�S Patricks Church-,in the Town of Southold To St. Patricks Church in the Town of Southold LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August,2015 Notary Public 7 Part of Premises: Millie P. Bailey Liber 3856 cp 273 To Dated: 1/15/1955 Fred W.Kart and Jessie J.Kart;,his wife Rec'd: 3/22/1955 Fred W.Kart and Jessie J.Kart,his wife Liber 4965 cp 348 To Dated: 3/18/1961 St.Patricks Church in the Town of Southold Rec'd: 3/28/1961 LAST DEED OF RECORD Part of Premises: Harold E.Gordon Liber 3991 cp 256 To Dated: 10/06/1955 St. Patricks Church in the Town of Southold Rec'd: 10/10/1955 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 18th day of August,2015 Notary Public 8 f g TRIBOROUGH LAND SERVICES 1121 OLD WALT WHITMAN ROAD, Suite 200, MELVILLE, NY 11747• Phone No.631-385-8844• Fax No. 631-385-8298 Tuesday,August 18,2015 Page 1 of 1 LANCE,LONGO, ESQ. 43 SCHNEIDER LANE HAUPPAUGE, NY 11788 Account Number: 36 (631) 342-9664 Fax No. (631)297-8466 Search Number: 15-SSTL2235S Order Details: Ordered: 8/10/2015 Customer Reference: Premises: 400 Corey Creek Lane,Southold,NY 11971 (Suffolk County) Date Description of charges Amount Sates Tax* Payments Amount due 8/18/2015 SINGLE AND SEPARATE $1,000.00 $86.25 $0.00 $1,086.25 Sales Tax for Suffolk- 8.625% Charges: $1,000.00 Please make checks payable to: Sales Tax: $86.25 TRIBOROUGH LAND SERVICES Payments: - $0.00 1121 OLD WALT WHITMAN ROAD,Suite 200 MELVILLE, NY 11747 Total Due: � NA $1,086*25 Please —return— —this—po—rtion—with— y— — — —ment— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — our pay Name: LANCE LONGO, ESQ. Invoice Amount: $1,086.25 Amount Enclosed: $ C ] Please apply payment towards Search Number 15-SSTL2235S. [ ] Please apply payment towards balance under Account Number 36. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to TRIBOROUGH LAND SERVICES S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S):8 4 t Uj � t 0 �t cy Uj O�qD Lf 9i. NGS w/Pu%Y TER LOT 5 VACANT S N7 . ,00' o a 8 16 z0 EL 18.2w 13 O 2 •v Z08.60, DRY WELL\' MON. W ; 3-4 BEGROOM a p� VACANT 000 MEL 18.0 MK ;;•;,•:,;,z,.9.;;•;s,''•'', _ tOISO, EL(185) 186A02-DEEP POOL 51.2' Aq - III v W DWELL�C aWA TERS.T. ,aoa 10'MIN N n z EL 18.3 Z LL U PROPOSED':� �Z N W O O LOT B :r,:f STY FRM. rn Z 99k 1.545 �!$. g o C?•, 1.545 S.F.;•;;; O a Z O N r U.P. W O } :i:.i.:,;,;,.' _ PROPOSED WATER MAIN S.F.' PROP05E0 ORNEWAY t 29.5' 8.5) )<C(18.5) I J-107.3' EL-�B.B DRY WELL O _ EL ,a.e � S88"05'00"E 195.81' MON. 1 . I DWELLINGS W/PUBLIC WATER I ELEV. 18.3 LOT 7 OL BROWN 1.3' SANDY LOAM SM OAWN AMYSAND 2.1' — SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PALE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A BROWN MEDIUM SINGLE FAMILY RESIDENCE ONLY SP SAND 13.6' ; SEP 2 6 2015. S. REI°. Ivo. DATE APPROVED FOR MAXIMUM OF__�_BEDROOMS NO WATER EXPIRES THREE YEARS FROM DATE OF APPROVAL — 17' -- ZONED R-40 07-25-15 K. WOYCHUK LS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 22,929.24 SQ.FT. or 0.53 ACRES ELEVATION DATUM: __NAVD88 _________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE 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 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:LOT 6 CERTIFIED TO: SLIGO CONSTRUCTION CORP.; MAP OF: COREY CREEK ESTATES FILED: AUGUST 15, 1967 No.4923 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ,f P.O. Bos 153 Aquebogue, New York 11931 FILE # 15-119 SCALE: 1"=30' DATE: JULY 25, 2015 PHONE (831)298-1588 FAX (831) 298-1588 - ` N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth Ate. Ik chick �C;,w T6 COYeVC. Ic L ,J S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S):8 4 DRAINAGE CALCULATIONS: P °j I c) � � 1 1 A) DWELLING FOOTPRINT=1.800 SO.FL 1,800 x 0.161-298.80 < 299cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED B) DRIVEWAY-680 SOFT. ��i►� 680 x 0.166=112.88 < 113cf (1) 8'DIA x 3' DEEP DRYWELL- 126cf P VIDEO D D OCT 3 1 2016 BUILDING DRFT. ®LD l w/Pueuc wA I 'd®WN OF SOUTHOLDso' LOT 5 `` pp MON. VACANT O Ny ,2p» 100' 8 w ' EL 18.2 STK. I a I X 20'0/9e 20 2Q�� ,-. -% 60 DRY WELL 1 , o 8'DIAx4 OEE;j > ^ $A_NITBEDROOM ARY SYSTEM MON. i n VACANT �� ry EL 18.0 W - 150' 1,000 GAL TANK 11` 8'DIAx12'DEEP POOL I V PROPOSED SOIL51.2' 9 �q ..;29.6 . ., , ,. v STOCK PILE AREA '• b �u. • 440 Z I L) „,., .. ; : h S.T. aO .SCI j \ to w 1O'MIN zv 7iy Z EL 18.3U. M► f+l z o LOT 6 rn a ;,;, •; ;''``1s• � I a Q'i DWELLINGS ir'." T4 w/PU8UC WATER N FOUNDATION,; ;U' O ! _y 1$0�� LOCATION ,;:or ------— ® '-OCT. 26. 2016:rrN U.P. 1 6� FNP: O . . .; „,,,, ,,,,,,, ,,, , ,,L.-..-..PROPOSED•wATE�MAIN- -.. ��-.. ..J O j!N Ij` PRO POSEDDRIVEWAY., z ��------ O 1 V .107.3' ��_.,� I GUTTER L1RA►N /=,e 11 n- - - - MON. N DRY WELL ----- I U 20'o/9 20'o/a i EL 18.8 S88"05'00"E 195.81'DWELLINGS ELEV. 18.3 I w/PU 5co WATER OL BROWN 1.3- CONCRETE WASH OUT AREA \ SANDY LOAM I IN BED OF PROPOSED DRIVEWAY. BROWNPROPOSED CONSTRUCTION ENTRANCE\ SM LOAMY SAND 2.1' � & STAGING AREA. PALE LOT 7 TYPICAL ORYWELL CROSS SECTION TYPICAL 9 BROWN (CONC. PRECAST COMPONENTS) SCREEN SECTION MEDIUM oEOTExnLE PAM SP SAND 13.6' 6"MAs MR e•SI"FORTRVM SEARING SUPPORT POSTS NEAW DIM HOOD OR METAL AP°ROYEE�a PIPE SO FWME AND APaDWo MITEr � ' rnr P""4A PmpNEo I/e/r Ol� FLOW aREcnoN PMWO 1/8-/1• EXCWATEO AND ® DOO❑ SACKIFILLED TRENCH lEDE] p 0 DUSTING GROUND I �`^ _ I I ll -IlHll NO WATER ; -' '`�- a 17' r Hill" 07-255-155 - K. WOYCHUK LS X MIN. $- �:��gBA% FILL MATERUIL TO BE ZONED R-40 SAND AND GRAVEL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FOUNDATION LOC. 10-26-16 AND OR DATA OBTAINED FROM OTHERS AREA: 22,929.24 SQ.FT. or 0.53 ACRES ELEVATION DATUM: --NAVD88 ----------------- UNAUTHORIZED ALTERATION 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 SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE ATLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE 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 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: SLIGO CONSTRUCTION CORP.; MAP OF: COREY CREEK ESTATES FILED: AUGUST 15, 1967 No.4923 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 15-119 SCALE: 1"=30' DATE: JULY 25, 2015 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk �P If q -j S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S):8 cy� #R10-15-0046 ' . Ro25'29' L�3y. DWEWNGS I W/PUBUC WATER 150' LOT 5 MON. VACANT o N,�B® '2p � 100' p 16 „ M EL 18.2 STK la C� I� 208.60 } I \� MON. I VACANT DRY WELL , 3-4 BEDROOM N 31' SANITARY SYSTEM w 150' N 18' 1,000 GAL TANK EL 18.0 i 8'DIAx12'DEEP POOL V 2s.s' 51.2' � I _ � I U N 65' �I z o U 62' EL 18.3 cc r+i LOT 6 I w g a b 1.5' 49.9' l a �I DWEWNGS 1 STY FRM. O P�: W/PUBUC WATER to WOOD DWELLING O i 150' CO R O DECK FFL 22.7 c PO CHS I v O 8'x3' N 3.9 x6.3' U.P. ..-.WM• L~ y GF20.4 1.�: CRUS�ID'YCOI(C::QRIYE1if�S� i''•` O !1 TOTS� F-� 29.6' 107.3' GUTTER DRAIN I ► � M - EL 18.6 DRY WELL 8'D3'DEEP\ j o� Wca' LL ~MON. c-'i— EL 18.8 S88005'00"E DWELLINGS 195.81°' MON. V1 ELEV. 18.3 I W/PUBLIC WATER OL BROWN 1.3' I 150' 1 aSANDY LOAM BROWN 1 SM LOAMY SAND 2.1' ' PALE LOT 7 BROWN MEDIUM SUFF®LK C0U-,1Jn 0EYAR 'Ft T OF HEALTH SERVICES SP SAND 13.6' APPRO1!AL OF COMMMM WORKS FOR A SINGLE I°AMY H 9DENCE ���o ®8tO_ApD %_4_20R_ H.S. t9`�o � '�� — 6 Y D The sea,ae diSPOS31 an-1%neer S° OR MID 11=90n f13v�been Inspected andlcr certifa•sa by ihis� � C��1 ®r.d kund to 0 MAY — 1 be samsfactary F0,R A sMU � ROOMS. 2017 ' NO WATER 17� 07-25-15 . K. WOYCHUK LS BUILDING DEM k �� cj TOWN OF SOUMOLD - ZONED R-40 FINAL SURVEY 04-10-17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. 10-26-16 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 22,929.24 SQ.FT. or 0.53 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL7ERAT70N OR ADD177ON TO THIS SURVEY IS A V10LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 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 INS77TU71ON LISTED HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS717U770N, 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 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: SLIGO CONSTRUCTION CORP.; MAP OF: COREY CREEK ESTATES FILED: AUGUST 15, 1967 No.4923 SITUATED AT.- BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-119 SCALE: 1 "=30' DATE: JULY 25, 2015 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk i REScheck Software Version 4.6.1 Compliance Certificate Project NEW ONE STORY DWELLING W/ 1 CAR GARAGE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York p C Construction Type: Single-family �� i4.K T�'Si�� Project Type: New Construction c7 Conditioned Floor Area: 0 ft2 44' Glazing Area go/a Climate Zone: 4 u} f II Permit Date: �^ 946 2� Permit Number: 02 O Construction Site: Owner/Agent: Designer/Contractor: OFN 400 COREY CREEK LANE PAUL DAVEY EMMANUEL TEHN-ADDY SOUTHOLD,NY 11971 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 LINDENHURST, NY 11757 Compliance: 13.2%Better Than Code Maximum UA: 273 y Your UA: 237 The%Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. or U-Factor UA Wall 1:Wood Frame, 16"D.C. 1,381 13.0 0.0 0.082 101 Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1:Glass 24 0.300 7 Door 2:Solid 48 0.300 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,426 30.0 0.0 0.033 47 Ceiling 1: Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 40 Comphance 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 h been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 a d o comply with the mandatory requirements listed in the REScheck Inrspection Checkli t �/ Q q�+C� &5--_Name-Title ols Signature Date Project Title: NEW ONE STORY DWELLING W/1 CAR GARAGE Report date: 08/18/15 Data filename: M:\DAVEY-15-075\DAVEY.rck Pagel of 1 Z�A h- N OCCUPANCY OR -I I I F ---------- USE IS UNLAWFUL DATE:— VVITHOUT CERTIFICATE Fr_'E: y rIC;T 1�':V P'..1C 1,17 /,,T OF OCCUPANCY 1 7f;`5-1832 F'+,! 70"19 TH–_ F0LLC,.'4!lN"3, i. 1-oil.!11?1__'\!�! F0,", NOTE: DO NOT PROCEED WITH 1). )N THIS PROJECT SHALL COMPLY WITH THE FRAMING UNTIL SURVEY 3 INS U L MECHANICAL GODS OF NY. STATE, OF FOUNDATION LOCATION 4, CHAPTERS 12 THROUGH 24. FIN.'.' - CC;,!"TRI'!,CT I'Yl M-UST HAS BEEN APPROVED COi',"IPLETF F'01-1 C. THE PLUMBING COPE OF NY. STATE, ALL CONSTRC Sl­!;ILL 14,_-�7 T!-:7-- CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. STATE, CHAPTERS 55 THROUGH 42. YORK STATE. NOT nESi:V,,'SIBLE F09 I PLUMBING DE:-,!"'3N OR. CONSI,RUCTION' ERRO'lS. ALL PLUMBING WASTE 7 &WATER LINES NEED ;','GBEF0r_),r_ COVERING NOTE TEST 0— NOTE: THE PROPOSED DWELLING HAS BEEN TO THE BEST OF MY KNOWLEDGE,BELIEF AND �" '�/� " c T '�_ - ,& TOWN CODES DE516NED TO BE IN 6ONFORMANGE WITH THE t= I A S R 0 PROFESSIONAL JUD6EMENT, THESE PLAN5 AND F OR 5PEGIF16ATION5 ARE IN GOMPLIAN(E WITH 2010 RESIDENTIAL GORE OF NEH. T'ORK. U R ED 4 N THE 2010 ENERGY GON5ERVATION GONSTRUGTIOIN CODE. -_ t I I�1_1 I I�,1,1711_117777 1711 77 o PLUV3ER CER7lF/,Yrt:)N ON LV D CONTENT BEFO= CER TIFICA TE OF OCCUPANCY �n 7 z 7/ NOTE NOTE 7 NOTE NOTE (3 SOLDER USED IN WATER ICE SHIELD TO EXTEND FROM EXTEND CHIMNEY ION THE HEATING, DHV4 AND AIR GONDITONIN6 ALL LUMBER THAT CONIES IN CONTACT WITH ROOF EDGE TO A MIN. OF 24" SVXI�YD7 YS TEf, CANNOT > HEIGHT AS NOTED ON PLANS Lu CONCRETE SHALL BE X.C,.Q. LUMBER. 5Y5TEM5 MUST MEET OR EXCEED THE INSIDE OF EXTERIOR HALL LINE Eyf'.N-'?7m I-'r lk^C:7 I SPECIFICATIONS GALLED OUT ON THE ENERGY STAR COMPLIANCE GERTIFIGATE. '/�/77'77777777=77 p TITLE 5H7 SEAL R C TE A Lj < 4 LEVATION5 5 F:: 0UNr;) ATI 0 N PLAN E T A I L 5 �000 �r � � � FT PLAN 5ECTION A 5 ROOF FLAN R I 5E R`� r;) I O R �� 6 OENERAL NOTE5 r,_ ETAIL5 Co cp Lu Lu IUT1 u uc 0�� c:� k7l Z —22— Z_.3' 0 7 tu ocU)I.Ul 1 —1 V rn t" L I k 7 !A N1 Z ttl j i: rrl c0 O T tu 64 t— :z 12 10 0 0 o ozf, 'ou z F'i71NG lli4TEN 17.2 - -- �_ , _ _ - - - _ as - _ _ o -- CL I,.� ��� ���{t� CREEK LAINE z 0 i Ho"TFwTLR& as o -A to -A PROP PROP 0 Z — — — — — — LINE LINE < z 0 0 ff twx a-coNc.rOOTIN9- - - PLOT PLAN tu SCALE: N.T.S. Z Lu tn z T :z Wv I-_Lu cz NOTE < Flu <c� SURVEY DATA HAS BEEN TAKEN FROM A SURVEY PMAMID PREPARED BY: KENNETH M. HOYCHUK RNO NO LAND SURVEYOR LAN AOUE606UE, N.Y. llq51 DATED: JULY 25, 2015 r GRIGKET GEDAR IMPRE5510N5 p p N CONTINUOUS RIDGE VENTRIDGE HEIGHT N ROOF OVER ROOF 2"x 6" RIDGE- GONTINUOU5 RIDGE VENT 2"x 6" R.R @ 16" O.G. 12 1/2" PLYWOOD 5HE:ATHIN6 CONTINUOUS RIDGE VENT _ #I5 FELT j ASPHALT 5HIN6LES AS 5ELEGTED BY OWNER A5PHALT GRIGKET A5PHAL PROVIDE VENTINC, IN ROOF OVER ROOF 5HINOLE5 A5P'HALT 12 t5- SHINGLE 5HINGLE5 / \ 12 �S \c' IGE SHIELD — — IGE SHIELD — — IGE SHIELD / — - - - _- - - - - - - - - - - IGE SHIELD - - - - - - - - - - - / — — — -- — — — 12 �— 12 g GL. HT = --- -- ---- / GLC. HT pI 11 -0.. WIN_HT _ c� �-p" '-0" — WIN. HT — IGLllArlIMPRESSIONS d111 IN � CEDAR IMPRES5ION5 11 111 1 h - o 0 I � � � VINYL SIDING IL - _ NDN-STRUCTURAL CULTURE STACK STONE - FIIN. FL 3 .O IN. FL @ 33.0 0 UN LLJ �L_1ElL O SEAL ' NOTE uu. Ri t I I It6" x 8" GONG FOOTING ALL LUMBER THAT GOME5 IN GONTAGT WITH I I I — — — — — — — — — — — — — ( I I I GONGRETE SHALL BE A.G.Q. LUMBER. I II II � � 4" x 4" P05T ANCHORED ON 10"(P SONO TUBE BELOH GRADE Q - - - - - - - - - - - - - I I I I I FIN. FL- - I I I I I AND 4"-6" ABOVE GRADE - - - - - - - - - - - - - - 1- - - - L_I- --- - - - _- - - - - - - - - - _- - - - _ - _ _ _ _ _ _ _ _ _ - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — 16" x 8" GONG FOOTING 16" x 8" GONG FOOTING � FR0F05E1;) f=RC 1T ELEVATIONi�i�OFOsEi� 1�ICHT 511�E ELE\IATION. 1/4 = I - O I/4"= 1'- O" GRIGKET CONTINUOUS RIDGE VENT — — — — — — — —RIDGE HEIGHT— — — — — — — — — — — — — — — RIDGE HEIGHT CONTINUOUS RIDGE VENT ASPHALT 12 R�A51FHALT- I7 SHINGLEHIN6LE5 W Lu — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —IGE SHIELD— — — — — — — — — — — — — — — — — — — — — — — — — IGE SHIELD w— — — — — — — — — — — — — — — — — — — — — — — — — — — = w GLC. HT H I N_HT O 0 VINYL 51DIN6 VINYL 5IDIN6 O W VINYL SIDING 1- 36" RAILING J >n Yr } 1= T_ } FI FL@33.0 v } 0 � � Ll z � z iu AVG. GRADE 2CI.5 AVG. GRADE @ 2`1.5 GRADE O O in z ILL- J �� u . � : NOTA � �L- � �J � I I I I I ALL LUMBER THAT GOME5 IN GONTAGT WITH — — — — — — — — — — — — — — — — — — — - - — 16 x b" GONG FOOTING GONGRETE SHALL BE A.G.Q. LUMBER. I I I I 4" x 4" POST ANCHORED ON I I I I — — — — — — — — — — — — AND 4' 6ABOVE 6RADERADE I I I I I -A 10"(P 50NO TUBE BELOH" O � -A o ,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-1- - - - - - - -1- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - � � O DA FRC`1=05=� REAR ELEVATION 1/4"= 1'- O" Q Z w z FRCFO5E17 LETT 510E ELEVATION 1/411= I'- O" v O w z w DWC� NO a ) 2 S.G.T.MA 1000-78-4-8 5YM50L Lr:Gr:ND NOTE! I. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND POSTS ABOVE. NEW CONSTRUCTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. 62'-0" TO BE REMOVED 2. ALL STRUGTURAL GOL'S THAT SUPPORT ANY HEADERS EXIST'G STRUCTURE L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG 5, AND OTHER 5TRUGTURAL NEW CONCRETE GIRDER5 OR HEADERS AS NEGE55ARY. I4'-g" /'-o" 23'-Io" 3. ALL PLYWOOD SHEATHING SHALL BE GONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 10 x 4" P05T ANCHORED ON SONO TUBE BELOW GRADE DESIGNATES DETAIL VIEW SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED AND 4"-6" ABOVE GRADE DESIGNATES SHEET NUMBER PORGH'S. (ETG) — — — — — — — Io NOTE: X- # — — — — — — — CLOTHES DRYER VENTING NOTE SMOKE DETEGTOR $ DRYER TO BE VENTED TO THE EXTERIOR ;CARBON MANOXIDE DETECTOR 0 A WALL OF DWELLING AND SHALL COMPLY TO BE HARDWIRED DESIGNATES SECTION VIEW (2)— — \ WITH RMI502. b INTERCONNECTED X � (2) 2"x 8" HDR �4 DESIGNATES SHEET NUMBER J N LL3 = L ' IIS x -' x � �II HOLD DN. m 2" x /" NAILER N m ILVER LINE 2 30 SLIDER ILVER LINE 2 30 SLIDER HOLD DN. - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - — _ - - - - - - - - - - I NOTE I 3'-6" 16"x /N' GONG.FO DA�ION ALL LUMBER THAT COMES IN GONTAGT WITH I I I`" I I I NOTE: 1'-4" ii'-5" I'-4" 12'-I" I I� GONGRETE SHALL BE A.G.Q. LUMBER. I -\Z DOUBLE ALL FLOOR JOISTS w UNDER PARTITIONS ABOVE. -, `j I Io ' I DOUBLE ALL FLOOR JOISTS O ZL o AND TRIMMERS AROUND HANDRAIL R-30 INSULA ION IN FL. JT5 I I� r %n UP STAIR WELL OPENING.UP �,I I I I O x v (V g CELLAR 12 0" g HOLD DN. � --7 't m �-' 6-0" GLC. HT. i o N m O ELDEG. — p0x cz - - - - - - - - - � I DET. I 91 ul 'vim I > Lu STATE ELECTRICAL OU I KHAT 1� Eu: ,-1 > Lu ELE47RI COAL WORK WILL COMPLY WITH THE RE51 SENT I AL C�O�E OF NEW YORK 5TATE 2010 � I I I s — — — — — I I C CHAPTER 55 THROIJOH 42 I I I I � _ � � 5- 2 x 12 GIRDER � � 3- 2 x 12' GIRD R � 6 � 3- 2 x 12 GIRDER r _ _ � � 3- 2 x 12 GIRDER SEALnCIy/T 3- 2' x 12' GIRDER I e+ -� ry I I I L — J L — J L — J L — J EN ROY STAR LA5 L � HOMES I I I I I 24" x 24" x 12" I w W/3 5TE L COLUMN I I l (Q 4� CSU I� �I N5 UNEXCAVATED w " m \ I I o "� er 4" GONG.SLAB OVER BACKFILL Ov ro COOLING EQUIPMENT A/C 14 5EER/12 EER -�� I I o MATERIAL g5% COMPACTION. I Q I TEEAT PUMP 14 SEER/12 EER 5 HPF R-30 INSULATION IN FL. JT5(MINIMUM) o 'j COOLING EQUIPMENT ENERGY STAR QUALIFIED 6A5 FURNACE qO AFUE;OR ( I �/ D` ro m Lu w N ry I O O (MINIMUM) ENERGY STAR QUALIFIED GAS OR OIL BOILER 85 AFUE;OR I I I f Q 01 1 w ® 1 I Iowa ENERGY STAR QUALIFIED 8.5 H5PF HEAT PUMP;OR I 'v z Lu OIL FURNACE 55 AFUEI I I I m u m o m R-Iq INSULATION - u- w - u- THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE RUN PERP OYER R I I I 1 1 I I J DUGTWORK LEAKAGE MAXIMUM: 6 GFM25/100 50. FT. OF CONDITIONED FLOOR AREA, I I CEILING JOISTS < 1 I IN IN50LATION MINIMUM: R-/ IN UNCONDITIONED SPACES I d I I I I B- 3 1 20'-&" 2b'-O" I � ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPASS GHEGKL15T I I IOILI D Dr 4" FLAT GEILIN65(MINIMUM) R-3/(R-30 WITH RAISED HEEL TRUSS OR EQUIVALENT) R-Iq INSULATION—/ I L L J I Qy BETWEENGEILINGJOISTS - - - - - - - - - - - - - - — — — VAULTED GEILINC75(MINIMUM) R-30 (LIMITED TO 500 5q.ft. OF CEILING AREA) l I 2-2 x 4" TOP PLATE WALLS(MINIMUM) R-13 H LD D - - - - - - - - - - - - I I HOLD DN. F- - - - - - - - - - - - -- - - - - - - - - - - - - - - - HOLD DN. I/2" GYP BD. 'N7HOLD DNN7 I 0 I NOTE: 'S7 -� FLOO (MINIMUM) R-Iq R STUDS A5 PER N.Y.5 RESIDENTIAL BUILDING CODE CHAPTER 14: BASEMENT OR GAWLSPAGE WALLS(MINIMUM) R-10 CONTINUOUS OR R-13 CAVITY CLOTHES DRYER VENTING NOTE 5EGTION MI401.3 SIZING:6'-II" HEATING AND GOOLING EQUIPMENT SHALL BE SIZED DRYER TO BE VENTED TO THE EXTERIOR GE (MINIMUM) R-10 FOR 2 FEET MINIMUM BASED ON BUILDING LOADS CALCULATED IN SLAB ED WALL OF DWELLING AND SHALL COMPLY I I I ACCORDANCE WITH ALGA MANUAL J. WINDOWS (MAXIMUM) U-FACTOR WINDOWS<.35 AND ANY 5HG5;SKYLIGHTS <.60 AND < ANY WITH RM1502. 5HGG LL-J J WATER HEATER EF (MINIMUM) 6A5 OR OIL: 40 6AL=0.61/50 6AL=.5gl15 GAL=0.54 (TYP) ATTIC INSULATION DEVIL OR: IN15TANTANEOU5 WATER HEATER OR INDIRECT-FIRED 5TORAGE TANK WITH n.ts. 2'-4" 8'-O" 21'4" v 20'-0" 2q'-4" 11 c� BOILER 12'-/" 4g'-4" 1 LIGHTING AND APPLIANGE5 500 kVh OR 650 kWh 5AVIN65 REQUIRED FOR ALL NYESLH — Lu ELECTRICAL kWh 5AVIN65 I l�I }�I IfR5TFLOOR62' ; ME(HANIGAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLED --- — — FROFCSED EOMI �DATI O1 � PLAN AGGORDIN6 TO NYESLH TECHNICAL 5PEGIFIGATION5 ATTACHM I "�T OPTIONS A COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH (SEE NYESLH TEGHN16AL 5PE(,IFIGATION5) "51MP5ON" HD05 OR "51MP50N" PH05 2-I6d COMMON "51MPSON" _ _ _ NAILS® b" O.G. 2-I6d COMMON 5THDI4RJ FOR FULL LENGTH NAILS 6" O.G. 12" BEARING ON P O 5 C O I�I� C fi O N P TA L S 2"x6" R.R. ® 16" O.G. Z 8" OF STUD FOR FULL LENGTH WALL STUD I 3-10d COMMON t CONCRETE WALL OF STUD r- W w BLOGKING a NOTE 2x6 DEGKIN6 DECORATIVE MOLDING " LU S/b" 45" O.G.WITH EN�WAILLG ;�;;' ENDWALL FILLER STRIP 6-/d GOMMION v } 111 z 51b"A.B.A. .@ PLATE WASHER i ALL LUMBER THAT COMES IN GONTAGT WITH HEADER A5 Z 2- / W CONCRETE SHALL BE A.G.Q. LUMBER. 14-I6d COMMON NAILS NOTED ON PLANS x10" HEADER y (BEAM) 6-/d GOMMION DECORATIVE MOLDING LA (] Z p[ 2"x6" 51 LL PLATE \ ID °a a° IDONE #4 Z 14 GONGRETE WALL \ O � Il OR \\ ° REBAR 3-Iod COMMON PORCH COL. TO HDR. @ w w FILLER STRIP a° AG450N STRONG-TIE a ROOF CONNECTION J s ° 14-I6d GOMMON NAILS m 5//""THREADED ROD EMBEDDED ° ° ANCHOR (P05T) P05TIN6 AS NOTED 3 1/2" FOR HOLD-DOWN ANCHOR 12 1/2" INTO GONGRETE2" x 6" FLOOR JT5® 16" O.G. 5/b"X12" ATR ANCHOR a ti� BOLT SPECIFICATION ON PLAN PORCH COLS 5 TO HDR. 2-2" x a" HEADER q- CONNECTOR 4" x 4" POST ANCHORED ON MIN.5.5" EMBEDMIENT � 0¢�� SET IN ACRYLIC TIE 3 �, „��N 12" MAX �—12" MAX6 ADHE51VE(AT) on�j �`„�` I I 14-I6d COMMON NAILS AND 4"36" ABOVE G ADEADE -A z0 O �y b MIN 6' MIN (BEAM) -1 CO to s `> Q51MPSON' ? 4 0 /” x 36" FT6. BELOW LADE — 0 4" x 4" POST ANCHORED IN 6-/d GOMMION Z 2-16d COMMON ° AND 4"-6" ABOVE GRADE _ STHDI4RJ � � z � a AB P05T BASE BY SIMPSON RIM J015T FOR 5Fn1ULL LENGTH iv N ° ° j o i c� cv NAILS® 6 O.G. - 11� m 7" 5" 12" BEARING ON 0 I 6-/d GOMMION tu -_ WALL STUD • 51MP50N 5TRON6-TIE a AB POST BASE BY SIMP50N 14-I6d COMMON NAILS AGER PORCH DETAIL TO HDR. 4 Q I'-O" 3-q1 41 SIMPSON HDQB OR ANCHOR BOLT® 36" O.G. FOR 2 STORY (POST) � Z � "51MP50N" PHD5 "ANCHOR BOLT® 12" O.G. FOR I STORY POST W/ FTG. CONNECTION z Iv v 2-16d COMMON "ANCHOR BOLT® 51" O.G. FOR SLAB ON GRADE — — ° NAILS® 6"O.G.FOR FULL O o FOUNDATION ANGHO�AOE DETAIL \\ ° OF STUD LENGTH " ANCHOR BOLT® 23" O.G.FOR 2 STORY 2"x6" DECKINGlu \\ � ONE #4 �" ANCHOR BOLT® 46" O.G.FOR I STORY DECORATIVE MOLDING ° ° a e\ a ° REBAR OR " " ANCHOR BOLT® 36"O.G.FOR SLAB ON GRADE 2"x6" DEGKIN5 J W PLAN VIEW Sim son Stron Tie W AA nn Z ° ° ° ° AB 9 2" x 6' FLOOR JT5 @ I6 O.G. 9 1 z V T UJ (A5 PER WFGM TABLE 3.2C) ° " ANCHOR BOLT 36" O.G. FOR I-3 STORIES ° I.MIN. ?" EMBEDMENT INTO CONCRETE 6-/d GOMMION O Z � � � � Q w/3" SQUARE WASHERS AND END NUT SETUP 0 O v tu Q I.MIN.T' EMBEDMENT INTO CONCRETE ° ° ° ° ° ° w/3" SQUARE WA5HER5 AND END NUT SETUP �n ° ° ® OV46 NO ° ° ° 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR � I/2° LAG. BOLT 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR s<(LC a OR REPLACED BY HOLD DOWNS FOR SHEARWALLS J FILLER STRIP 3-10d COMMON OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS • �� Q 24" O.G. 4 3 (,0�� 3. 1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. 4; �, " TEGO'S 3. 1 -ANGHOR BOLT 15 TO BE LOGATED BETWEEN b MIN. oM� 30 ° TO 12 " MAX. FROM ENDS OR GORNER5 a TO 12 " MAX.FROM ENDS OR GORNER5 t' 22 II��yyII G.BLOCK TO BE FILLED 50LID® ANCHOR BOLTS. "THREADED ROD EMBEDDED 51DEGOR 5//" ANCHOR BOLT 4. GON ' ANY ROOF PITCH T:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 12 I/2" INTO CONCRETE 4. GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. � 4' O.G. (TWD STORY HOUSE) PORCH COLS TO HDR. FLJ TO DWELLING CONNECTOR 62'-0" 2" X 6" RIDGE NOTE! 15141 II'-3" IO'-2" 13141 8'-I" 2" X 6" R.R. @ I6" O.G. I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 8 0 2" X 4" P05T5 ABOVE. — 2 - 2" X 8" HDR. DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND STAIR WELL OPENING. 2" X 4" @ I6" O.G. 2. ALL STRUCTURAL GOL'S THAT SUPPORT ANY HEADERS 2 - 2" X 6" L.V.L., 6IRDER5, ETC. SHALL BE SUPPORTED DOWN TO A FOUNDATION, FTG'S, AND OTHER STRUCTURAL TURNED DOWN POST GIRDER5 OR HEADERS AS, NECESSARY. `\.4 DECO COL. 3. ALL PLYWOOD 5HEATHING SHALL BE GONTINUOU5 :EGKINDG FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 12' OVERHANG SECONDARY ROOF 5Y5TEM5, GARAGES, OR COVERED - - - - - - - - - - - - - - 5\\ - - - - - - 0 - - - - - - - - - -0 - - - - - - - - - - - O, - - O, — — — — — PORCH'S. (ETC) (2) 2" x 10" HDR 2 2 x 8 HDR 3'-0" 2 x " H R (2) 2" x 10" HDR �D BEAD BOARD OR EQUAL 3-6 ON I p — — (— — SEAT 0, 4„ 0 15'-6" / u, A3u- REF \ I I Nuu / z \ 12'-4" 10'-0" SHOWER HEAD / I 5 I M50L LE-SEND o HANDRAI ELEG= -' ° _ BATH M V = 4 GM. I> — — — — VAULT LINE— — —`�' ° _ _ _ I BATH � _ m / — — — — 8'-O" GLC. HT `j 0 3'_0„ I2 GFM � / o i NEW GONSTRUGTION i ISI Iw - - OIo 61L -<V/ �m I FA I I I I 5--o" � s' o.. ® ° �`// Z I — — To BE REMOVED ) 2" x 8" R D I N I NC ROOM o I o I m O \�y0 LL ZZ, �,/ N v m I EXIST'6 STRUCTURE II'-0" GLG .HT p ° I I KITCHEN I s'-o" / TRUE VALLEY/VAULTED GLG ® Z I I II'-0" GLOW I 125❑GFMO o - \�` / _ I ° J ELEC. ��/ 2' x b"@ 16"O.G. a° NEW CONCRETE 9%\ x F I I " I PATH m GL A s.D. / ROOF RAFTERS I }� I /' DESIGNATES DETAIL VIEW 12'-0" \ L — — 4-0 / I L/�TA I L `.j 5 �•T•S DESIGNATES SHEET NUMBER F� o _ x- # A 2" x 8" @ I6" O.G. \ GAB SIN / 44 40 ® ® I PORTICO DETAIL TYP. %j ii" Q CEILING JOISTS ESI NAT S SECTION VIEW � D G E - - - - - - - 2- 13/4" Xql/2" LVL = _ a - — — N o I ROOF RAFTERS I `) ~ ° GL GL x� HALL \ � `� # z / ELEC. \ �t I \ >I O \ p.M 8'-0" GLG. HT AATTIC,GGESS \ ? 4-� 4`-T- DESIGNATES SHEET NUMBER > 6ARAOE Lu m� — — — �x W GL GL 4" GONG SLAB — — I 20-GFM. DOOR 5/8" TYPE "X" GYP. BD. T. $ S _ 5EE ROOF PLAN ON SHEET 4 OF 5 _ _ ON WALLS AND GEIL-INGS / A SEAL m \ / Q I P I Q I �� I `\ L I Y I I�l6J �®®M I ELEG. JOISTS 55EAROUND \ V\ t- GI o II'-O" GLG .HT SGL S.D. ATTIC AGGESS v I J CONP FLOOR ATTACHMENT I / O I \ Zk TRUE VALLEY /VAULTED GLG u, I ELEG. \�J/ ° I OFTI ONS I \ I ° ~ S.D. \/S w \ o \ -I- iU 'SIMPSON' HDQS 2 .;- � / N I \ 0" 8'-O" GLG. HT � ��®®� \9j�` �4 J "51MP50N" GM5TGI6 "5IMP50N" PH06 \� J = z w p \ w p I 12"BEARING ON 2-I6d COMMON VAULT LINE L c� v I 2-I6d COMMON WALL STUD NAILS @ 6' O.G. Q 9 J ° +/ AULT L NE z / Iq' 10" \ 2 x LL' x 8'-0" GLG. HT \ 'Sio NAILS @ 6" O.G. FOR FULL LENGTH \/ N o� / I \ P N p�/ I \ P \ I OF STUD E OF ®GLI- R-0 I3'-0" � o (2) 2" x 12" HDRI �0 / \�p� gyp / \�pp \� I BLOCKING @ OR / 2'x 1 0/ I \0 0/ I \o \ ENDWALL I I IMI . �0 I R0 0� I / BLOCKING @ o I \_ /JII (2) 2" 8" HDR \ / (2) 2" 8" HDR \ \ ENDWALL (2) 2" x 12" CONT HDR: A O O 2'xb' 2'xb' — — — — — — — — —6 R OF OVERHANG L — — -' 1 x —I � = 12 OVERHA / o - - - - -- -R.R. R.R. - -� - - - - - - - - - - -�- - ' - - - - - - - - - -� TURNE DOWN P05T G01�15TOOP N NOTE! 0 ATTIC AGGESS MUST BE BACKED G-3 2-2" x 8" HDR WITH R-10 RIGID INSULATION. 2-I6d COMMON "51MP50N" HDQS OR NAILS @ 6" O.G. 'SIMPSON" PHD6 FOR FULL LENGTH OF STUD m I 2'-4" 8'-0" 2'-4" 1'-I I" q'-3" 2'-q" q'-2" 13'-4" 12'-8" 20'-0" 211'-4" -� m Ir 62-0" NOTE! , NOTE! NOTE: ALL EXTERIOR WALLS BEHIND TUBS ATTIC, AGGESS MUST BE BAGKED SMOKE DETECTOR d �} T WITH R-10 RIGID INSULATION. CARBON MANOXIDE DETECTOR 2- 1 3/4" X q 1/2" LVL RIDGE �R0�05E� FLOOR FLAN % d SHOWERS SHALL BE INSULATED m FINISHED WITH GYP BD. BEFORE TO BE HARDWIRED CONTINUOUS RIDGE VENT p INSTALLATION OF FIXTURES. 8 INTERCONNECTED I Lu 1/4"= 11- 011 2"x 4" COLLAR TIES @ 16" O.G. = W 2- 1 3/4" X q 1/2" LVL RIDGEv GONTINUOU5 RIDGE VENT 2" x 8" R.R @ 16" O.G. INSTALL GAS FIREPLACE AS PER 1/2" PLYWOOD 5HEATHIN5 -� MANUFACTURER5 SPECIFICATIONS. 2"x 4" COLLAR TIES @ 16" O.G. #15 FELT MUST PROVIDE INSTALLATION ASPHALT SHINGLES (A5 5ELEGTED BY OWNER) �- MANUAL ON 51TE FOR BUILDING 2" x 8" R.R @ 16" O.G. INSPECTOR TO REVIEW 1/2" PLYWOOD 5HEATHIN6 2- 15/4" x q I/2" HIP RAFTER #15 FELT ASPHALT 5HINGLE5 (A5 SELECTED BY OWNER) W � 12 e 2"x 8" GEILING J015T5 @ 16" O.G 12 2"x 8 GEILING JOISTS @ I6 O.G Q 8 —�� Ww } _ 12" O.H. 3" GONTINUOU5 SOFFIT VENT II I I I II I II II I I II II I I I II 11 v w ? 2- 2"x 4" TOP PLATE Z II II II II II II II II II II II II I II II } � N IIII II II II II II II II II >Y DOUBLE LAYER OF lJ lJ 11 t1 LI IJ LJ U IJ IJ R-Iq INSULATION RAFTER TIES 0 W 2"x 4" STUDS @ 16" O.G. RUN PERPENDICULAR 2- 2"x 4" TOP PLATE I/2" PLYWOOD SHEATHING W/ 1/2" GYP BD 1 " RAFTER TIES H - 2"x 4" STUDS, @ 16" O.G. O DOUBLE LAYER OF OO 0 lIl z VAPOR BARRIERR-13 INSULATION W/ o R-Iq INSULATION N J 3/8" SHELTER WRAP E.P.S. BOARD I/2 PLYWOOD SHEATHING 1/2" GYP5UM BOARD. RUN PERPENDIGULAR VINYL SIDING (AS, SELECTED BY OWNER) R-13 INSULATION W/ o 3/8 SHELTER WRAP E.P.S. BOARD VAPOR BARRIER W/ I/2" GYP BD LIVING ROOM I/2" GYPSUM BOARD. 11'-0" GLG .HT — VINYL 51DING (A5 SELECTED BY OWNER) LIVING ROOM DINING ROOM 13/4" x q 1/2 TJI FLOOR JOISTS @ 160C. GL II'-O" GLC, .HT 3/4" SUB FLOOR GLUED AND NAILED 15/4" x q 1/2" TJI FLOOR J015T5 @ 16' O.G. 3/4 SUB FLOOR GLUED AND NAILED m I USE A MINIMUM OF GARAGE FLOOR 2" x 10" RIM J015T FIRESTOPS J Z Z OL O TWO' 8d NAILS TH15 O 51DE OF TRUSS. TOT^L 4 -8d NAILS •° GARAGE FLOOR V INTO TRUSS. IST r&1 —TSI GRAD BRIDGING J - /I/ SILL SEALER SILL SEALER TERMITE SHIELD 3- 2" x 12" GIRDER Q Z -11 TERMITE SHIELD GRADE R-30 INSULATION ANCHOR BOLTS 1/2" DIA x 8" LONG @ e>' o(- MAX Q R-30 INSULATION v �I ANCHOR BOLTS 1/2" DIA x 8" LONG @ 8' oc MAX 2- 2"x 6" AGO SILL N . 2"x 6" AGO SILL GELL�R CELLAR a 2" x 4" SILL PLATE 8'-O" GLG.HT. DAMP PROOFING 8'-0" GLG. HT. O to ° 8" GONG FOUNDATION 3" COL. FILLED SOLID W/ v 2 - 8d NAILS DAMP PROOFING -1 24" x 24" x 12' GONG FTG. INTO PLATES 8" GONG FOUNDATION 16 x 8 CONCRETE FOOTING H7 z (TYP) Z 8 -8d NAILS I6"x 8" GONGRETE FOOTING INTO STUD 51mp5on Strong-Tie Z v � ~ -1 W Q ILOvcf) < t— cl E:- 7AIr:�EL ONO NO NOTE: • RAf=TER T I DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS ABOVE. Simpson Strong-Tfa Z NTS. AND ALL FLOOR J015T5 AND TRIMMERS AROUND STAIR E5L TION /IEwLL OPENING. BECT I O N /I _ I/4"- I'- 0" FLOOR J01575 F AK NO :� TAL5 LEAVE 1/16" - 3/16" GAP, 5" THRU ROOF SEE MANUFAGTURER'S WOOD I-JOIST NAIL TO RECOMMENDATIONS DRAIN, WASTE � VENT NOTE: 114" ABOVE ROOF DOUBLE HEADER J015T WEB MATERIAL5 FOR DRAIN,HA5TE 3 VENT SHALL BACKER D TIGHT FROM EACH 2"± COMPLY WITH TABLE P3002.1 DRAIN,HA5TE d 4 HANGER JOIST TO E30TTOMTIOFHT SIDE TOP FLANGE EQ' TABLE P3111.3 51ZE OF COMBINATION HA5TE 8 EXISTING VENT PIPE. STACK FILLER BLOCK Q• WOOD I-JOIST o 2"± DOOR �� D� o IGHT FIT ° 0 2° _ I_ — — 2"— — NUMBER DOOR SIZE DOOR TYPE AMT. FILLER PANEL, WEB STIFFENER----"Ip IF NECESSARY iE" SWING EXTERIOR 2 WEB STIFFENER (EACH LEAE I/I6" - 3/16" GAP, 1 1/4 1 1/2 3 � II3I I/4" I I/2"I i I/4' I I/2 I SWING 3/4 HR. S.G.F.P. 1WOOD IJOIST SECOMMENDATIONS HANGER GOMPRTI B L TY, I I I 3 2668 SWING (INTERIOR) 4 OR JOIST REACTION) BEARING WALL ABOVE I 4 20b8 SWING (INTERIOR) 16 }� I BEARING WALL BELOW FIRST FLOOR 5 6068 SLIDER (EXTERIOR) I I�ETA I L 2" 2" 3" 2.. I 2" 3" 2„ 2" 6 8070 O.H. GARAGE DOOR I TO WOOD I I JOI HDRTD TAIL N.T.S. :SETA I L .O. ( G.O. WEB STIfirENER DETAILS N.T.S. 3.. 3.1 WOOD I-JOIST — — — — 21'_ — — I SYMBOL R. O. DIM. WINDOW MODEL STYLE AMT. 2" x b" 5GUA5H BLOGK5 DOUBLE-HEADER SOLID WOOD l/8" '� ANDERSEN 3046 D.H. 4 � 3'-2 1/8" x 4'-8 I/2 BLOCK FILLER 2'-8 1/8" x 4'-8 -7/8" ANDERSEN 2646 D.H. 3 BAGKER BLOCK INSTALLED _ © 3'-0 I/8" x 3'-0 -7/8" ANDERSEN 210210 D.H. I TIGHT TO BOTTOM OF 2'-4 7/8" x 2'-0 5/8" ANDERSEN A251 AWNING I TOP FLANGE. WASHING I G.O. BASEMENT MACHINE Q -1'-Il I/8" x I'-6 5/8" ANDERSEN AFFW 8006 ARCH i F I I/2 3'-0" x 2'-0" SILVER LINE 3020 SLIDER 4 " I G.O. I — J 4" G.I. HOUSE TRAP IN WINDOWS MEET EORE55 REG2UIRMENTS (SEE CARPENTRY NOTES.) ° WOOD STAIR z TH15 WINDOW MUST BE TEMPERED SAFETY GLASS IT w/ STL COVER CARRIAGE O I. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENG)r METAL FRAMING ANCHOR � 4" G.I. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. 8310 MIN OPENING OF 5.1 50. FEET AT EACH SIDE. w ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 3/4" RIM J015T i� =TA I L RISER �I A6` SAM FOR TOOLS) BGDX PLYWOOD EXT. GRADE STAIR CARRIAGE DETAIL N.T.S.BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. SEAL 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES INSTALL W/ FACE GRAIN HORIZONTAL flCy/T N.T.5 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. WATER SUPPLY D15TRIBUTION NOTE: / r� J� :9O A I. 5ERVIGE FOR NEW BATHROOM WILL BE TAKEN FROM THE EXISTING WATER 5ERVIGE. WOOD I—JOIST AS RIM I a- � � '� JOIST, NAILED TO TOP PLATE 2. WATER 015TRIBUTION PIPING & FITTING SHALL " BELOW W/ 8d NAILS 6" O.G. OMPLY WITH R.G.O.N.Y.5. TABLE P2g04.5 WATER C D15TRIBUTION, FOR MATERIALS d TABLE P2gO4.6 PIPE FITTINGS,FOR MATERIALS. ° WEB STIFFENER EACH SIDE ° IF NECESSARY. ° % ,L,O TIMBERSTRAND L5L ° OR TJ-STRAND RIM BOARD ,ON WOOD I-JOIST :om r=TA I L BEARING WALL BELOW CANT. DETAIL N.T.S. O 17ETA I L RIM JOIST DETAIL N.T.S. m i PLACE JOISTS TOGETHER Qy AND NAIL FROM EACH SIDE HGP HIP HGP HIP FILLER BLOCKING WITH 2 ROWS OF IOd NAILS 12" O,G, CORNER PLATE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - CORNER PLATE SIDESCLINCED WHENP0551BLE. - - - - - - - - - - - - - - - - - - FULL LENGTH OF JOIST ,_,_=a STAGGER ROWS FROM OPPOSITE ° SIDES BY b". -� ° META i L �- o A \ W � / / i DOUBLE JOIST GONSTRUGTION N.T.S. z < r RIDGE SUPPORT / I Y _ to 2"x 5'@ 16"O.G. \ •2'x 8'o Ib"O.G. W w } 2- 1 3/4 X q 1/2 LVL RIDGE CONTINUOUS RIDGE VENT / I ROOF RAFTERS HRG CONNEGTOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HRG CONNECTOR ROOF RAFTERSlu I v W Z 51MP50N L-60 (2) o EA. 51DE 1 \ I oC LL Ll th (3) 13/4" x q 1/4" LVL X ° yf%Lu � U- v {(q\ Xcz y, x \�� to v [� / I / 2"x b'@ 16"O.G. I 2' x 8"o 161 O.G. / ROOF RAFTERS ROOF RAFTERS \ / \ / \ I Z Q Z � — — — — — - — — — — — O — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — —/ - - — — — � GORNPHPATFCORNER PLATE IO WGPHIP \ d1 IhO l- O J L/ OO �L I 6 ROOF OVER ROOF w z I� ~ T 2"x " RIDGE- GONTINUOU5 RIDGE VENT p ZLu — v � �— 2"x b "R.R @ I6" O.G. w J __.l cz to Q � 1/411= I'- O" 1/2" PLYWOOD 5HEATHING D_ Q ~ #15 FELT DWG NO ASPHALT SHINGLES A5 SELEGTED BY OWNER PROVIDE VENTING IN ROOF OVER ROOF SPLICING OF TOP PLATE OENE AL N®TE5 CLIMATIC AND GEOGRAPHIC DE515N CRITERIA GENERAL FA5TENIN5 5GHEDULE [REFER TO TABLE R301.2(I) OF THE RESIDENTIAL CODE OF NEW YORK STATE] RE51DF-NTIAL GORE OF NEW YORK 5TATE TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REOUIERMENTS TOP PLATE SPLICE REQUIERMENT FOR WIND - EXPOSURES 646 - FOR WIND - EXPOSURES B46 - GENERAL: WIND 51JBJECT TO DAMAGE FROM ICE SHIELD AIR GROUND SEISMIC DESIGN WINTER FLOOD ALL OTHER GA5E5 ONE STORY SLAB ON GRADE I. FREEZING 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BA51G WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD SPEED° (MPH) CATEGORY WEATHERING* FR05T LINE DESIGN TEMP UNDERLAYMENT HAZARD INDEX WIND SPEEDS FROM FIGURE 8301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. DEPTHITERMITE DECAY REQUIRED BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE 2. ALL WORK SHALL CONFORM TO N.Y.5., AND LOCAL BLD. CODESMODERATE SLIGHT TO (111.1 km/h)SHALL BE DESIGNED IN AGCORDANGE WITH ONE OF THE FOLLOWING. DIMENSION(ft.) LENGTH(ft) DIMENSION(ft.) LENGTH(ft) F45 P5F 110 mph G SEVERE 3 FEET TO HEAVY MODERATE II YES N.A. 5qq 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHIGH SHALL ARI5E 1. PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0" 2'-0" 12'-0" -0 DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED TABLE 8301.6 AND PAPER ASSOCIATION(AF1PA) - WOOD FRAME CONSTRUCTION ib'-0" 3'-0" I6'-O" 4'-O" ON THESE PLANS SHALL CAU5E THE CONTRACTOR TO STOP WORK AND NOTIFY MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MINIMUM UNIFORM DISTRIBUTED DE515N LOADS 20'-0" 4'-0" 20'-0" 5'-0" CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE ARISING THEREFROM. [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DEFLECTION 24'-0" 4'-0" 24'-0" 61-0" 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREATER THAN 1-1180 FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. DECKS 40sf 10 sf EXTERIOR BALCONIES bo p5f Io p5f RAFTERS 28'-0" 5'-O" 28'-O" 1'-O" INTERIOR HALLS AND PARITIONS H/180 32'-0" 6'-O" 32'-0" 8'-0" 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT p p FLOORS AND PLASTERED CEILINGS L1360 \ 36'-0" 1'-O" 36'-O" TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 p5f AS PER PLAN • I TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ALL OTHER STRUCTURAL MEMBERS V240 � CONNECTIONS U51N6 2-I6d NAILS PER FOOT,FOR SHORTER SPLICE AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITEGT OR ENGINEER. ATTIG5 WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 p5f 10 p5fa4 40'-0" S'-o" 40'-0" 11'-0" EXTERIOR WALLS WITH PLASTER OR � LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 p5f 10 p5f H1360 PROVIDE AN EQUIVALENT NUMBER OF NAILS 1. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, STUCCO FINISH � 50'-0" 10'-0" 50'-0" 13'-0" CERTIFICATES, CERTIFICATE OF OGGV240 INTERIOR ZONE UPAWY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 p5f to p5f EXTERIOR WALL5--WIND LOADS a WITH 2 TABULATED SPLICE LENGTHS A550ME A BUILDING LOCATED IN� SLEEPING ROOMS 3o p5f 10 p5f BRITTLE FIN15HE5 /8„ yj EXPOSUER B 60'-O" 12'-0" 60'-O" 16-011 8. THIS SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLC.. AND 15 a jE�r FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT 15 NOT STAIRS 40 p5f 10 psf EXTERIOR HALL5--WIND LOADS WITH L/120 ® PERIMETER ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 10'-0" 14'-0" 10'-0" I61'-0" GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 p5f FLEXIBLE FINISHES HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. R.A. ROOF LOADING(LIVE = GROUND SNOW LOAD 12 p5f FOR NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: - GABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY H/8 80'-0" 16'-0" 80'-0" 22'-0" q. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE 8301.5 OF THE 45p5f ATTIC 1.FOR GABLE ROO'F5 10" TO 45" PITCHES (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 15 psf OR a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 ATN 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING'5GHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMAN5HIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA. ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. II. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 5TRAFFINS 5GHEDULE A ALL STANDARD AND SPECIALTY SYSTEMS / MATERIALS USED WITHIN TH15 NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 THI5 PROJECT WITH THE MO5T STRINGENT RECOMMENDATIONS / REQUIREMENTS (SEE SECTION FOR STRAPPING AND REQUIREMENT5. NAILING AND 5TRAFFINS ALL STRAPPING TO BE I i4 x 16 GAUGE 5TL TO BE FOLLOWED. SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) i� i� L 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE 51MP50N EQUIVALENT - G516Z (GOILED STRAP) Z Z CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION BEARING I212" MIN. L!3 L/3 0 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF $ CEILING FRAMING �- 13. ANY AND ALL DI5GREPANGIE5 TO BE REPORTED TO ENGINEER. RAFTER TO TCP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER I I LU 14. WALL AND GEILIN6 FINISHES SHALL BE IN AGCORDANGE WITH SECTION 8-101 AND INSULATION CEILING JOIST TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST T SHALL BE IN A(GCORDANGE WITH SECTION R316. AT RAFTER TO RIDGE CONNECTION EACH L I NO NOTCHES I p CEILING J015T TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP L D/6 MAX. -PERMITTED 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8102 AND FOR STRAP - 3 Sd COMMON NAILS EA. END of STRAP EXTERIOR WALL GOVERING SHALL BE IN A(GORDAN(E WITH SECTION 8103 EILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL 2-I6d COMMON EACH LAP FOR NOTED GOLLAR/GLG TIE - 3 IOd COMMON NAILS® EA. SEAL G I6. THI5 PROJECT COMPLIES W/ THE 2010 RESIDENTIAL CODE OF N.Y.5. AND COLLAR TIE TO RAFTER(FADE-NAIL) SEE DETAIL PER TIE I I D/6 MAX. /---- ��ED AR CA/ MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END %ALTMER�N�ATE ��~� N.K. TE,r��(�O� PLUMBING SYSTEM GOMPLIE5 CHAPTER 24 THROUGH CHAPTER 32, ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END J NGTIE FLOOR J015T-CENTER GUT CARPENTRY: WALL FRAMING ALTERNATEH1Z AT RAFTER TO TOP PLATE TO STUD GONNEGTION. ® I6" O.G. 0/4 MAX. TOP PLATE TO TOP PLAT(FACE-NAIL) 2-I6d COMMON PER FOOT COLLAR TIE I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERH15E NOTED ( U.O.N.) FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 4-I6d COMMON JOIST- EA.SIDE FOR TOENAILING- 5 8 d COMMON NAILS TOP PLATES AT INTERSECTIONS(PAGE-NAIL) j 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) FOR G.J.TO R.R. - II I6d COMMON NAILS(FOR 5 PITCH) T D �' �` ,A `y0 STUD TO STUD(FACE-NAIL) 2-Ibd COMMON 24 O.G. 9 I6 d COMMON NAILS(FOR 8 PITCH) �� 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(PAGE-NAIL) I6d COMMON I6" o.0 ALONG EDGES FOR CL OF EA. PLATE TO PLATFORM ABOVE - I I6 d COMMON NAILS I6' O.G. D/3 MAX. 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-I6d COMMON PER STUD 4. ALL J015T5 HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOCKING(FACE-NAIL) 2-I6d COMMON PER FOOT 6. DOUBLE J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) FLOOR FRAMINGI AT STUD To FLOOR A55EMBLY TO STUD CONNECTION ® 16"O.G. 1. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4 BEARING. JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER J015T ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): MAX.D FROM BRIDGING TO J015T(TOE-NAIL) 2-8d COMMON EACH END SUPPORT FLOOR J015T-END 5 8. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ _ FOR STRAP - 3 8 d COMMON NAILS @ EA.END OF STRAP MODELS NUMBERS ON PLANS. BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END FOR CL OF EA.PLATE TO PLATFORM ABOVE t @ CL OF EA.PLATE TO g. PROVIDE UM EAST N WINDOW (OR DOOR) IN EACH HABITABLE SPADE FOR EMERGENCY BLOCKING TO SILL OR TOP PLATE(TOE-NAIL) 3-I6d COMMON EACH BLOCK ALTERNATE PLATFORM BELOW- 1 Ib d COMMON NAILS @ 16" O.C. 17- ESCAPE. IN CONFORMANCE WITH N.Y.5. CODE SEG. R510 MIN OPENING OF 5.150. FEET LEADGER STRIP TO BEAM(FACE-NAIL) 3-I6d COMMON EACH J015T CONFIGURATION D (� (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W/ J015T TO LEADGER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST D/3 MAX. 1 MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED BAND J015T TO J015T(END-NAIL) 3-I6d COMMON PER JOIST ' FOR TOOLS) BOTTOM OF OPENING @ 44 MAXIMUM A.F.F. AT 5TUD TO FLOOR ASSEMBLY To SILL PLATE(5)CONNECTION 6 16"O.G. � 10. EXTERIOR WINDOW5 ARE TO BE DESIGNED IN A(GORDANGE WITH SECTION R613. BAND J015T TO SILLL OR TOP PLATE (TOE-NAIL) T2-I6d COMMON PER FOOT i ! ALL GLAZING SHALL COMPLY WITH SECTION R308. ROOF 5HEATHIN6 FOR STRAP- 3 8 d COMMON NAILS 0 EA.END OF STRAP � € FOR Cb OF EA. PLATE TO PLATFORM BELOW- RAFTER GEILIN6 JOISTS II. 5TAIRWAY5 SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 8311.5 TO 8311.5.1 5TRUGTUFAL PANELS: (SEE GRAPHI(ABOVE) 1 Ib d COMMON NAILS® 16"O.G. 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INTERIOR ZONE Sd COMMON 12"O.G.PERIMETER ZONE Sd COMMON 6110.6. ° INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS GOMPRISING GABLE HALL EDGE ZONE Sd COMMON ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. CEILING 5HEATHIN6 (OR EGUN") 0/3 MAX. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION Rg05.2. ° (OR EQUAL) GYPSUM WALLBOARD 5d COOLERS 1" EDGE/10" FIELD ELEGTRIGAL: WALL SHEATHING I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANGE5 SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON 6" EDGE/ 12" FIELD 2 IN.MIN. FROM TOP m RESIDENTIAL CODE 5EGTION5 FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS 1"EDGE/ 10" FIELD TYPICAL SECTION DETAILS AND BOTTOM OF JOIST 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON GOMPLETION FLOOR 5HEATHING (SUBFLOOR) PIPE OR CONDUIT 0 OF WORK. D(ACTUAL DEPTH) 2 tu 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 33-42 STRUCTURAL PANELS AND LOCAL BUILDING DEPARTMENT. I" OR LE55 Sd COMMON b" EDGE/12" FIELD GUTTING DRILLING AND NOTCHING DETAIL GREATER THAN I" IOd COMMON b"EDGE/b" FIELD 4. SMOKE DETECTION A5 PER N.Y.S. CODE 5E6TION 8313. �E I-MAX HALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B d SPACING @ 16"O.G. 1514 OF JOIST5 f(1 ALL SMOKE DETEGTOR5 SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE 5. EXHAUST FOR THE CLOTHE5 DRYER SHALL BE IN A(CORPANGE WITH SECTION RM1502 6. THE EXI5TIN6 ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOAD5 OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, CONCRETE AND MA50NARY: NAILING 4 5TRAFFINS @ EXTERIOR WINDOW/DOOR HEADER w TABLE R501.2.I.2 ,- I. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBR15 PROTEGTION FASTENING 5GHEDULE u1 r 2. 501L ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON / 50. FOOT. FOR WOOD STRUGTURAL PANELS abed w _� 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGNOTE S @ 1:2 RATIO _ } (I' RI 5E MAX) ALL STAIRS, HANDRAILS v } Ill Z FASTENER 5PAGIN6 FASTENING 5GHEDULE B z tt1 4. WALLS TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT SHOWN ON RAILINGS SHALL GOMPLY } Dv to FASTENER 4 foot 6 foot PLANS. (U.O.N.) W/ RGNYS SEG. R-311 0 1 TYPE Panel span <panel span < panel span ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS TOP PLATES 4 ft 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF < foot <6 Foot < 8 footACCORDANCE _ FRAMING OR PROPER BRACING 15 IN PLACE. - A [IN WITH WOOD FRAME 0 CONSTRUCTION MANUAL 2001 EDITION] O j W Q 6. FOOTIN35 TO BE OF POURED CONCRETE OF 51ZE SHOWN ON PLANS. 2Y2" #6 NOTATION„ q" 1. ALL OPENIN65 FOR 65 FLUES,UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. Wood screws I6 12 D ROUGH A B G D E F BORED HOLE MAX. ODMS DIA. 40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE OF STUD DEPTH 51DE5 AND ENDS. U.O.N. 2y2" #811 12" B £ 2'-0" 2 I-2'x 4" I 1 1 I w 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH @ 28 DAYS OF Wood screws 16 16 G z 4'-0" 4 1-2"X 4" 2 2 2 2 r 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. O 5/8 MIN.TO EDGE z 3,500 P.5.1. GARAGE SLAB / EXP05ED SLAB ON GRADE / POURED STEPS. 2-2"x 4" Q a.This table is based on 110 mph wind speeds and a 33 foot mean roof height. b'-O" 6 -oR- 3 3 3 3 w -1 CQ 1 q. CONCRETE 5LAB5 TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH b. Fasteners shall be Installed at opposite ends of the wood structural panel. F 1-2"x 6" o J O 2-2"X 4" �O Z v HARDWOOD OR STEEL HANDRAIL 5/8' MIN.TO EDGE Z - MINIMUM EMIL. POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. c. Nails shall be IOd common or 12d box nails. S'-o" 8 -oR- 3 3 3 3 d. Where screws are attached to mason or mosonr /stucco,the shall be I-2"X 6" W/ 11/2" MIN. FINGER DLR. AND NOT Z (� 'y 9 y NOTCH MUST NOT - 10. ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. attached utilizing vibration-re515tant anchors having a minimum ultimateTO PROJECT MORE THAN 4.5" EXCEED 25%OF CJ - _ II. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32" O.G. VERTIALLY AND withdrawal capacity of 460 pounds. 10'-O" 10 2-2"X b" 4 4 4 4 Q FROM THE WALL. STUD DEPTH -A Q EVERY 18 O.G. HORIZONTALLY W/ FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 12'-O" Dl 12 2-2'X b" 5 4 5 4 Q LU _ W/WEEP HOLES @ 4'-0" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDING PLANNING a $ � BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 609 - 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION SECTION R301 DE51GN GRITERIA °` OF STUD DEPTH,THEN STUD MUST BE LOCATED IN THE SAME GRO55 w 11 SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Q I- Z J = 5EGGE551VE STUDS ARE DOUBLED FROM FOOTING TO 2" ABOVE FIN15HED GRADE, UNLE55 WET SITE CONDITIONS EXCEED WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF%6"AND A MAXIMUM SPAN a JACKS 4 KINGS STUD AND 50 BORED Z Iv v CODE LIMITS. OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. WRAPPED UNDER n/ - 13. THE MA50NARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI001. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE SILL PLATE q" WOOD STRINGER, lL PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE 8301.2.1.2 OR SHALL o M TREADS, d RISERS UJ PLUMBING MEGHANIGAL, FUEL GAS, ASG: BE DE5I6NED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. 10 WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK 5TATE. NOTATION: 0 � � 0 Fw- Q I. PLUMBING TO COMPLY WITH S.G.D.H.S. AND THE BUILDING DEPARTMENT. A-NUMBER OF Sd NAILS® EA.END OF 5TRAPPING5(TABLE 3.1,P. 151) 8 (TABLE bA PAGE 316) DRILLING AND NOTCHING DETAIL 111 Z � Z <T w �- COMPLY WITH S.G.D.H.S. REQUIREMENTS. I I/4" NOSING O w CZ17- 2. SITE SANITARY SYSTEMS ARE TO B-NUMBER OF SILL STUDS-0N FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.238,P. 193) � Z � CZ J11 Q 1 OF STUDS 3. PLUMBING, MECHANICAL, FUEL 6A5 5(5TEM5 SHALL COMPLY WITH THE RE51DENTIAL TABLE 8301.2.2.2.1 G-NUMBER OF FULL HEIGHT KING 5TUD5® EA.51DE OF HEADER(TABLES 3236,P. 10 V Q 5EGTION5 FOR PLUMBING CODE ((HAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), DEAD LOAD D-NUMBER OF I6d NAIL5.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER MINIMUM WIDTH OF STAIRS TO BE 3'-0" AND FUEL GAS CODE (CHAPTER 24) OF NEW YORK STATE. ® EA.51DE(TABLE 3.1,P. 151) t (TABLE 6A PAGE 316) DWC NO 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE 56HEDULE 40 THICKNESS ROOF/GEILIN6 ROOF/GEILIN6 E-NUMBER OF JACK 5TU05 @ EA.END OF HEADERS(TABLES 3.22F,P. 19 1)A55UM1E DBL.HDR. STAIR DETAIL 5V CAST IRON BELL (HUB) AND SPIGOT BELLOW AND THROUGH CONCRETE. DEAD AD DEAD LOAD F-NUMBER OF I6d NAILS END-NAILED THROUGH ADJACENT JACK 5TUD5 TO END OF SILL(5) 5. THE EX. HEATING/ A.G. 5 r5TEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOADS OF WALL SUPPORTING 15 PSF OR LIE55 25 P5F ® EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P. 151)8 (TABLE bA PAGE 316) Q /�f PROP05ED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 N.T.S. ROOF PLUS ONE STORY 1.0 1 1.2 S.G.T.M.# 1000-78-4-8