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HomeMy WebLinkAbout41401-Z a�OgUFFO(, COG Town of Southold 11/28/2017 P.O.Box 1179 W W • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39358 Date: 11/28/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 850 Bungalow Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-2-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2017 pursuant to which Building Permit No. 41401 dated 3/8/2017 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: alterations and additions, including covered entry and deck, to an existing one family dwelling as applied for. The certificate is issued to McAllister, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0025 10/25/2017 ELECTRICAL CERTIFICATE NO. 41401 10/24/2017 PLUMBERS CERTIFICATION DATED 11/15/2017 Nony Cola ande t Signature �s�FFnc�- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41401 Date: 3/8/2017 Permission is hereby granted to: Maginn, Virginia & James C/O Peggy Clennan 3302 Willow Pond Dr Riverhead, NY 11901 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 850 Bungalow Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-2-13.1 Pursuant to application dated 2/21/2017 and approved by the Building Inspector. To expire on 9/7/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,167.60 CO -ADDITION TO DWELLING $50.00 otah $1,217.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building 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 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: l� -9nO�Q�jL,3 bnt, Q House No. Street Hamlet Owner or Owners of Property:��_ q Suffolk County Tax Map No 1000, Section ( � Block Lot Subdivision ( / Filed Map. Lot: Permit No. `t Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOUjy®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richert(-town.southold.ny.us Southold,NY 11971-0959 Q lyc®UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McAllister Address: 850 Bungalow Lane city,Mattituck st: New York zip: 11952 Building Permit#: 41401 Section- 123 Block- , 2 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: 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 X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 41 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures 15 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment- 1- Range Hood, 2- Bath Fans, 3- Paddle Fans, 15-ARC Fault Circuit Breakers, 7- Combination GFI. Notes: Inspector Signature: Date: October 24, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 J BUILDING DEPARTMENT TOWN OF SOUTHOLD 17 2017 �. `t'D i'Fl OF&J'e.1 iH�JLD I CERTYFICA ION {i j i Date-, l I Building Permit No. G/-Z�y Owner: m CA 1 1 Ff ��r .oma (Please print) Plumber• (!t - (Please p int) Co I certify that the solder used in the water,supply system contains less than 2/10 00%,^',, lead. � I 1 lumb4Sature) 1 Sworn to before me this i i day ofOLI M36a � 20 it t a�U � l Notary Public, :5-v FrvL-K County- . MARTIN J.NOCIFORO Notary pub W06347847Of W i tivalitied in Suffolk County COInfnISS,0n EX�pires September f9,2Q.... j 1 �o��OE SOUly�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: N frLtr* PAW �,✓' V or COt4tA 4'Al + Lp,)K( f QK -� 'A L DATE INSPECTOR l I D I OF SOUTyo UM`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] rICAL (FINAL) REMARKS: IK (Do W kfA,- Irk DATE 313/6-01 INSPECTOR LA SOUIyo TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [vl FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 66 - ✓ i -� -t rtk V� DATE 'Z INSPECTOR) ' SO(/Tyo y o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] 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) , r REMARKS: �` l ov-/ ioAL Nwlbl,W0 QR;4�lon C, I4�wdlvxlol oto 1 A(A+ pp1/ o� DATE INSPECTOR SOUTyOIo o 1 _ * • moo# 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 J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: old 6��< DATE l 7 INSPECTOR N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .� V l DATE I INSPECTOR SOUlyolo 4( 401 �cOUM'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �L INSPECTOQf. I a0F so �o� olo %S- Ag cou I TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ IFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) r t REMARKS: Iqo�k%v F' V4.1 S c, 4 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION .1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL 4e," [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c� wuni (tO (ovar'., 19 V944 AA 'Vtk Cop(- DATE I INSPECTOR �a `�I/� f ,'� ►Y • i � �7 �1 � 1. r7i�l z• -"- 1 1, SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST DING DEPARTMENT Do you have or need the following,before applying? .-OWN HALL Board of Health �SOUTHOLD,NY 11971 4 sets of Building Plans /f TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate / Storm-Water Assessment Form V Contact: Approved ,2� ail to:_dA-;u 1-e%-,i i 5,ze/e Disapproved a/c ��?� fVL5r 14 ->Prr7G,11_- 6GJo'Z hone: 6,71- (ooh- -9 Y39 Expiration 0 ,20J D IM GVR D Buil 1 nsp to FEB 21 2017 PPLICATION FOR BUILD PERMIT Date 2�7, —2 920 /71 BUILDINGDEW. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises-or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit steal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every,buidding permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months-from such date. If no zoning amendments or other-regulations affecting the property have been enacted in the interim,the Building'Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �GvN�R L Name of owner of premises Jg SA-t-J (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. '510 -/g3-d Plumbers License No. Electricians License No. Vic Other Trade's License No. 1. Location of land on which proposed work will be done: g50 lean g04ow CAr.9— 'f`Oc_� House Number Street Hamlet County Tax Map No. 1000 Section tai Block Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Resta-e,j ce— b. Intended use and occupancy Qe s E d� 3. Nature of work(check which applicable):New Building Addition v/ Alteration f Repair Removal Demolition Other Work (Description) 4. Estimated Cost !f//g-'W'q 042 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor I sT FLA. _ I 6e4 If garage, number of cars r-Lk. = Z be-4 6. If business, commercial or mixed occupancy, specify nature and extent of each,type of use. o •, 7. Dimensions of existing structures, if any: Front '2-11' Rear Depth Height • /8 ' Number of Stories / Dimensions of same structure with alterations or additions: Front 2q, ". t ;'�z " ;rRear 3 y Depth �-/`/ ' $" Height 21"2 Number of StoHe"iP j/Z 8. Dimensions of entire new construction: Front Rear w-; r Depth Height Number of Stories 9. Size of lot: Front �Qa��3` Rear a���� Depth 10. Date of Purchase /2171 Ae Name of Former Owner z ,. 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO / Will excess fill be removed from premises? YES ✓NO 1ppa-% d- �� 90. q'ts 14.Names of Owner of premises McAi t t, +-eA Address KAtM4-,jck Nil Phone No. (q3(-&0!97-3q ct Name of Architect cLi-ry�-vn Address 2-7-fJAexwat>A(2d Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 13✓✓REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18:Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of Ne%,York (S)He is the No.01 BU6165050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Su o o a Commission E=xpires April 14,2 aD 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 /I 16+ day of 201.-? . Notary Public „Signature of Applicant i �o Town Hall Annex Tel e 54375 Main Road P.O.Box 1179 r0 enrichert w L_7C Southold,NY 11971-4959 JON 1 2 2017 BUHLDING DEPARTMENT BUILDING Dom. TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION S�� ►-'� REQUESTED BY:'_j�l<, �„����t t&+,ic Date: - rz-- i-? Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �Js�� I� � ► � *Address: .— *Cross Street:{ *Phone No.: fan -- Permit No.: 1//Yo Tax-Map District: 1000 Section: 12 Block:_ Lot: 13. I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) , (Please Circle All That Apply) *!s job ready for inspection: NO ough in Final *Do-you need a Temp Certificate: (!9� YES NO Temp Information(!f needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION JU 82=RZestfor nspection Form �� S,oatt A. Russell ,��'10SU 'r 51[`01KM WA\'7F1E1K SUPERVISORJ �T �T M[A\lam A\tG�IEM[]E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 ,. Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB 2 3 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE APS' OF TM FOLLOWING: Yes No (CHECK ALL THAT APPLY) I [�❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E ❑ 'B. Excavation or filling involving more than 200 cubic yards of material ; within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i j ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year f loodplain as depicted ( on FIRM Map of any watercourse. ; ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square z feet or more, unless prior approval of a Stormwater Management Control Plan was received by the 'Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control-Plan , and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) <i S.C.T.M. 1000 Date District s NAM£: LJ0..Vi- 1 l �G 1 �� J Z� O Z 1 2 i ?' ziv Section Block Lot b / / I5 q FOR BUILDING DEPARTMENT USE ONLY Contact information: T ( i Mkph—Numbed Reviewed By: — — — — — — — — — — — — — — — — ,€ € Date: Property Address/Location of Construction fork: :;! — — — — — — — — — — — — — — — — — Approved for processing Building Permit. gSJ �✓ �� ' ❑ Stormwater Management Control Plan Not Required. I ( € 1 © Stormwater Management Control Plan is Required. f f (Forward to Engineering Department for Review.) 1, FORM SMCP-TOS MAY 2014 I APPLICANT: S.C.T.M.# 1000a CHAPTER 236 (Property Owner,Design Professional,Agent,contractor,Other) —�---^ U64zl'NAME��V1 �c}��t i�3 ' 13.1Stormwater Management Control Plan CHECK LIST 1 J section Block Lot 5 M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ptwrpara ate: * The applicant must provide a Complete Explanation and/or Reason for not providing �����rc mN20/ 7all Information that has been Required by the following Checklisti 1. 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 Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Prope rty Boundaries b. Total Site Acreage. EPEF- - e. Existing- Natural & Man Made Features within 500 L.F. Res�c� of the Site Boundary as required by§2ss-17(c0. 0 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum z Intervals) e, c,4u e� g. Location of all existing &proposed structures, roads, S driveways,sidewalks, drainage improvements& utilities. 00 h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. es. ONTROE.S 1. Location of proposed Swimming Pool and discharge ring. oro snot be limited to: j. Location of proposed Soil Stockpile Area(s). 1 ine onstruction E k. Location of proposed Construction Entrance/Staging Area(s). ed3gt —Fencing, stabil' 1. Location of 10 used concrete washout area(s). 0 g o exposed and/or SeffdM M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch � D � rainfall/storm event. Contact TOS Engineering at 7eilcar" 3. Details&Sectional Drawings for stormwater practices are required for approval. Backfill, OR Provide Engineer's C Items requiring details shall include but not be limited to that the drama a has been insta a. Erosion &Sediment Controls. 0� 7 2013 b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) GD d. Leachin Structures (e. .infiltration basin swales,etc.) 0 Of S ****FOR ENGINEERI G EPA M USE ONLY* " , ! Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Co m :x Approved By: f — — — — — — — — — — — — — — — — p]ete. Stormwater Management Control Plan )s Complete. i = I ® SMCP has been approved by the Engineering Department. g +• ..P Check List -TOS MAY 2014 GO, Town Hall Annex `�� y� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P_ O.Box 9179 o z �* Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 2) 2.11 I Owner: E e�' Location of Property: �r'S� �'� �t�r.✓. ���� ����' ���9�Z Please take notice that the (check applicable line): New-residential structure } V""� —Addition to existing residential *ucture Rehabilitation to an existing residential structure to be constructed or performed at tfie subject prgperty reference above will Utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction{PVII) Timber construction (T'G} in the folio :ng iocation(s){check applicable fine): Floor framing, including girders and beams (F) Roof framing (R) -Floor and roof framing (FR) Signature: Name (person submitting this form): 0�"� Capacity(c ck applicable line): Owner .Owner representative C TrussResReg15.docx Effective 111/2015 .. FJi, I+ � *k4 Y F L' w, r ,hJ _ t .M fY i r I `- i M N 1 r i b�L s i vr� . Now APW- ' { r 1 t AN � � '� / '` 4h' ,i. ®��1T"1�ti� ''-.rC+ "'fid i'��baa"v�q•4l• dsW yg 4 � �A ti K � • a ra v i y r �'� d � sa ..sok.• ° r � :'{ � AF I 11 1` _ pT `- 4r s ti Y ,A v y �. ,r'. •s .._ may,�'4 �r� +�.- T •htoLllnosIt � a . pm tel. 117,n ,G iumnTN G SEPT. ADA 1- y _ r • w .. i x' k�1 r 610-IL61I N`PloganoS 6LT I x 9'O'd *' S6-99L(I£9)xleJ I PRog uie N SLtitg j9L(I£9)auogdolo xauud II H L"A01 { Q 0 Q , O W�o 4 INC �y W� 840 90,0• /�•`1 A O- COQ•�Nv I�Ck fPu�W �Y T 4. OO 0 ' 40•. v 3Y 10 f 'm ``;y�,�o• odt 6,y, �yF,.�1`'�- ° le r 8 Q a h�~o�o oc�rx .S '✓ 0. �'c y 46661 tz.z TAESST-HOLE N VNR�C F F 7 a ^' ���47 ��°4 S*r /C•• �0 Z3�O am,�\OG�'{S a O # r „• '0 b' JJe �Ei slLr 2 � �e�� w4 Oxce c CE - ` '�54 ft. 3 I P' ET NCE DWELLING Z I 'w ,o ELL O IJ WQl C; o ,,T N� f^ I I ROW OF EES 4 re.a FOUND BLE N LINK FENCE 82,86' yd M •0.21W. S 86'57'00" C7L L7 WALL '� •• .• EDGE OF PAVEMENT 4- A a CEN ER STREET DWELLING ELL DWELLING DWELLING DWELLING WELL OVER 150' NOTES;SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. JS'HIGH POLE(MAIC.) STEEL OR WOOD P0O5STT TIla'MIN. FLOW HAY BALES Z"X, °KEEP°SMZr0 Srr'E° FLOW ---] (T1V I SulS FENCAND/OR NCOMPACTED a BACKFILL Q 0 L.._____-_y_________ a N 1'X B'TRENCH I R W/COMPACTED LIACKFILL BALES TO BE SET IN 4' TRENCH T IYNR !'H DET,)n. ELEVATION HAY 811E5 NND/OR (NOT TO SCALE) HAYBALE BARRIER ® INLr SILT FENCING (NOT TO SCALE) PLAN VIEW STEEL 09 WOOD EXTRA STRENGTH FILTER FABRIC POST(TYP.) ROAD RE0'D.WITHOUT WIRE MESH SUPPORT HAY BUTS AND/OR 10'MAX.O.C.SPACING SILT FENCING W/WIRE SUPPORT FENCE 0'0'MAX.O.C.SPACING ACTED W/O WIRE SUPPORT FENCE OR N.YS.DA.T.A ABOVE E RCA ' GRADE 18*MIN ALLOW FOR DRAINAGED ••N•''• — • f CROSS SECTION �•r+ ._ ;.,`, FIAT TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) ' �•, .,, •ATTACH FILTER PAARIC SECURELY TO UPSTREAM SIDE OF POST � 91LT FENDS DETAIL-S ror 7D� I Q " EROSION &SEDI T CONTROLS Shall include but not be -'ted to: Awell maintained Constructio trance, 05t O Wire Backed Silt Fencing, stabizatio t� W e;A6afIC.A�d Q Seeding of exposed and/or i active sails. " E-i �. DRAINAGE INSPECTIONS RE REQUIRED Contact 70S Engineerin at 765-1560 before `.l• P�� Backfill,OR Provide E ineer's Certification 840 that the drainage ha been installed to Code. 90, �Amse P . �V 0. 00 40'' F1 W KA /I .• g �ii� '1,1'��'N, S G •. C k� 04 bat Z AP oved y.- Cc, ry�se�y-7p �7�:A Yip, � .``�:��0; 11 �/cg�L� V ..:�•;:.�'l` � X7+'r i `1"G3� �l`Il�� �F �T3 ��'�• �•.Jy4/ �o.;•'�� F • 'r`..� +\ h / ' WSW �� � ii ^iz ,• .;/� �p N..' '+ , > v F TEST HOLE . 2ry e i 5 e C .omFkWq� CE CE `� . 3 PICKET 'NCE - - _ _ ___..SCE --- -- - - -- DWELLING -_ - - Z I _ Ds'w. So ELL r I a�0I� >, N o I$ Imo` ry0o W m u1 o .p ROW OF E6 +s.s N LINK FENCE 82.86' STONE FOUND• 0.1'W a S 86'57'00" �y EDGE OF PAVENaN •d " �• a,A CEN ER STREET DWELLING ELDWELLING DWELLING DWELLING WELL OVER 150' NOTES,SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO -� MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED ` SEDIMENT SWILL DE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 36'NIGH POLE(MAX.) STEEL OR WOOD POST ' FLOW HAY BALES W WIN,O OSEDIYENT DE .FLOW A . COMPACTED ` ��ND/OR BACKFILL Q t Y 4'K TRENCH W I R W/COMPACTED KBALES TO BE SET IN 4'TRENCH I - ' (NOT TO SCALE) SAYRALE RARRM ® . LAY BALM AND/OR SILT FENCING (NOT TO SCALE) PLAN VIEW STEEL OR WOOD _ EXTRA STRENGTH FILTER FABRI POST(TYP') ROAD REWD.WITHOUT WORE MESH SUPPORT HI LES AND/OR " 10'MAX.O.C.SPACING - - SILT LINO CpN F��1pANOE BASE W/WIRE SUPPORT FEMCE CdID.C.SPACING PPAACI D 7R/P 5FO11E BIEND OF W/O WORE SUPPORT FENCE ' OR NYS.DAS.APPROVLO R.CA PLL TO 1B'MIN.ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE ,.,:r.n.•;. L}t„ * CROSS SECTION .'• Ll"' ;•. ��, TFMPORARY CONSTRCICTION ENTRANCE t +•'+•• (NOT-TO SCALE) ' '`' y t ��,,, ATTACH FILTER SECURELY TO UPSTREAM SIDE IOE o OF POST y� SILT awa DETAILS Q SURVEY OF PROPERTY SITUATE O TEST HOLE DATA MATTITUCK (TEST HOLE DUG BY MaIMAL D GEOSCIENC ON NOVEMBER 22, 2016) TOWN O F S O U T H O L D DARKS PRO"SANDY LOAM OL SUFFOLK COUNTY, NEW YORK BROWN SILTY SAND SM S.C. TAX No. 1000-123-02-13.1 3' SCALE 1"=40' 0 '��wF�c/ AUGUST 28, 2016 o NC PALE BROWN FINE SAND SP FEBRUARY 1, 2017 ADD PROPOSED ADDITIONS �4 EL 3.o' 17Y AREA = 20,171 sq. ft. HIGHEST EXPECTED GROUNDWATER 0.463 CIC. U.S.G.S.WELL No.405915072320001 S 570,1 t'�S f[IINC 1140 , Wq EL o.s' ii3' CERTIFIED TO: 90. G4 ' cROUNDwAER DANIEL McALLISTER O T�TSUSAN McALLISTER °HND °4 w47DW L �wf14/NG STEWART TITLE INSURANCE COMPANY S�63? fir• j� "�L' STATEWIDE ABSTRACT CORPORATION D' i / 40�• F)' . r Owf���Nc HOUSE PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) F.FL.20"4, Ids FINISHED GRADE PRECAST REINFORCED CONCRETE COVER PRECAST REINFORCED CONCRETE COVER IOICFINISH GRADE BURIED 1' DEEP min. 2' DEEP max. ELEV, 78.5, BURIED 1' DEEP min. 2' DEEP max. 2CASTIRONCIWATERTIGHT k INSECT PROOF ELEV. >' m"'L•1. i ! /. �� / F MIN.4'die.I20"min APPROVED PIPE MIN.4'dia. 3 0"min. TOP EL. 16.8' LFANOUT PITCHED 1 4" 1'TOP ELEV.1j,5' APPROVED PIPE � 7�yq x .:::,.4:: °•qYC g /,Pr:.:!'r.. :;i� g '1• ro o y PITCHED 1/8-/J' 8 ,I . G"'�" f /,/' • .a 7 O�Hf� INV. EL O _ J' CLEAN 4"dia. SAND � ::: �2'.�7/e' / 11 /l��T�/�' .. .�� p 16.9 HOUSE TRAP INVERT .m '' m INVERT a PPESSOVER • COLLAR �i �,.; Y ELEV. 16.5• ELEV. 16.0' rn.. G 3 FLOW I•. BAFFLE � o D p GU Aa BOTTOM 3 ELEV.8 OM HIGHEST EXPECTED GROUNDWATER SEPTIC TANK (1) ELEV. ,01 GROUNDWATER f ELEV.4.5' � i z i � fib' kj'"�'/o' 1.MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. - �./y �0 f f1I7:7 'y/�A-:�Xly� 1 TANK; 6' LONG,4'-3'WIDE, 6'-7"DEEP �(: .� 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 28 DAYS. LEACHING POOLS (Z� Qrrp 4/ CA/yv }� 3.WALL THICKNESS SHALL BE A MINIMUM OF J",A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4'. HVH /� 4 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pat. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA TEST HOLE kACf /'�/ p a,� 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2 POOLS; 4' DEEP,8' dia. 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF 31/4") 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) ,A2y"4774 O-tiF ,'�' ni/ �a r ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. (9f SH J SK, `id B.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). +1UJ T " QzkCf 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. h 8,1, • OGj '� 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 7 �� 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. O 4� s;8 4�v ry �9� S1 -LZ9` ��i d `p, ArY s.* z a' •'•' ��� I 4 NOTES: 2 iP q 1� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 4'$, EXISTING ELEVATIONS ARE SHOWN THUS:1 88 STORMWATER MANAGEMENT NOTES- 'Z7, ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION (� 51ST FENCE ' 2. MINIMUM SEPTIC TANK CAPACITY FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DISTURB Rq,Np �O 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1 GSEARIN6 15 w 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2. PRIANDO R T O THENCOMMENCEM NT OFD DISTURBANCE OANY WN OCONSTRUCTION N THE VACTIVED LIIT ES, ft. 3 2 POOLS; 6' DEEP, 8' dia. A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EE I CE ` U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING DWELLING PICKET NCE AND GROUND DISTURBANCE SHOWN ON THE APPROVED PNS. I " THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS Z 0.6' PROPOSED 50Y. FUTURE EXPANSION POOL U OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 8� IJCE "OO ELL O DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS �o � I �� PROPOSED B' RIA. X 6' DEEP LEACHING POOL ISI � ® W o O TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE PROPOSED 1,000 GALLON SEPTIC TANK IV 4 I m� I ry SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, N O ' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL z I I ^ o* OBSERVATIONS AND/OR DATA OBT.AINI'D FROM OTHERS BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT O I I 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES � REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS *'+ o NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED t^m I I Row OF Es Tes AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES N uNK FENCE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED FOUND AReLE p C 82 86' WALL UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. M •0.2'W. S 86�57'OO" STONE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. o r2.T TYPICAL STORMWATER UNIT 5, SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. EDGE OF PAVEMENT a . a '•. - : A ��. (TOPS TO BE TRAFFIC BEARING) 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. (NOT TO SCALE) • 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. .~ • CAST IRON INLET FRAME&COVER(FLOCKHART#63518 TYPE 6840) 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS FINISHED GRADE OR 6'THICK REINFORCED CONC.COVER OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF CEN E R STREET TRAFFIC BEARING SLAB (mo) 9 FAROMABEIN O ISSOILCHAR GEST RBANCE RESULTING FROM OFF-SITE. PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW PIPE FROM ROOF GUTTERS IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF s'-0• FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO W DWELLING CRUSHED 3d4'- 1-1/2'STONE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ALL AROUN PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ELL DWELLING AND GROWTH. DWELLING LEACHING RINGS 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85Y AREA x, REINFORCED PRECAST CONI. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER DWELLING "DOD PSI a 28 DAYS WELL OVER 150' 3'-D' THAN 1 SQUARE FOOT IN SIZE. �^I^ 4. min. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR WELLSITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR q E CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. GROUND WATER ADDITION DRAINAGE SYSTEM A ATION EXISTING HOUSE h ADDITION ROOF AREA: 1,370 sq. ft, 1,370 sq. ft. X 0.17 = 233 cu. ft. 233 cu. ft. / 42.2 = 5.5 vertical fi, of B' dia. leaching pool required tiaffi1 SILT FENCE SHALL BE PLACED PARALLEL SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR PROVIDE (1) S' dia. X 6' high STORM DRAIN POOLR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED PROPOSED (1) B' DIA. X 6' DEEP DRYWELL FOR ROOF RUN-OFF SHOWN THUS: 1 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 1 �✓) OFF-SITE TRANSPORT. 4 PROPOSED DRIVEWAY AREA: 800 eq. ft. 800 sq. ft. X 0.17 = 136 cu. it. STEEL OR WOOD POSTT 36'NIGH POLE(MAX,) 136 cu. ft. 42.2 = 3.2 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' die. X 4' high STORM DRAIN POOL C 5O'MIN. FLOW HAY BALES (TX2" STAKES PROPOSED (1) 8' DIA. X ' DEEP DRYWELL WITH OPEN CRATE FOR DRIVEWAY RUN-OFF SHOWN THUS: OO. '') OR TO BE SUFFION S TO KEEP SEDIMENT ON SITE FLOW (TWO EACH BALE) HAY BADS AND/OR SILT FENCING COMPACTED GRADE St BACKFILL DRAINAGE i INLET \ 1 ' n PREPARED IN ACCORDANCE WITH THE MINIMUM O 4'X 6"TRENCH STANDARDS FOR TIRE SURVEYS AS ESTABLISHED of 1 1 IZ / W/COMPACTED IV IV BALES TO R SET BY THE L.I.ALS.AND APPROVED AND ADOPTED IN 4" TRENCH FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION.• _ A - A r c x Dar n. ION IS NECESSARY FOR ` (NOT TO SCALE) XAYBALE BARRIER O INLETS TO BE USED WHERE TOPSOIL DISTURBED AREAS. NOTES: Sar FENCING IWY EOR ISC'TABILZATION MEASURES INCLUDE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS NCING (NOT TO SCALE) TEMPORARY STOCKPILEVEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND SHALL BE DRY AND STABLE. ' PLAN VIEW PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. _ STABILIZATION MEASURE(S) SELECTED SHOULD BE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, PILE SHALL BE SURROUNDED WITH EITHER SILT �•-� AND REQUIRED PERIOD OF USE. FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. STEEL WOOD 2 STABILIZE ENTIRE PILE W W 4• W SLOPE OR LESS WITH VEGETATION OR COVER ROAD REO'D.XTRAWITHOUT WIRESTRENGTHMESH SUPPORT POST(TYP.)) W W W W W W W CIS7EN10'MAX.O.0SPACINGLFNCINC / W/WIRE SUPORT FENCE W N.Y.S. Lic. No. 50467CONSTRUCTION QMNCE BASE OF COMPACTED 3/4 STONE BLEND 6'MAX.O.C.SPACING UNAUTHORIZED AL-fERATION OR ADDITION OR N.Y.S.O.O.T.APPROVER FICA W/0 WIRE SUPPORT FENCE ,i.' - W N W W W W W W W W TO THIS SURVEY IS A VIOLATION OF / FILL E A MIN.ABOVE EXISTING "' • 4• W W W W W W SECTION 7209 OF THE NEW YORK STATE GRADE ro ALLOW FOR DRNNACE ,:� �.•':.._ CROSS SECTION '�`"-*; �' - ,o y W ,F EDUCATION LAW Nathan `Taft, Corwin I" .. :...,. TEMPORARY CON TR/ TION NT AN _• .' ��' �� W COPIES OF THIS SURVEY MAP NOT BEARING NKL OR (NOT TO SCALE) <: :.` - .:,.s::: EMBOTHE SSED ED SEALSHALL INOTDBEFCONSDERED Land Surveyor ATTACH FILTER FABRIC SECURELY STRAW BALES OR SILT FENCE TO BE A VALID TRUE COPY. ' TO UPSTREAM SIDE OF POST +� CERTIFICATIONS INDICATED HEREON SHALL RUN > SOIL STOCKPILE ONLY TO THE PERSON FOR WHOM THE SURVEY SILT FENCE DETAT_ (NOT TO SCALE) IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isoksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON,AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. J9 - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jannesport, New York 11947 k•;- TRU8S PLAOARDINO REQUIR D Dr,TlCpl F4 -� ly 60 s„✓ �- t 07 765-1EC2 ? - TABLE 3.2B BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING LATERAL & TABLE 3.4A RAFTER &/OR CEILING JOIST TO TOP PLATE LATERAL & SHEAR TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION TABLE 3.11 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS , SHEAR LOADS FROM WIND- EXPOSURE B CONNECTION REQUIREMENTS REQUIREMENTS FOR 30 psf. GROUND SNOW LOAD FOR WIND LOADS 1. FOU�.JAT O!,! (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) FOR WO`I'`=') F I, , ROOF SPAN FT. 36 36 2. ROUGH, - ,-,-�=',p,.;i,'V�:, THREE SECOND GUST WIND SPEED (MPH.) 130 5/8- ANCHOR 700 year-THREE SECOND GUST WIND SPEED MPH. 130 REQUIRED NUMBER OF 3. I;'1SULATION ROOF SLOPE RAFTER SPACING (IN.) 16d COMMON NAILS PER HEEL JOINT CONNECTION STRUCTURAL SHEATHING 4. FINAL - CON'TI" ICI"IO^d SOUTHAMPTON IS IN 130 MPH FOR BASIC WIND DESIGN PER FIGURE IRC 301.2 4 BOLTS HEEL JOINT LBS. O � �.-, RAFTER CEILING NUMBER OF 8d COMMON NAILS BE CO>" F13P 700 year-THREE SECOND GUST WIND SPEED RAFTER/CEILING HEIGHT (FT.) E F ti;r-Lc!C F4 : UILDING DEPARTMENT NOTES PROVIDE DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS ZONING INFORMATION CLIMATE AND GEOGRPHIC DESIGN CRITERIA B (REFER TO TABLE R301,2(1) OF THE 2015 INTERNATIONAL RESIDENTIAL CODE) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING: ALL JOISTS TO BE BRIDGED AT 6'-0" O.C. 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE WIND DESIGN SUBJECT TO DAMAGE AIR 2016 UNIFORM CODE SUPPLEMENT NYSDOS ALL BEARING WALLS TO HAVE SOLID BLOCKING AT 4'-0" O.C. VERTICAL SQUARE FOOTAGES GROUND SPECIAL "SND FROM WINTER ICE SHIELD FREEZING MEAN SNOW SPEED TOPO. WIND BORNE SEISMIC DESIGN NDERLAYMEN FLOOD INDEX(R403.3(1) ANNUAL 2015 INTERNATIONAL MECHANICAL CODE PROPOSED SQUARE FEET = 972 FIRST FLOOR LOAD (MPH) EFFECTS REGION DEBRIS CATEGORYWEATHERING FR DEPTH TERMITE TEMP REQUIRED HAZARD TEMP 2015 INTERNATIONAL PLUMBING CODE551 SECOND FLOOR MO TO 2015 INTERNATIONAL FUEL GAS CODE PROVIDE COLLAR TIES AT ALL GABLE ROOFS, 2x6 @ 48" O.C. (2'-0" MINIMUM 20 psf 1010vasd YES NO 1 B SEVERE 3'—Cr HEAVY 15 ' YES COASTAL 510 50.8 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE FROM BOTTOM OF RIDGE} TOTAL SQUARE FOOTAGE OF RESIDENCE=1523 S.F. 2015 INTERNATIONAL EXISTING BUILDING CODE REAR DECK SQUARE FEET = 238 S.F. 2015 INTERNATIONAL BUILDING BODE ALL WINDOWS TO BE RATED FOR HURRICANE AND WIND BORNE DEBRIS SOUTHOLD TOWN BUILDING AND ZONING CODES PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS PER NEW CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION YORK STATE CODE. ONE ON EACH LEVEL AND ONE IN EVERY BEDROOM. - SMOKE DETECTORS TO BE TIED TOGETHER. " NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE WITH STATE AND LOCAL THE FOLLOWING IS A LIST OF ITEMS TO BE SELECTED, SPECIFIED AND/OR BUILDING CODES COORDINATED WITH THE OWNER. CONTRACTOR TO PROVIDE SAMPLES, COLOR " CHARTS, CUT SHEETS AND ANY INFORMATION REQUIRED FOR EACH ITEM, TO " CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD FACILITATE SELECTION AND COORDINATION WITH THE OWNER. VINYL SIDING/SOFFITS AND ALL ACCESSORIES IF APPLICABLE, ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi ROOF SHINGLES TYPICAL PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED AT 28 DAYS EXTERIOR PAINT CONSTRUCTION DETAIL @ ALL GLAZED OPENINGS EXTERIOR DOORS • PLYWOOD TO BE CDX GRADE AND&THICK IF APPLICABLE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTERBED SOIL HAVING A INTERIOR PAINT 0 FASTEN w/22"SCREWS @a°o.c. MINIMUM BEARING CAPACITY OF TWO (2) TONS PSF INTERIOR DOORS INTERIOR TRIM ALL FRAMING LUMBER TO BE DOUGLAS FIR #2, HAVING THE FOLLOWING VALUES: fb=950 FLOOR FINISHES (CARPET, WOOD OR CERAMIC TILE) (INCLUDING STAIR) psi AND E=1.5 _ ACCESS LADDER TO ATTIC MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CLOSET ACCESSORIES (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE 2015 (REFER TO TABLE R301.7 OF THE INTERNATIONAL RESIDENTIAL 2015 ALLOWAB ALL POSTS SUPPORTING HEADERS AND GIRDERS TO BE 3Y" x 3Y" (UNLESS OTHERWISE BATHROOM FIXTURES AND CABINETS USE LIVE LOAD STRUCTURAL MEMBERDEFLECTION NOTED). POSTS TO BE SOLID BLOCKED TO BEARING BELOW. BATHROOM VENTS UNINHABITABLE ATTICS WITHOUT STORAGE (b) 10 psf RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED L/180 LIGHTING FIXTURES AND LOCATIONS (INTERIOR AND EXTERIOR) UNINHABITABLE ATTICS WITH LIMITED STORAGE (b,g) 20 psf CEILING NOT ATTACHED TO RAFTERS ALL BUILT--UP MEMBERS (BEAMS AND GIRDERS) TO BE SPIKED AT 12" O.C. NO FACE OUTLETS/SWITCHS AND LOCATIONS (INTERIOR AND EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf INTERIOR WALLS AND PARTITIONS H/180 BASEBOARD HEATING AND CONTROLS FLOORS L/360 SPLITS ON GIRDERS BALCONIES (EXTERIOR) AND DECKS (e) 40 psf CEILINGS WITH BRITTLE FINISHES( INCLUDING PLASTER AND L/360 FIRE ESCAPES 40 psf STUCCO) ALL HEADERS TO BE THE FOLLOWING (UNLESS OTHERWISE NOTED) GUARDRAILS AND HAND RAILS (d) 200 (h) psf ALL OTHERS STRUCTURAL MEMBERS L/240 2x6 WALLS — (3)2x10 W/ 1/2" PLYWOOD GUARDRAILS IN—FILL COMPONENTS (f) 50 (h) psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 PASSENGER VEHICLE GARAGES (a) 50 (o) psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ROOMS OTHER THAN SLEEPING ROOMS 40 psf EXTERIOR WALLS — WIND LOADS WITH BRITTLE FINISHES L/240 SLEEPING ROOMS 30 psf EXTERIOR WALLS — WIND LOADS WITH FLEXIBLE FINISHES L/120 STAIRS 40 (c) psf LINTELS SUPPORTING MASONRY VENEER WALLS L/600 INSULATION AND CAULKING ELECTRICAL GENERAL 1 . ALL ELECTRICAL WORK SHALL CONFORM TO STATE AND NATIONAL 1 . ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, AND 8• ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE . MANNER IN 1 . ALL INSULATION SHALL BE CUT TO FIT SNUGLY BUT WITHOUT CODE.., MEET ALL INSPECTIONS AS REQUIRED, AND BE LOCAL CODES AND AUTHORITIES HAVING JURISDICTION, ACCORDANCE WITH ACCEPTABLE AND RECOMMENDED PRACTICE COMPACTION BETWEEN ALL EXTERIOR FRAMING MEMBERS AS PERFORMED BY A LICENSED ELECTRICIAN. INCLUDING THE N.Y.S.ENERGY CODES. OF THE TRADE. INDICATED ON DRAWINGS AND SHALL BE TACKED SECURELY IN 2. ON SITE VERIFICATION OF DIMENSIONS AND CONDITIONS SHALL 9. THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED PLACE, IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE 2. FIRE UNDERWRITERS CERTIFICATE SHALL BE FURNISHED UPONMANUFACTURER. ALL TEARS AND PENETRATIONS TO THE VAPOR BE MADE BY THE CONTRACTOR BEFORE ORDERING MATERIALS OR AREAS TO REMAIN FROM BOTH CONSTRUCTION DAMAGE AND/OR BARRIER SHALL BE CAREFULLY PATCHED AND SEALED PRIOR TO COMPLETION OF WORK. COMMENCING THE WORK, WEATHER PENETRATION. INSTALLATION OF FINISHHED SURFACES. 3. ALL NEW CONVENIENCE OUTLETS ARE TO BE 12" ABOVE FINISHED 3. THE CONTRACTOR' SHALL CAREFULLY STUDY THESE PLANS AND 2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES WHERE INDICATED BY OWNER. COMPARE THEM WITH FIELD CONDITIONS AND OTHER CONTRACT CONTINUITY OF INSULATION AT PLATE LINES, SILL AND CORNERS. 4, ALL NEW CONVENIENCE OUTLETS AND SWITCHES TO BE LEVITAN DOCUMENTS. ANY ERRORS, OMISSIONS OR DISCREPANCIESDECORA WHITE UNLESS OTHERWISE NOTED. DISCOVERED 1N THE PLANS AND/OR JOB CONDITIONS SHALL BE 3. VAPOR BARRIER SHALL BE LOCATED ON THE WINTER WARM SIDE OF BROUGHT TO THE ARCHITECT'S OR OWNERS ATTENTION AT ONCE. CARPENTRY AND FRAMING THE INSULATION. 5. PROVIDE 6" DIAMETER HIGHHATS WITH WHITE TRIM RING AND IF WORK IS IN PROGRESS AT THE TIME OF SUCH DISCOVERY, 4. ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES MATT BLACK BAFFLE AS SHOWN. WORK SHALL CEASE AND SHALL NOT RESUME UNTIL THE SHALL BE INSTALLED WITH AN AIR SPACE CLEARANCE OF 3 INCH SITUATION IN QUESTION HAS BEEN FULLY RESOLVED TO THE 1. ALL STRUCTURAL LUMBER. SHALL BE DOUGLAS FIR fb 950 P.S.I. MINIMUM, OR AS PER THE ALLOWANCES AS SPECIFIED BY THE 6. ALL LIGHTING FIXTURES SHALL BE SUPPLIED BY OWNER. GRADE STAMPED UNLESS. OTHERWISE NOTED. ALL BEAMS AND INSTALLED BY CONTRACTOR. SATISIFACTION OF THE ARCHITECT. GIRDERS SHALL HAVE A MINIMUM 4" BEARING. LIGHTING FIXTURE MANUFACTURER BASED UPON U.L.RATINGS AND APPROVALS, WHIC EVER IS STRICTER. 4. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM 2• JOISTS AND RAFTERS SHALL BE SET WITH CROWNING EDGE UP PLUMBING SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT. AND SHALL BE BRIDGED AT INTERVALS NOT EXCEEDING EIGHT (8) 5. CAULK EXTERIOR JOINTS , WINDOWS AND DOOR FRAMES - AND ALL OTHER OPENINGS AT PENETRATIONS OF UTILITY FEET WITH ONE (1) ROW OF BRIDGING. FURNISH AND INSTALL SERVICES, ETC., SHALL BE CAULKED, GASKETED, WEATHER— 1 . PLUMBING WORK SHALL COMPLY WITH REQUIREMENTS OF ALL 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS AND NOTES TAKE AS PER DRAWINGS STRIPPED, ALL OTHERWISE SEALED. APPLICABLE STATE AND LOCAL BUILDING CODES. PRECEDENCE. 3. CONTRACTOR SHALL CONFIRM ALL WINDOW AND DOOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR SPECIFICATIONS AND ROUGH OPENINGS WITH MANUFACTURER 2. REVIEW HVAC HEAT LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. ACTS AND OMISSIONS OF ALL HIS EMPLOYEES, SUBCON— BEFORE FRAMING. TRACTORS, THEIR AGENTS AND EMPLOYEES, AND OTHERS PERFORMING PORTIONS OF THE WORK UNDER CONTRACT TO THE 4. NEW ROOF SHINGLES TO MATCH EXISTING ROOF FOR TYPE AND CG:LOR 3. NO HEATING LOOPS TO BE INSTALLED IN EXISTING DECK CONTRACTOR. WHERE SHOWN. NEW SHINGLES TO BE CEDAR STRUCTURE. TYPE UNLESS OTHERWISE NOTED. OWNER TO APPROVE SAMPLES 4. ALL NEW PLUMBING FIXTURES ARE TO BE OWNER APPROVED 7. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE 5• NEW GUTTERS AND LEADERS TO MATCH EXISTING FOR TYPE AND COLOR AND FURNISHED AND INSTALLED BY THIS CONTRACTOIR SITE WITH MATERIALS OF EQUIPMENT AND SHALL ROUTINELY WHERE SHOWN. NEW GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM AS SHOWN ON DRAWINGS. KEEP THE PREMISES AND SURRROUNDING AREA FREE FROM TYPE UNLESS OTHERWISE NOTED. OWNER TO APPROVE COLOR ACCUMULATION OF WASTE MATERIALS OR RUBBISH, AT THE END CONSTRUCTION NOTES OF EACH DAYS WORK HE SHALL LEAVE THE SITE IN AS ORDERLY 6• NEW SOFFITS TO HAVE CONTINUOUS SCREENED SOFFIT VENTS A CONDITION AS POSSIBLE, UNLESS OTHERWISE NOTED. McALLISTER RESIDENCE BUNGALOW LA., MATTITUCK , NY SER D4 �5 �o N cy� ADDITION /ALTERATION i ,t POINTS EAST SCALE: " = 1'-0" REAL PROPERTY SERVICES DRAWIN BY: DLR NOTES P.O,BOX 794-33 MONTAUK HYw.QUOGUE,NY DEC. 27, 2016 631.653-0300 -ptseast@aol.com PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS NY •1 WALL STUD WALL STUD WALL STUD BOTTOM BOTTOM PLATE -- 2 X 4 CONTINIOUS PLO JOIST FLOOR JOIST STEEL STRAP LAPPED LATERAL BRACING UNDER SILL PLATE, 6" O.C. 3/4" 3/4" PLYWOOD HETA40 BY SST. PLYWOOD SUBFLOOR FASTEN WITH 8-10DX1 NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS 1/2" NAILS. �-'-ANCHOR BOLT ANCHOR BOLT (REQUIRED FOR ALL NEW CONSTRUCTION AN / '1�SILI. PLATE 10-8d NAILS NEW EDITIONS) '--SILL PLATE SILL PLATE ANCHOR BOLT H7 MANUAL) STEEL STRAP STEEL STRAP LAPPED T H7 EMEDDED INTO UNDER SILL PLATE, NOTATION CONCRETE, HETA40 HETA40 BY SST. ROUGH A B C D E F BY SST. FASTEN FASTEN WITH 8-10DX1 H7 OPENING WITH 8-10DX1 1/2" 1/2" NAILS. GABLE END 2'-0" 2 (1) 2x4 1 1 1 1 NAILS. 5d COOLERS NAILS 4'-0" 4 (1) 2x4 2 2 2 2 ® 10" O.C. RAFTER 6'-0" 6 (2) 2x4 OR (1) 2x USE MODEE 3 3 3 3 2 X 4 BLOCK NAILED STUD L H7 BY 8'-0" 8 (2) 2x4 OR (1) 2x8 3 3 3 3 TO EACH BRACE W/ 4-88 NAILS TO RAF 10'-0" 10 (2) 2x6 4 4 4 4 4-10d NAILS 4-8d 8-8d NAILS TO STUDS 1/2" GYPSUM BOARD 2-8d NAILS TO PLATES 12'-0" 12 (2) 2x6 1 5 1 5 5 5 3.2.2.3 WALL ASSEMBLY TO FOUNDATION 20 GAGE 5d COOLERS NAILS STRAP ALL STRAPPING AT 16" N,QTATIONS FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN 0 7" O.C. O.C. ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.2 OR TABLE 3.313 (SEE DETAILS 3.1A—E). WHEN 10-8d NAILS (A) NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS TABLE 3.3B IS USED, A MINIMUM OF 1-1/4"x2Q GAGE STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE WITH TABLE 3.3B. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE ENDWALL STUDS (B) NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS FOUNDATIONS AND SLABS ON GRADE, 15" IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B (SEE DETAIL 3.3A—C). WHEN THE STEEL STRAP IS (C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER LAPPED UNDER THE BOTTOM PLATE, 3" SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR BOLT SPACING SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.2B. STEEL STRAPS (D) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT KING STUD TO END OF EMBEDDED IN OR IN CONTACT WITH SLAB ON GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT HEADER AT EACH SIDE DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GALVANIZED STEEL COATED WITH A MINIMUM OF 1.8 oz. OF ZINC PER SQUARE FOOT OF STEEL. BRACING AT GABLE E N D WALL RAFTER TO TOP PLAT E HEADERS)ER OF JACK STUDS AT EACH END OF HEADER (ASSUME DOUBLE 2 SILL TO FOUNDATION DETAILS (F) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT JACK STUD TO END OF ATTIC ANCHOR BOLTS AND WASHERS AS REQUIRED—EMBEDD 7" IN POURED RIDGE—PLATFORM FRAMING ONLY CONCRETE AND 15" IN CMU ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED—SEE `�- CHART ON ST-2 ACQ TREATED SILL PLATE LTP4 SECOND FLOOR q FOU TION WALL SCUD TO STUD A 3By S8d NAILS @1UE MODEL CS'D BY "SIM -SOACH END OAF STRAP BLOCKING 2 B BAND JOIST TQ TOP PLATE USE MODEL LM BY "SIMP'sC1i " E B BACK ® 4'-0" O.C. ALL STRAPPING AT 16" O.C. FIRST FLOOR ANCHORING TO FOUNDATION STUD TO STUD BLOCKING 2 BAYS b BACK @ 4'-0" O.C. BLOCKING AT END WALL ,/2" SPACING - 5 SIMPSON" HDQ8 CORNER STUD ,OR PHD6 2-16d COMMON NAILS 7/8" DIA. THREADED ROD / FLENGTHO AT 6" OF FOR FULL CS20 EMBEDDED 12-1/2- INTO CONCRETE W/ "SIMPSON" 0 0 ET (HIGH STRENGTH E Y STRAPPING AT HEADERS ADHESIVE) CS20 4 ° o LTP4 PROVIDE SOL STUD TO BAND J0I CS20 COIL STRAP AT BLOCKING AT USE MODEL CS20 BY "SIM EVERY ROOF RAFTER ENDWALL 3-10d NAILS @ EACH END OF STRAP LTP4 ROOF RAFTER BAND JOIST TO CCA SILL PLATE (SEE ROOF PLAN) USE MODEL LTP4 BY "SIMPIS ALL STRAPPING AT 16" O.C. SECURE COLLOR TIIE TO R.R. WITH 1/2" THU—BOLTS WITH NUT AND WOSHERS (2 MIN. EACH JOIST) O RIDGE SEE 0. FRAMING PLANS RIDGE SEE COIL STRAPS MAY BE FRAMING PLANS USED OVER SHEATHING. SIMPSON SKEWABLE 'U' p_ BAN D J O IST TO S I LL PLATE HANGER LSSU 2 HANGER SIZE TO MATCH DEPTH OF LUMBER CORNER HOLD—DOWN TOPPLATES TO STUD USE MODEL 5 (FOR 2 X 6 STUD WALL) BYY "SIMPSON" COIL STRAP & COLLAR TIES 6-10d NAILS TO STUDS 10 USE MODEL 5P4 (FOR 2 X 4 SP6 CONSTRUCTION NOTES STUD WALL) BY "SIMPSON" HIP RAFTER DETAILS 6-10d NAILS TO STUDS M cA L L I S T E R RESIDENCE BUNGALOW LA., MATTITUCK , NY �( RED qR TOP PLATE TO STUD �� � °""°�-c�'� ADDITION (ALTERATION 8 Q� �� "� a z0-f POINTS EAST SCALIE: 4' = 1'-0" { I� REAL PROPERTY SERVICES DRAWN BY: DLR NOTES .� P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DEC. ;27, 2016 631.653-0300 -ptseast@aol.com PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS NY I I J t , • r 12 3030 V.S.L 3 �8 p N31 •' G536 35 YEAR ARCH TYPE ASPHALT ROOFING r WHITE PVC 8l� — FASCIA AND 12 FREEZE 4.5 TYPICAL LEADER/GUTTER SYSTEM TO DRYWELL VINYL SOFFIT VN31 Llj VENTED11 A41 A41EEI I EXISTING 6068 4"VINYL CORNERS PATIO WOOD TONE DBL.4' WDH WDH WDH DOOR O VINYL SIDING 3046 3046 3046 ECK DECK DECK G RAD E EXISTING I EXISTING CRAWL.— . 131 I ( I FOUNDA AREA EXISTING — — BILCO I —''-s" '-s EXISTING 2 — — — FOUNDATION 3$'4" -- --- - - - ---- --- --- • WEST ELEVATION SOUTH ELEVATION 12 4030 V.S.L. I I I I I I 1 1 3030 V.S.L. 1 1 3030 V.S.L. WDH 0 TI N L IN 3046 12 RoOl 7 B EF 12 Q s 4.51 El E:d G L42 G536 WDH WDH WDH 3Q46 3046 3046 WDH1 ,, WDH 3046III3046I F1 CRAWL 4' " _ 0 _ d' AREA EXIS ING FOUNDATION _ _ _ _ — _ EXISTING „ 10' I I FOUNDATION 7-8 ` V=s" EXISTING I I I FOUNDATION EXISTING FOUNDATION BEYOND FOUNDATION 24'-4" EAST ELEVATION NORTH ELEVATION ELEVATIONS MCALLISTER RESIDENCE ED ARC BUNGALOW LA., MATTITUCK , NY JOHN CtO ti ADDITION / ALTERATION * POINTS EASTlit — SCALE: 4 — 1 0 REAL PROPERTY SERVICES DRAWN BY: DLR 1 02 4 y(' P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DEC. 27, 20116 N 631.653-0300 ptseast@aol.com PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY CONTINOUOS 1.75X 11'-6"LVL RIDGE L LAY-OVER AY-OVER ROOF OOF 2-2" ALLOW 1"AIR SPAC ALLOW 1"AIR SPACE vWiT. — — — — _ — — — — _ '_ — — — — 2 x 6 C.T. ALLOW "AIR SPACE w 2 X 8 R.R.TO BE CONTINUOUS C (LING — ' v ALLOW 1"AIR SPACE 30303 - : BATH .�, SKYLI ' �R23 Z : : �� ? ,��� BATH ' RECREATION ROOM '�" LAY-OVER Z LAY-OVER 'Q � _b) ROOF �, ROOF BEDROOM •���?�� H _ ?�- A " , R19. e'A R19QJ I- R19 REMOVE EXISTING 2X6C.J ` ♦ /// / / 8: , N ;:•'P� ..,.. L �'` ATTIC R19 3' . ' : : ��• 2X 10 JOIST ATTIC i� • ' �/%' / ,•. ADD 2X 10 @ 15'O.C. / STORAGE'2 X 10 JOIS / /'� : : : : � HANGER ' STORAGE 12 12 : : ? .• REMOVE EXISTING 2 X 6 C.J o X4.5 ADD2X10 HAER @15'O.C. • ; ; / �,• ,•2 X 10 F.J.@ 16"O.C. / //' / 2 X 10 F.J. @16 O.C. // /,2 X 10 F.J.@ 15'O.C. /i',� // , 2X10' 2X10 F.J.@15'O.C. . . . . 162 % .'2X10 ' (2)2 X 10 FLUSHHEADER `'`''"`" ) 1.75X14"LVL 2X10 10 FLUSH HEADER ;! _, :,• ,: _ ol R13 LIVING ROOM __•:,,., ,: : ; ; 13 • t„s : - DINING'•R00M••••••••••• : KITCHEN CLOSET BEDROOM ''`''''' R13 BATH N Nt :r„e,es== ;o R13 :: rrr,,,,r„ t• R 3 R13 ;; ;� R13 IZ13 �,•► ; �� ,:,,,:,:f, :: .. _ — 1 ST F1, f f1 GRADE :� ,,,,,,,,,, 84.. • GRADE I I GRADE •, r,s r,,,,,, s; �:� �,'—.: is ', CRAWL CRAWL v �1 ,,,,,,,r„ EXISTING EMENT AREA AREA EXISTING BASEMENT , . �, : rx }= s tiw I• .,.-T- --- 1EXISTI ,_, , > > s NG BASEMENT U -� -z I I I -- # 10' 0' .......... I' . •• e:r t t:t,r, r •. ,. XJUINAQ BASEMENT 24'-4" 1'-1 d' 10' 24'-4" 34'-4" SOUTH SECTION NORTH SECTION - 12 C" 8 MASONRY FIREPLACE TO BE REMOVED MASONRY FIREPLACE •••• TO BE REMOVED ADD • •• • ,Q .... . .:......: �� •G536 0 8� T 12ST 12 Q8 U a 4.5 4.51 O .. ... MO EX1 1NG 6.C. ..... ..... .. .... ... ... : i��: .. .• .. .. .. ... ... ... ... .. .. ... ...; •POROH-ROOF O• .. .. S' T R PRO POSED BE REMOVED- �M �.� TI.N . X:AN .•-I ... .. ..... ... ; ..... /ADDITION PRO SED: .•% EXISTING : A DITI .:•..� . ; : . :0 L42 6068 : PATIO ' WDH DOOR .... ..... •:. 3046 046 REME 3046 C�1% � WDH : REMOVE K: 3WINdZM 3046 WINDOVI4' .. :REMOVE DOOR ; .REWV5MAZQNRY?ORCN...... ; N DECK DECK . GRADE I L— j ; I ' ••••••••.•••••••••••••••• : : REMOVE MASONRY PORCH EXISTING:`;;.; CRAWL CRAWL :......�_�"��.�___��...»�... ;....: I I I ( I FOUNDA — AREA AREA I s.•r- I I EXISTING IBILCOLl 2, 10' FOUNDATION I I EXISTING I ( I I — — — — FOUNDATION --- - ---- _ - __ - -- PRO OSE E S N -- ---- =-Z �--� DDIT N T U ----EXiST NG- - - - - ---- - FOUNDATION 24'-4" SOUTH ELEVATION NORTH ELEVATION r EXISTING CONDITIONS N/S ELEVATION NORTH AND SOUTH ELEVATIONS SECTIONS INTERIOR WALL FINISH INSULATION SCHEDULE MECHANICAL SPECIFICATIONS 2" WALLBOARD 2 ALL M CA L L I S T E R RESIDENCE WALLSLLS AND CEILINGS. UNHEATED FLOOR AREA.......R-30 ELECTRICAL WATER HEATER >0.98 ENERGY FACTOR BATHROOMS TO RECEIVE M/R 2X4 EXTERIOR WALLS...........R-13 MIN. 60% HIGH EFFICIANCY LIGHTING(CFUS or LEDS) 2 X 6 EXTERIOR WALLS..........R-19 MECHANICAL VENTILATION X65 CFM ARC, CEILINGS � EH cRC � BUNGALOW LA., MATTI TUC K , NY CEILINGS..................................R-30 5 TYPICAL FLOOR CONSTRUCTION VAULTED CEILINGS................R23 %r F PLYWOOD SUB-FLOOR,GLUED AND NAILED IN A ADDITION / ALTERATION ACCORDANCE WITH THE FASTENER SCHEDULE. DOORS W/LESSTHAN 50%GLAZING...U=.40 * FLOOR JOISTS AND BRIDGING AS PER NYS CODE DOORS W/GREATER THAN 50%GLAZING...U=.35 * r'� POINTS EAST SCALE: 4" = 1'-0" Q' REAL PROPERTY SERVICES 2 �• 02907a yQ P,O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DRAWN BY: DLR. 631.653-0300 ptseast@aol.com DEC. 27, 2016 PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS NY 37' U O 4�1 STORAGE � � Ilr 0 STORAGE 13 aD to (2)2x8 @) rn CHASE O WINDOW SCHEDULE HABITABLE SPACE CALC. TECO # ANDERSEN ROUGH OPENINGS X PRODUCT WIDTH X HEIGHT FIRST FLOOR VENTALATION 4% LIGHT 8% ACCESS NOob " DOORACCESS 6,_3„ 15 (2)2x (2)2x 8 _ SPAQF So. FT ROV, ' 3030 V.S.L. DOOR -\� 2 3'-2; 4'-9" 0811E RE0- 4"A 16-08 WDH3046 3'-2"X 4'-9' D/ROOM 175 23.91 COMBINED WDH3046 10-44 120.28 52.54 ' —5-9" - - � KITCHEN 140 0 1- a' - �? 20 40 ' BATH " — L. CL. M/BED. 195 20.62 3'-l7' 1'-9" 3 0 X 1 9 41.34 97.07 O M �'-'- '- ' �- ' TOTALS 711 26.28 8'-0"X 2'-0" RECREATION ROOM � 7-11,2' 1.1�• 10 WDH3046 6'-3"X4'-9" t° 12.48 14.0 16.06 CC)� 2 D REC./RM. 20.10 30.72 22.80 " AN31 X VAULTED CEILING CREASE G536 cu.. _ ( 4 TOTALS 559 22.4 32.58 44.72 38.86 EDROOM 73 S.F. I SKY LITES 14 v 0 ADD (1) 1.75 X 11�'LVL RIDGE CONTIN OUS M U 1. X 1127_LVL RIDGE ci X N _ X N BASEMENT LOCATION N/A HL p X E to by N N N 12? TEOO " `- TECO U NOTE:ALL D/H/W TO BE ANDERSEN WOODWRIGHT400 SERIES,WHITE EXT., O I CLEAR INTERIOR,UPPER WINDOW W/REMOVABLE GRILLS 0.VAULTED CEILING REASE b I O I EL I �• .�...• •..• EGRESS COMPLIANT WINDOWS ATALL BEDROOM LOCATIONS U 3030 V.S.L. � 15 ci to w1 3030 V.S.L.I -°�_ EXTERIOR DOORS a co I — I 3030 V. .L. 7 I — co 8U I 3'-z'x 6'-8"-- NX1 FWG6068L Ander. EXISTING TO BE USED TEOO X Tsco TEco N � EXISTING BIL;0 ENTRY co N ti U v co NOTE:ALL DOOR AND WINDOW HARDWARE TO BE DETERMINED BY OWNER X O O O X I N 3 —211-1" 1'- " j ;' KNE IT VVAtt 3' I (2)2 x 8 ; a (2)2fSACCESS KNEEWALLco ACC DOOR X X X DOO I II tl IIY 31v II " II I STORAGE STO GE I II II II �I II tl I . CNI. 4"V.T.R. - --------- - :PORC#�. :. -- 4"V.T.R. , 4'V.T.R. I UPPER FLOOR PLAN (2)2 X 10 6'-4" (2)2X 10 LAS NC D N I I U }- � � fn BMHLOC , I z i ci PITCH 'P.F. O DRAIN I ( ( I to O I C� ii ' 110 SF. p I LIVING ROOM 2095•F• � cL' z � U '? : : p W/C SINK LZ — 0 z' d ,� c v p K ti `! I X o o X to tq z' ___ z• ._ �N E-c S T O N N � .-. I I 9 ` N ATH ° CL. '-1 5 ( I I I , ADD(3)1.75 X 14" LVL FLUS HEADER I 1 I SINK I I _4 7'-4" }�EMQyE F�Q$TINQ, A14 f:j: ? REMOVE EXISTING WALL I 5,_T —— —— tj WIC SINK SINK .... W/C o N z' O '_3, CL. o p 4 z' TUB FRESH AIR VENT �° II a = o o N J Ci U cj I 5 5, TO APPROVED N Iu_ II OPEN � Ud I SANIT Y -' v TO `° i �; ABOV o o �REAKFAST 0 75 S.F.X Id o I X MASTER X I p fl " BEDROOM " III " N N 3 195 S.F. co co DINING ROOM I3o30S.L. 2' PLUMBING RISER DIAGRAM N 'I — 0 3 b (2)2 X 10 REMOVE EXISTI G WALL I I - REMOVE EXISTING WALL X ro to N o, ADD(3) 175 X 14"LVL FLUS DER o 0 Ci FL H HEADER U i I WINDOW SCHEDULE 00 � I a � " � o — b I HABITABLE SPACE CALCULATIONS PROPOSED b �I �' I MASTER �' I I PLUMBING RISER DIGRAM DECK o KITCHEN 40s.F. o L OYER WALK-IN c2>2X10 O oI I o Q ( o I SECOND STORY FLOOR PLAN X � I FIRST STORY FL " 1..._ — — J I FLOOR PLAN " MCALLISTER RESIDENCE I (2)2 X 10 (2) (2)12 X 10 --- — -- — — �FtED AR BUNGALOW LA. MATTITUCK , NY , OMN Ct y/J. 13-� �� QP ADDITION / ALTERATION 15' i� EN POINTS EAST SCALE. 4" = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR 3 02907 Q� P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DEC. 27, 2016 o FIRST FLOOR PLAN F 631.653-0300 ptseast@aol.com N PAUL J. CLINTON ARCHITECT, PC -� 27 SHERWOOD RD. HAMPTON BAYS NY ALUM. DRIP CAP OVER 2 X 10 LEDGER UNDER ICE AND WEATER 4'DECKING 8"X 4z"L.B.@ 16"0, 8A Q 15'O.C. 1-12A TIE-DO 2 X 8 GAL.TEC (2)2 X 10 ACQ GIRDER 2 X 10 LEDGER (2) " XBOLTTHRU EXISTING F UNDATI N WALL 4 X 4 ACO POST TYPICAL SIMPSON BP INSTALLATION t "' DECK 8"P.0 PILE FOOTING ;', FRAME P.0 s1-AB DETAILtD x EISIN B LCO ° EXISTING N U o E T Y o u FLOOR QIII LL: EXISTING P.0 SLAB U LL FRAME ADDr- u CO ADD NEW P.C. co LL o FOOTINGS N p CC)X 16'-5" 12X18X18 co x N ADD NEW P.C. N AD 4"ZIP FOOTINGS ADD 4"ZIP ADD 4"ZIP ADD NEW P.C. ADD 4"ZIP C UMN 12 X 18 X 18 CO c FOOTINGS c SEE — — — X18X18 .••. • .[ PE EXISTING GIRDER I EXISTING GIRDER I / U •m.?�•'n''p. .ry.;,�;, r..•n..•.%r+iota,.,,:�.;..a7-6 -8' J 12 X'8•ACQ 1�'1'811•�•l!.... ., 'f'?:S`S,'.>�..n�n.-s :::a.> �3C•rn`.All V'SIN J ♦: I,ri.'..,ea .:-�«n'r'. ems t.}+;h: y T , I EXISTING W X 16"P.0 FOOTING FOR 4"SUPPORT WALL z ti BO PE G F CRAWL 0 S ►R L to _ AREA EXISTING 0 1.7fb 5 92" L GI/ER DD 4°ZIP . ADD 4"ZIP _ LUMN f Q' • COLUMN — 1 -5 .............. . r FLOOR x 21'-z' z FRAME p v 7x 1 ' x18"ADD NE ADD NEW IL o ci •" _� P.0 SLAB P.0 SLAB x EXI STING I FOOTINGS FOOTINGS I o X N LL 1"BAFFLE @ALL V' " ADDED FOUNDATION WALL VAULTED AREAS N Ab •C. 15'0. fD FLOOR x z •••••••••••••••••• FRAMEN � ASPHALTROOFING E III`v 2x8ACQ@15' II Iv LX EXISTING FOUNDATION WALL f _ EXI TI NDAT N WALL r #301-6.FELT GYPSUM BD. t O� ICE&WEATHER TO G 2 X 6 KNEE WALL x CREA ACCESS TO CREATL'ACCESS TO / NEW CRAW(AREA• ;a N NEW WL AREA .... ........ I 24"AT EAVES / �� Lo Lo I / 13 1 " ADD FOOTING AND NEW 4" N O fb ALUMINUM COIL ! = ( STEEL COLUMN cel 2A TIE-DOWN t"CDx LY to O STOCK WRAP(WHITE) / z x 10 1s o.c. gv 2' RAT SLAB I ,` I VENTED VINYL /' /.R-'30 // �/ 2X to @ t6 C. I( W/V.B.UNDER 0 SOFFIT(WHITE 80 LL o I I^ , I o C.J.TECO FLUS SHEADER co (1)#5 REBAR 4"EXT.WALL TYPICAL x 2"RAT SLAB RIZONTALLY }"GYPSUM BD. f I I 2"RAT SLAB °0 N W/V.B.UNDER , 2x8ACQ@15'O.0 x , W V.B.UNDER #301-6. FELT , R-13 III ACO @ 16"O.0 I N I x ,, OVER�'CDX N DBL.4"INCH VINYL SIDING I TYPICAL , 5 REBARKEYWAY TAJL II IN FO GS • r a *SIMPSON LSTA SEE CONSTRUCTION NOTES STRAPPING TO CODE SE DECK �1' II II�UNDISTURBED.1=11 FOR WALL UPLIFT FASTENINGS 5' F ME U �=L—III ' DE AIL p III-111=III— *TIE DOWN(TYPICAL) AT ALL CORNERS a SEAL SILL cf COPPER TEMITE SHIELD U Q U c 2 X 6 ACQ PLATE OD Q ALL SHEATHING TO BE BLOCK F.J. x N N 5' NAILED TO PLATE 4'0.C. GRADE SIMPSON STHD 4'_Z1 (1)#5 REBAR KEYWAY(TYPICAL) 2" P.C.RAT SLAB -8 TYPICAL A.B.W/32" — SPREAD AND 12" 37' OFF EACH CORNER UNDISTURBED SOIL FOOTINGS AND FOUNDATION PLAN FRAME AND FOUNDATION DETAIL SECTION A.B.TYPICAL SPREAD 2'_81, A.B EXPOSURE 3)"MAX. 1' TOP OF OUNDATI N WALL l r.RAnF (RADE EXISTING CRAWLBEYOND -.7 V EXISTING FOUNDATION BEYOND EXISTING FOUNDATION BEYOND 37' FOUNDATION EAST SECTION - FRAME DETAIL SECTION FOUNDATION SECTION FOOTINGS AND FOUNDATION PLAN MCALLISTER RESIDENCE 'C gED qR BUNGALOW LA. MATTITUCK NY OHNti °y ADDITION / ALTERATION * POINTS EASTill _ SCALE: 4 — 1 0 REAL PROPERTY SERVICES DRAWN BY: DLR /� 9074 O� P.O.BOX 794-33 MONTAUK HYW,QUOGUE,NY 4 OF E 631.653-0300 ptseast@aol.com DEC. 27, 2016 PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS NY SURVEY OF PROPERTY BUFF=COUWN DEPARVW 4 OF TH SERVICES SI T UA TE APPROVAL OF CONSTRUCTED WORKS FOR, A SINGLE FAMILY RESIDENCE M A T T I T U C K 5 2017 H.S.Ref.NO R1®—I-- oozy TOWN O F S O U T H O L D �� jai 1 cgWf S ft at this l�gl °:ave�n SUFFOLK COUNTY, NEW YORK W'q--=g br gtlg C *jr,,g ca c >r air.. l£�and found to ba scmtamv FOR AP,=I' a_ DE®RCOMS. S.C. TAX No. 1000- 123=02- 13. 1 SCALE 1 "=30' AUGUST 28, 2016 '. _ f JFog 0 aLz: FEBRUARY 1 , 2017 ADD PROPOSED ADDITIONS ;4 OCTOBER 2, 2017 FINAL SURVEY AREA = 20,171 sq. ft.` 0.463 ac. ; CERTIFIED T0: DANIEL McALLISTER SUSAN MCALLISTER' STEWART TITLE INSURANCE COMPANY STATEWIDE ABSTRACT CORPORATION /0 � 40 • d ' V caNC Ab AGF OA �j Ma" S 6 PA�FMFN Y 4' NOV - 8 2017 0 o 0 0 C4, F 40 O, 44 • n F 4i`r0�2/ Jy � • n ° pi— AV d ° a 0.41 CON 1 a � , N - O\[�O�O� awe rho• ypUsf iko 109, '00 �T CID wa0a % ` ORCH PeN ?2 S��K O 2 A O CFSSP ��qCH OO( os1yF o CFS #2 GZ wCF `�� • N /8Z SPpa4 U� OGj Y CO = CE PIC ETI CE 0 t'E. I PICKET FENCE FENCE z00 o.s'w. ,O m Z I9, <n lip O 0 W N� m c'I I 3 M CJI C z I I v o �0 om v,z I o m m ROW OF TREES C PREPARED IN ACCORDANCE WITH THE MINIMUM C STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA L-S. AND APPROVED AND ADOPTED FOUND MARBLE CHAIN LINK FENCE Q .Q G, STONE 'ggC Q 6 C '0 0�9 W U O v FOR SUCH USE BY THE NEW YORK STATE LAND .� MON. 0 27W- S O e J WALL TITLE ASSOCIATION. ^ m EDGE OF PAVEMENT d' ° • It ° • x jillm O .p CENTER STREET �✓ u�r 4 d a SEPTIC SYSTEM TIE DISTANCES N.Y.S. Lic. No. 50467 COVER HOUSE CORNER"A" HOUSE CORNER"B" UNAUTHORIZED ALTERATION OR ADDITION ,, TO THIS SURVEY IS A VIOLATION OF C)� SEPTIC TANK SECTION 7209 OF THE NEW YORK STATE Nath Orwin III OUTLET COVER 2O' 29' EDUCATION LAW. Ls�y CESSPOOL32.5' 41' COPIES OF THIS SURVEY MAP NOT BEARING Lan rveyor COVER � THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED CESSPOOL 26' 26' TO BE A VALID TRUE COPY. COVER 2 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno LS. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamespol New York 11947 36-175 1 1, j Generated by REScheck-Web Software CA./iCompliance Certificate Project McAllister Residence Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: tbd Construction Site: Owner/Agent: Designer/Contractor: 850 Bungalow La. Dan McAllister David Lee radican Mattituck, New York 11952 Owner Points East Real Property Services 1095 Franklinville Rd. P.O. Box-794 Laurel, New York 11947 Quogue, New York 11959 631-6029439 631-653-0300 intheattictoo2optonline.net ptseast@aol.com Compliance: 5.5%Better Than Code Maximum UA: 271 Your UA: 256 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home_ Envelope Assemblies 6ross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 1,270 30.0 0.0 0.035 44 Skylight:Wood Frame,Single Pane 24 0.320 8 SHGC: 0.25 Wall:Wood Frame, 16in.o.c. I'ma 19.0 0.0 0.060 64 Window:Wood Frame,Single Pane 109 0.296 32 SHGC: 0.25 Door:Solid 20 0.340 7 Basement: Masonry Block w/Empty Cells 880 0.0 12.0 0.060 53 Wall height:7.0' Depth below grade: 5.0' Insulation depth: 7.0' Floor:All-Wood joist/Truss Over Uncond.Space 1,292 30.0 0.0 0.033 43 Crawl: Masonry Block w/Empty Cells 70 0.0 12.0 0.089 5 Wall height:4.0' Depth below grade: 2.5' Insulation depth: 3.0' Project Title: McAllister Residence Report date: 02/24/17 Data filename: - Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspectio ecklist. ,r Name-Title _ �� � Signature Date Project Notes: Addition/Alteration of single family residence Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 2 of 10 i REScheck Software Version 5®5®0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in-the REScheck-Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance-is-itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified " # Pre-Inspection/Plan Review-- Complies? C®nlments/Assumptions. &Re .ID Value _ Value 103.1, j Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate Not [PRI]1 energy code compliance for the ❑Not Observable :building envelope.Therm al 1 ❑Not Applicable , envelope represented on , construction documents. i r 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ', _ ;❑Not Observable [PR3]1 ;lighting and mechanical systems. j {Systems serving multiple i .'❑Not Applicable ;dwelling units must demonstrate "compliance with the IECC - - _' -• ; Commercial Provisions. 302.1, - ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403:3.:° a sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 `;on loads calculated per ACCA Cooling: Cooling: }. ;Manual J or other methods Btu/hr Btu/hr UNot Observable , approved by the code dfficial. I ;❑Nat Applicable ; , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 ' Medium Impact(Tier 2) 1. Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 3 of10 Section Plans Verified Field Verified. #- Foundation Inspection Complies? J Comments/Assumptions & Req.ID, Value, 'Value. ; 402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 I insulation R-value.Where interior :❑Does Not ;table for values. insulation is used,verification I R- R- .10 ;may need to occur during ❑Not Observable Insulation Inspection.Not ;❑Not Applicable ; ;required in warm-humid locations; in Climate Zone 3. ; 303.2 ;.Conditioned basement wall ;❑Complies :Requirement will be met. [FO5]1 :insulation installed per T❑Does Not manufacturer's instructions. i 169 ; f "_j❑Not Observable "1❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ,See the Envelope Assemblies (FO6]1 !insulation depth of burial or ;❑Does Not table for values. distance from to of wall. L' p ;❑Not Observable ; ❑Not Applicable 402.2.11 ;Unvented crawl space wall R- 1 R- ;❑Complies ;See the Envelope Assemblies 1 I insulation R-value. I ; ; ;table for values. [FO7] R- R- ❑Does Not '❑Not Observable ; ❑Not Applicable 303.2 ;Unvented crawl space wall 10Complies :Requirement will be met. [FO8]1 :insulation installed per ;❑Does Not j :manufacturer's instructions. ( i❑Not Observable _10Not Applicable 402.2.11 ;Unvented crawl space continuous ;❑Complies :Requirement will-be met. [FO9]1 :vapor retarder installed over #❑Does Not exposed earth,joints overlapped ❑Not Observable , least 6 in.up and attached to the `is?❑Not Applicable by 6 in.and sealed,extending at ; ;wall. I I 402.2.11 I Unvented crawl space wall ; in. in. ;❑Complies ;See the Envelope Assemblies [FO10]1 !insulation depth of burial or :❑Does'Not table for values. 1� ;distance from top of wall. ; ;❑Not Observable ; ❑Not Applicable 303.2:1" !A protective covering is installed :l❑Complies ;Exception: Requirement is [FO11]2 Ito protect exposed exterior :a❑Does Not :not applicable. insulation and-extends a gJ minimum of 6 in.below grade. _ -.i❑Not Observable ; ❑Not Applicable ; 403.9" `Snow-and ice-melting system 4 - "-❑Complies [FO12]?; I controls installed. _ ;❑Does Not J j❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 122 JMediurn Impact(Tier 2) I'-3,.l Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 4 of10 'Section " Plans'Verified; - Field Verified. ' #. IFramingi.Ro-uqP'-In.l�nsp"e'ct'ion •Complies?;` .=•Comments/Assumptions "Value Value ' 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I UDoes Not ;table for values [FR111 ; ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1; 1 average). :❑Does Not ;table for values. I 1 1 I 1 402.3.3, ; 402.3.6, ; UNot Observable 402.5 ; ;❑Not Applicable [FR211 ; I 1 ; r I 303.1.3 ;U-factors of fenestration products ` . 'f❑Complies :Requirement will be met. [FR4]1 :are determined in accordance - •I❑Does Not J ;with the NFRC test procedure or ❑Not Observable ;taken from-the default-table. x , ❑Not Applicable ; 402.1.1, !SkylightU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, i E❑Does_Not ;table for values. ( 1 I 402.3.6, ' 402.5 ❑Not Observable [FR5]1 { ; ;❑Not Applicable ; 1 I I I I 1 1 1 1 1 402.4.1.1 ;Air barrier and-thermal barrier :_ ;❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's _ _ UDoes Not �) instructions. ,❑Not Observable ! y❑Not Applicable 1 402.4.3 ;Fenestration that is not site built s❑Complies :Requirement will-be met. [FR20]1 ;is listed and labeled as meeting Moes Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ( ;❑Not Applicable ; limits. 1 402.4.5,:. 'IC-rated recessed fighting fixturesF i❑Complies ;Requirement will be met. [FR16]2: sealed at housing/interior finish }'❑Does Not and labeled to indicate s2.0 cfm _ ❑Not Observable {leakage at 75 Pa. I❑Not Applicable d _ 1 403:2.1 ;Supply and return ducts in attics ' �❑Complies [FR1211 insulated>=R-8 where duct is- ❑Does Not �1 >=3 inches in diameter and >_ f❑Not Observable R-6 where<3 inches.Supply and#' _ return ducts in other portions of {{ ,, ❑Not Applicable ;the building insulated>=R-6 for :diameter>=-3 inches and R-4.2 3 ;for<3 inches in diameter. 4033.3._5.11 Building cavities are not used as ( _ '❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. I _E]Does Not �❑Not Observable j ( J❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR1712 i above 105°F or chilled fluids ;❑Does Not r ;below 55 V are insulated to>R- j3. R-j3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;❑Complies ;Requirement will be met. [FR24]1 Piping. t - '❑Does Not _ 1 1EINot Observable 1 #- ❑Not Applicable 1 1 High Impact(Tier 1) `2 1 Medium Impact(Tier 2) 1,3_,J Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 5 of10 Section plans Verified Field Verified - # Framing/Rough-In,Inspection Complies? Comments/Assumptions &Req.ID Value Value 403.53 j Hot water pipes are insulated to R- R- tkomplies ;Exception: Requirement is ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.6',- ;Automatic or gravity dampers are I i❑Complies ;Requirement will be met. [FR19]? `i installed-on all outdoor air ❑Does Not 1 intakes and exhausts. I -I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ,2-1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 6 of10 { Plans Verified c,Field-Verifled. = Insulation Inspection Compilies?; ComfinentsjAssumptions di Req.ID' Value-' ;Value 303:1 ;All installed insulation is labeled ,', E❑Complies ;Requirement will be met. [IN13]2 I or the installed R-values g- ❑Does Not provided. J ; z❑Not Observable ❑Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable J ;❑Not Applicable 303.2, ;floor insulation installed per j. „ ;❑Complies i Requirement will be met. 402.2.7 manufacturer's instructions and , _- ❑Does Not [IN2]1 in substantial contact with the - -5 i- t underside of the subfloor,or floor k-,` o �: - )'❑Not Observabler , framing cavity insulation is in E : _ s❑Not Applicable contact with the top side of 5 ; sheathing,or continuous insulation is installed on the r, underside of floor framing and ~" f extends from the bottom to-the ;top of all perimeter floor framing = } members. : 402.1.1, ;Wall insulation R-value.If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, mass wall with at least 1/�of theWood table far values. table 402.2.6 ;wall insulation on the wall r❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation I ❑ Steel Steel- requirement applies(FR10). i❑ ❑Not Applicable 303.2 ;Wall insulation is installed per f T Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not .r - a❑Not Observable AI❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 .Data filename: Page 7 of10 Section Plans Verified Field Verified " ; # Final�lnspe•ction,Provi ions Complies? Comments/Assumptions - & 1teq.ID Value Value e ` 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ❑ Wood !❑Does Not ❑ Steel table for values 402.2.2, l ❑ Steel II❑Not Observable 402.2.6 1 1 ; [Fill' 1 ;❑Not Applicable 1 1 , 303.1.1.1,;Ceiling insulation installed per ;❑Complies !Requirement will be met. 303.2 I manufacturer's instructions. I" ' ❑Does Not j [F12]1 ;Blown insulation marked every ;300 ftz. ' '❑Not Observable ; s J❑Not Applicable 402.2.3 Vented attics with air permeable [ ;, ❑Complies ;Requirement will be met. [FI22]2 l insulation include baf�e adjacent j ❑Does Not to soffit and eave vents that ' extends over insulation. ( }�❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door i R- R- ;❑Complies ;Requirement will be met. [F13]1 !insulation >_R-value of the 1 ;❑Does Not adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100- cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ftz ftz E❑Does Not not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to �❑Not Applicable ;occur during Framing Inspection. i ; i 403.3.2 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F127]1 determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total- ;leakage measured with a E❑Not Observable ; pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ,the manufacturer's air handler 1 enclosure if installed at time of test.Postconstruction test:Total ; :leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ; including the manufacturer's air ; j handler enclosure. 403.3,2,1 'Air handier leakage designated , ;❑Complies ;Requirement will be met. [F124]1 1 by manufacturer at<=2%of f ❑Does Not design air flow. ;❑Not Observable I ° ;❑Not Applicable '403.1.1 ;Programmable thermostats s ; ;❑Complies ;Requirement will be met. [Flg]zr installed for control of primary 3❑Does Not heating and cooling systems and initially set by manufacturer to '❑Not Observable !code specifications. ;❑Not Applicable R 403:1.2, ;Heat pump thermostat installed I)❑Complies ;Exception: Requirement is [FI10]2 Ion heat pumps. ;.-, PDoes Not not applicable. 1 ❑Not Observable ❑Not Applicable 403.5.1. ,;Circulating service hot water .- i❑Complies ;Requirement will be met. [F111]2, !systems have automatic or , - '❑Does-Not accessible manual controls. ; i❑Not Observable 6: i F ❑Not Applicable ' 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &RegJD 403.6.1 ;All mechanical ventilation system f❑Complies :Requirement will be met. [FI25]2 !fans not part of tested and listed i ;❑Does Not HVAC equipment meet efficacy ,and airflow limits. ❑Not Observable ; ❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ( ;❑Complies ;Requirement will be met. [F[26]2 !through one-or two-pipe heating i ?❑Does Not systems have outdoor setback control to lower boder water { !❑Not Observable ;temperature based on outdoor ?❑Not Applicable temperature. 403:5.1.1 ;Heated water circulation systems I S❑Complies :Requirement will be met. [FI28]2 ;have a circulation pump.The t Does Not system return pipe is a dedicated i ; return pipe or a cold water supply( i❑Not Observable pipe.Gravity and thermos- f ;❑Not Applicable ; syphon circulation systems are !not present.Controls for circulating hot water system pumps start the pump with signal !for hot water demand within the ! ;occupancy.Controls a automatically turn off the pump :when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 ;Electric heat trace systems i ❑Complies Exception: Requirement is [F129]2 !comply with IEEE 515.1 or UL ;❑Does Not !not applicable. 1515;Controls automatically adjust the energy input to the ) ❑Not Observable heat tracing to maintain the ,❑Not Applicable desired water temperature in the !desired i 403.5.2 Mater distribution systems that I ;❑Complies Exception: Requirement is [FI30]2 3 have recirculation pumps that 7❑Does Not not applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold i - ;❑Not Applicable water supply pipe have a !demand recirculation water system:Pumps have controls i ;that manage operation of the i !pump and limit the temperature d ; of the water entering the cold 4 ;water piping to 104°F. ? 403.5.4 ;Drain water heat recovery units i ;❑Complies [F131]2 tested in accordance with CSA ;❑Does Not B55.1.Potable water-side ter heat ' pressure loss of drain wa ❑Not Observable !recovery units<3 psi for F �❑Not Applicable ; individual units connected to one ; 4 ,or two showers. Potable water- side pressure loss of drain water 1 heat recovery units<2 psi for :individual units connected to i 4 three or more showers. } 404.1 ,75%of lamps in permanent S❑Complies [F16]1 Ifixtures or 75%of permanent ? f❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage i ;❑Not Observable ; !lighting. r `❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ;❑Complies ; [FI23]3 {no continuous pilot light. i ❑Does Not s ` f❑Not Observable i - ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 9 of10 'Section'' -Fina I 'Comments I 6spectioh Prol sijr6tiolis" S�Reql!!D!!...... 4013-',`- J .-'E]Complies Requirement will-be met. Compliance certificate posted. i 1EIDoes Not EJNot Observable UNot Applicable 30.3'i-:� Manufacturer manuals for "'ILICom plies [FI18]3, mechanical and water heating Does Not systems have been provided. EINot Observable 'EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 1-:3�°J Low Impact(Tier 3) Project Title: McAllister Residence Report date: 02/24/17 Data filename: Page 10 of 10 r 2015 IECC Energy Effidency Certificate s6latiob Rating Above-Grade Wall 19.00 Below-Grade Wall 12.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(,unconditioned spaces): ■.. Rating; Window 0.30 0.25 Door 0.34 Skylight ---0.32 -0.25 Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments