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HomeMy WebLinkAbout42863-Z 1 J ®�4sUFFO(��pri Town of Southold 2/19/2020 P.O.Box 1179 �. 53095 Main Rd �� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41089 Date: 2/19/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1300 Fleetwood Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/29/2018 pursuant to which Building Permit No. 42863 dated 7/16/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Ohl,Clifford&Jill of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0059 09-07-2019 ELECTRICAL CERTIFICATE NO. 42863 02-06-2020 PLUMBERS CERTIFICATION DATED 01-21-2020 Bikkd Piecuch ut o . ed igna ure SaF�t,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42863 Date: 7/16/2018 Permission is hereby granted to: Ohl, Clifford 216 Kensington Rd Lynbrook, NY 11563 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1300 Fleetwood Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 137.-5-9 Pursuant to application dated 6/29/2018 and approved by the Building Inspector. To expire on 1/15/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $724.00 CO -ADDITION TO DWELLING $50.00 Total: $774.00 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: ` C7 R a 0 O ko (,fid , C u l (,, 0 U c House No. Street ` (�y Hamlet — Owner or Owners of Property: 40(_6 Suffolk County Tax Map No 1000, Section 1 -S71 Block Lot 9 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature OF SO�j�,®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin cC town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Clifford Ohl r Address: 1300 Fleetwood Rd City,Cutchogue st: NY zip: 11935 Building Permit# 42863 Section- 137 Block 5 Lot' 9 i WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ,contractor: DBA: Laurel Lighting Inc. License No: 4718-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 17 Ceding Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect L- Switches 16 4'LED Exit Fixtures Pump Other Equipment Notes Upgraded Service to 200A Underground and Wire Addition inspector Signature: J Date: February 6, 2020 p g S Devlin-Cert Electrical Compliance Form.xls 5 ,yQf SO(/T��l� , Town Hall Annex ,gam Telephone(631)765-1802 54375 Main Road `�" Fax(631)765-9502 00 P.O.Box 1179 y0 Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TONIN OF SOUTHOLD ' JAN 2 4 2020 CERTIFICATION Date: il-2112 0 2 0 Building Permit No. Owner: Cliff 014L (Please print) Plumber: grCAJ fl-CCUCh (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (PI(Imbers Signature) Sworn to before me this c�44 day o`12 ' 20a _-Q_ D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,20e�(� Notary Publ' u-���,�� bounty - ' app so hod o� f # TOWN OF SOUTHOLD BUILDING DEPT. couHr+e 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rAk-v V n V.2 4 0�&/' u o1� -'� DATE INSPECTOR OF50U TOWN OF SOUTHOLD BUILDING DEPT. u 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 I DATE I INSPECTOR ��� ✓� pf SOUTy� h� l0 TOWN OF SOUTHOLD BUILDING DEPT. °< couun,N�' 765-1802 - - INSPEC - ION" [ ] 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) [ ] CODE VIOLATION [ ] CAULKING MARKS: t 1 & Kj-;�b- N t,) Or-,/ DATE 3 INSPECTOR g 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION JT& - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 777q� DATE INSPECTOR f' ho�aOE so(/TyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ' N [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING RARK 76V SKI I 0 U � a • DATE INSPECTOR leio oe sollz t # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ']',FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v DIY 0 vin Vl I w 6biti arl V DATE INSPECTOR r ho�aOE SOUlyO� 2&3, # TO N OF SOUTHOLD BUILDING DEPT. co 765-1802 : = - 1_NSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] lNSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) 44/ [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s Lb ti SAPICO T�i2-tea / Vj LA/ AL KC D Zz Air P, P a o ns, TFA�K DATE INSPECTOR pFSOUTyOIo D 22-5 V3 ! --�oV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ,FOUNDATION 1 ST - [ r ROUGH PL13G. [ ] FOUNDATION 2ND `' [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) )ELECTRICAL (FINAL) [ ] CODE VIOLATION [� ]" PRE C/O REMARKS: DATE ,INSPECTOR E) IDeffino Insulation Co. I ' C. EEB - 7 2020 317 Burman Blvd,Calverton,NY 11933 ; CERTIFICATE OF INSULATION JOB INF( PeterTorkelsen&Company LLC. DATE OF INSTALLATION: 02/19/19 1330 Fleetwood Road Cutchougue,NY 11935 2x6 Closed Sloped Ceilings 2x12 Closed Sloped Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑.i OPEN CELL FOAM 11.5" R-42 ❑� CLOSED CELL FOAM 6+' R-42 ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Rim Joist Exterior Walls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM (] CLOSED CELL FOAM 3++ R-21 ❑ CLOSED CELL FOAM ❑ FIBERGLASS FIBERGLASS 3.5" R-15 ❑ CELLULOSE ❑ CELLULOSE Cellar Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑✓ FIBERGLASS 10.25" R-30 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: 02/18/19 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: 0 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 02/19/19 ❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: 0 DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: 03/04/19 1 Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE i ' s 'FOUNDATION (2ND) MV ROUGH FRAMING& INK 74 A "r PLUMBING INSULATION ENERGYSTATE •D �r �f��. F ►"�LM •err- _ ._ — TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 ���� Survey Southoldtownny.gov PERMIT NO. Check Septic Form MY S.D.E C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification For/ Storm-Water Assessment Form J J� Contact: yp �p Approved 20� Mail to: l"\C, P1J S, ��•`Di �l Disapproved a/c 2119 ICeX15 (1 Q r\ 1� b to��C 1 115003 Phone. S1 to 3�s d (04 BL Expiration 1 1 ID ,20 DBuN4kig4ifspector u APPLICATION FOR BUILDING PERMIT JUN 2 9 2018 �•� Date ,20 INSTRUCTIONS lwf,'Rication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 to plot plan to scale.Fee according to schedule. TO ON c.1MW@%9wing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building'Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 4�. (t j�( y ( ature of applicant'o`r�name,if a corporation) K s► n q- 20 0-3 - L n6,-OA) (Mailing address of applicant)) tTb3 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C7 u4!r1 Z r i Name of owner of premises t► t�`� U+ �q .1 1 �, 0 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whicproposed work will be done: 1530 �1ee. W00CA Road - CU VLnoQ Ue_ House Number Street Hamlet County Tax Map No. 1000 Section 3Block 5- 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 S (�4 l e FQ�-t k'4 lJ�J ?-I 0% f14 b. Intended use and occupancy ® U) 1 \ \ r) 3. Nature of work(check which applicable):New Building Addition Alteration. Repair Removal Demolition Other Work (Description) 4. Estimated Cost o?S S a-a-D , 0-10 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars Z n o G 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. i ,� � a/ 1 1l 7. Dimensions of existing structures,if any:Front 3 0 - 11Rear 3D d p Depth qO y Height Q_3 i- ('11 + Number of Stories I d 1( � 1p Dimensions of same structure with alterations or additions: Front 54 Rear ' -7 Depth /7`/ Height A(o ch an Z Number of Stories do shun - 8. Dimensions of entire new construction:Front ��J Rear s 1 Depth `�'� � Height ?3 ' b i� Number of Stories p 9. Size of lot:Front 0 74. 4 s 1 Rear J 8 J Depth 7 S 10.Date of Purchase 1 2-7 cl:�' Name of Former Owner D O M AEC J . 9A p g I"10 U V G-A 0- 11. 11.Zone or use district in which premises are situated �- 40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_ 13.Will lot be re-graded?YES_NO-kWill excess fill be removed from premises?YES NO Oi�-6rjv �"Aij ea 14.Names of Owner of premises C> Address 2.k a uth5�A � Phone No. Sp b 3©1 - 6ci� L. Name of Architect E: � C .i�s - Address Llo6 05 Phone No (a 3 i -12-1 "1303 Name of Contractor Q-eA;eT Address Phone No. a p 76-T 2�lsj 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *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-'X— *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: � COUNTY OF SS: being duly sworn,deposes and says that(s)he is the applicant ane of individual signing contract)above named, (S)He is the (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. ® �� �orn to before me this 4lo ®/b,S, ° t't Bay of '�jssoo� ��s�9gto 0/kG,,9 �®otary Pu lic j Signature of Applicant �J Scott A. Russell ,��°�U � STO]KIAWA\T]E K SUPERVISOR � ? N, ( � � I��1tA\1A\G�]EIMUEN '7F SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 'dol Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - ---- - - ------ - -- DOES THIS PROJECT I INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑&A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; El FA B. Excavation or filling involving more than 200 cubic yards of material ❑dwithin any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ❑1d100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Ad ❑dE. Site preparation within the one-hundred-year f loodplain as depicted , on FIRM Map of any watercourse. [11Q/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more-of.the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. `APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date - APP J ► tt Oars 13 7 5 (.1NAME: fa t g ctio (P-0,m(P-0 _ � Sen Block Lot I lSlgnelurel 1/�/1 \�:F=R•` � ONLY 777 p" Q FOR BUILDING DEPART •IENT USE ONL i d Contact Information J 1 p L) ' rfelephm,Number Reviewed By: - - — — — — — — — — — — — — — - - if Date: �—o�R�` ..Property Address/Location of Construction Work: —�— — — — — — — — — — — — — — — o I Approved for procebsing Building Permit. 1 330 ����V�P 0 O d � 0 CLA Stormwater Management Control Plan Not Required. .1 C o v e f .3 ❑ Stormwater Management Control Plan is Required. �\ l (Forward to Engineering Department for Review.) FORM #SMCP-TOS MAY 2014 APPLICANT. S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) --- �pSU Ir Stormwater Management Control Plan CHECK LIST NAME. Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. we..e Nim Date: * The applicant must provide a Complete Explanation and/or Reason for not providing `g ao1 all Information that has been Required by the following Checklist! Tctephonc Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00� b. Total Site Acreage. 0 c. Existing - Natural & Man Made Features within 500 L.F. OO� of the Site Boundary as required by§236-17(0)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 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 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0 b, Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g infiltration basins,swales,etc.) FOR ENGINGE11ING DEPARTMENT USE ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. I FORM # SWCP Check List-TOS MAY 2014 Town Hall Annex �� Fool, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Co 2C Southold, NY 11971-0959 y�01 dao! BU LDING DEPARTMENT-____ NOTICE OF UTILIZATION OF TRU.SS--TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION:AND1012-4I1VIBER CONSTRUCTION Date: Owner: " ' �I1rt�� � ► � � � Y1r� Lo&ation of Property: D O Q' CuC,�O i1�. Pleas6 take notice that tho,(Cbeck;applicable-,Iine): New commercial 4r,tesidieritia� structure` C. Addition tolgi�i�ti6 Commercial or residential structure Rehabilitation, oF,an existifi—commercial or resitlential.structwre' - to be.>constru6td tir performed at the sl t ject property reference above wil_l,Jt7tilize (check applicable:.line}:- J Truss type-,,c'on ruction(TT) Pre-en jineefei w =scot truction (PW), Timber constructio�-.(TC},J in the following location(s) (check$applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof-framing (FIR Signature: - r ` Name (person submi mg this form): ► ` . Capacit (check applicable line): Owner Owner representative TrussReg15.d0cx Effective 1/1/2015 4 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 rr 112-11 The construction type STROKE designation shall be cclyyy ccll155 cclll°', cc[Vllor ccVyl to indicate the construction classification of the structure under DESIGNATION N FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "F57 FLOOR FRAMING, INCLUDING ® ■ GIRDERS AND BEAMS ROOF FRAMING &D "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES -31 YO $QFFQLk BUILDING DEPARTMENT - Electrical Inspector �p TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 °Y Southold, New York 11971-0959 o� p� Telephone (631) 765-1802 - FAX (631) 765-9502 �a1 roger.richertCatown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. - - Date: ® 16 -/ e---- - Company Name: Name: 4 License No.: 71 b— Ma- email: �o e Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: s®� Address: Cross Street: Phone No.: BIdg.Permit#: Z�G� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / IO �) Rough In Final ' Do you need a Temp Certificate?: ES NO Issued On Temp Information: (Al[information required). Service Size T Ph3 Ph Size: ZOC> A # Meters Old Meter# New Service -Fire Reconnect- Flood Reconnect- Service Reconnected nderground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional'Information: J ` PAYMENT DUE WITH APPLICATION `�' Yal Request for I pection Form.As 4 L& DWELUP SCD�IS' 1�E`Ff R10-06-0-057N PUBLIC WATER SURVEY OF PROPERTY A T CUTCHOG VE � DWELLING TOWN OF ,S'O UTHOLD \ PUBLIC WATERIj SUFFOLK CO UNT�; \ , 1000-137-05-09 EL-21.7' \ / SCALE.- 1'=30 v �• / MAY 11, 2018 �9J�F®1�4C C.Z31J1d"C°l DEPAP`:Ild�iole ®� HEALTH SrRV1'CeES CMF ®22.8' � PERMIT Folz APPROVAL 07 CONS`CRUC�'lf?�l FOR�e E TEST HOLE DATA `s63y (AVe" �'® McDONALD GEOSCIENCE SINGLE: PAS i�.'fRESIDENCE 06116.1 ®® \ DWELLING 5/01/2018 EXIST. CP 70j 5 / _00 BE ABANDONED � gTFR ® �Al PUBLIC WATER EL. 34.3' . UN 2I `� aeF. / � 18"OAK a / BROWN SILTY AP:-ri.011ED �� 14"OAK SAND SM �ER3$�t'eO��a 18"OA yr \ FOR 6'c�A7C�iv� — � TREE UNE 0 14",ulocust �' E111}T I I:��fl I�.�"C C3 ' PPI��V ,�" / ��P6S .s �6�4" 20^pAK �fS 11"OAK OAK Wll 8"OAK O,22" locust EL=30.8' PROPOSE® SEPTIC SYSTEM 17"0 EX 11"OAK 14"OAKy51 15" pine I BROWN nNE TO (4 BEDROOMS) ' 11°;OAK 21"OANON WORKING MEDIUM SAND S PROP. 10'IIOAK 19"OAK EL-30.5' p��' I WELL 1-1000 GAL. SEPTIC TANK COVERED 7 t ra 1-89 X 12' DEEP LEACHING POOL N O F 16"locust RCH 9"maple HA/IVSEN LP t e"pin '�1 1 t"40VAK U01 � �. — — RAIN RUNOFF CONTAINMENT VACANT 333 0 w, '� E HOUSE WITH ADDITION. 1,405 Sq. Ft. 23.6 PR�Q���1 1 s"OAKS TO BE ATER n I 21' 1,405 x 0.17 x 1 = 239 Cu.Ft �° P 239/422 = 5.7 Vf 1� M1N �N 2' �0 pR0 A METER a g s' M E4�' SERV►CE 2 1*1 D ® NOTE. NO WATER Provide 1 DW 8'>� x 6' Deep= 6 VF g��gC c,('(• 17"OAK ° � DWELLING ENCOUNTERED Connected by Gutters & Leaders s�SIP � �° sd 1 j NpuSE �o� 69.2' ,E 1" oA z® I PUBLIC WATER FFt 362 \�,Ipl 10"OAK KEY � �sti�� � t���' ��� " �w FC 13 4 pfN 13" 9"pinuell� 9^°AK J O � P. STOOPA� .� m dei o Q = REBAR �,�d® ��� �o� J s• $$'u srEPs aE Ny ZA EX. WELL TO �� 8"OAK CJS O 3 c BE ABANDONED �E 11" OAK ® = WELL 0,3V& t_a G} EXIST CP 1n 20. 2 �(�13"OAK A = STAKE � �e BE ABANDONED �y S�R " ®8"°"K ® I 'r' n WI CP` FR G 8 111" OAK CMF ® = TEST HOLE FF�3 soN'3 9"locust EL-31.2' � ?�' � EL-33.5' CMF • = PIPE , 124,75 I EL=33.9' i. DWELLING � = MONUMENT —� — — �� S83;�51�20'�� I � PUBLIC WATER ,c�OF NE�g, = UTILITY POLE lb NF ELEVA77ONS REFERENCED TO NAVD 88 HA/NSEN EXISTING CPS TO BE ABANDONED TO SCDHS SPECS DWELLING PUBLIC WATER SOME TREES MAY NEED TO BE REMOVED IF EXPANSION OF DWELLING IS NEEDED IN THE rr� — FUTURE. NUMBER OF TREES REMOVED SHOULD BE LIM17ED TO THE MINIMUM EXTENT POSSIBLE. �' DWELLING I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE I PUBLIC WA SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct The location of wells and cesspools shown .'Ll NO. 49618 hereon are from field observations and or from data obtained from others. C NIC SURVEYORS, P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW (631) 765-5020 FAX (631) 765-1797 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. BOX 909 CER77RCA77ONS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR ARIA= 15,854 SO F1230 TRAVELER STREET COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.T. 88-734Y. 11971 �i RZECEIVED n a+,F `) QR m96afl SUFF9 G0°�IEALTH SERVICES DWELLING � SCDHS REF# •R10-18-0059 a N OfflCE OF INASTEWATER NGT. PUBLIC WATER , SURVEY OF PROPERTY A T CUTCHOG UE DWETOWN OF SO UTHOLD PUBLIC WATERLING SUFFOLK COUNTY, \ \ / 1000-137-05-09 ' EL=21.7' SCALE.- 1'=30 MAY 11, 2018 JUNE 3, 2019 (FINAL) _ CMF L=22.8' E,� SUFFOLK C4Uie1TY DEPARTMENT OF HEALTH SERVICES JUNE 20, 2019 ® JULY Y 22, 2019 (SCDHS COMMENT) SUFFOLK APPROVAL OF CONSTRUCTED WORKS FOR Ss`3�4' e4c ®® ' \ DWELLING TEST HOLE DATA A SINGLE FAMILY RESIDENCE 00�� �'glFR /� � \ PUBLIC WATER � / McDONALD GEOSCIENCE �3te_� H.S.Ref. ®.. - E o®s9 Z /,�S1 pq® \ , 4 5/01/2018 The se%zae disposal and wader supply fadl'itles at this loQigon have been N �) \ /' EL. 34.3' Inspected and/or cartilied by INS Depart.7ent r other agenvles and Found to O �/ BROWN SILTY be satisfactory FOR A NI (1!MU QF. DEDR4�O6'& D? TREE LINE \ \ SAND SM 0. Craig Knepper, P.E., Chief %";' F ELEC. $O, METER Office of Wastewater Management (��� 3'0X•�'DEEP EL=30.8' DWNON WORKWC EL=30.5' r ' t WELL BROWN F/NE TO MEDIUM SAND SP L DECK (n SEPTIC LOCATION HA/NSEN O 3� cK s 5 STEPS C rn _ _ -- wBw VCW VACANT v (/`� 8'OX4'DEEP ED®J7 I W — DW ATER I ST 38 17.6 o WALL e> f METER D or �L SSE w m 21 a d, LP 55' 20 ! ING ST CE $ CSF 5'�Z �o W 69.2' ® I PUBLICLLWATER NOTE NO WATER (3) N ENCOUNTERED KEY O = 80 98 r ��iPy (o 90 REBAR 9S✓�v °o��� U B ' ® = WELL0 3 s� H& ® I ® = STAKE v �.- GPR' I FEB 1 8 2020 ® Ar.5 CMF EL=31.2' = TEST HOLE CF 3EL=33.5' e = PIPE CMF �aaar 124.75 I _ . ® = MONUMENT _— _ _ — — EL=33.9 S83-5,1'20"WI I DWELLING I PUBLIC WATER 7D-) = U71LI7Y POLE I N/O/F ELEVATIONS REFERENCED TO NA VD 88 HANSEN EXISTING CPS TO BE ABANDONED TO SCDHS SPECS. DWELLING ql,°� OF Ne , PUBLIC WATER -I /yl� 0 SOME TREES MAY NEED TO BE REMOVED IF EXPANSION OF DWELLING /S NEEDED IN THE !AT. _`T� r FUTURE. NUMBER OF TREES REMOVED SHOULD BE LIMITED TO THE MINIMUM EXTENT POSSIBLE. DWELLING rfi, A PUBLIC WATER I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE °* s SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown �Ey 4'61 hereon are from field observations and or from data obtained from others. PE IC SUR 52 7 jR ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209OF THE NEW P.0. OX 90920 FAQ r�9 YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. BOX 909 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR AR.E4= 15,854 SO. FT. 1230 TRA VELER STREET 88_34 COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ' REScheck Software Version 4.6.3 Compliance Certificate Project OHL RESIDENCE ADDITION Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SOUTHOLD, NY ROBERT C TAST,ARCHITECT Compliance: 4.6%Better Than Code Maximum UA: 108 Your UA: 203 Maximum SHGC: 0.40 Your SHGC: 0.27 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 Gross Area 'Cont Assembly or Cavity U-Factor Perimeter Floor 1:All-Wood Joist[Truss:Over Unconditioned Space 521 30.0 0.0 0.033 17 Wall 1:Wood Frame, 16" o.c. i 528 15.0 0.0 0.077 30 Window 1:Wood Frame:Double Pane,with Low-E 92 0.290 27 SHGC:0.28 Door 1:Solid 20 0.400 8 Door 2: Glass 20 0.300 6 SHGC: 0.23 Ceiling 1:Flat Ceiling or Scissor Truss 521 42.0 0.0 0.028 15 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requir_ ents listed in the REScheck Inspection Checklist. �` c ber�G�ash ,tri a� �L14 1611 Name-Title Si natureatD e '(ERE D q9 eSR T C c'y N y NsmW Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 1 of 9 REScheck Software Version 4a ®3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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 Value Value Complies? Comments/Assumptions &Re .ID 103.1, 'Construction drawings and '❑Complies 103.2 'documentation demonstrate ;❑Does Not [PRI]1 energy code compliance for the building envelope.Thermal ❑Not Observable ; envelope represented on j ;❑Not Applicable construction documents. 103.1. Construction drawings and - :❑Complies 103.2, documentation demonstrate ;❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. , ❑Not Observable j ;Systems serving multiple ;❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2s on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual j or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below 10-1 grade. ,❑Not Observable ❑Not Applicable 403.9 :Snow-and ice-melting system controls,❑Complies [FO12]2 installed. ,❑Does Not :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 3 of 9 Section PlanFie Plains Verified ld Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re AD 402.1.1, :Door U-factor. U- U- :❑Complies See the Envelope Assemblies 402.3.4 ,❑Does Not table for values. (FRI]1 J '❑Not Observable ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UDoes Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 :F—]Not Applicable ; [FR2l1 U 303.1.3 U-factors of fenestration products; ;❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies [FR23]1 'installed per manufacturer's ❑Does Not l instructions. .❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ,❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/l.S.2/A440, ❑Not Observable ' or has infiltration rates per NFRC 400 that do not exceed code '❑Not Applicable ; limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ;❑Does Not and labeled to indicate:52.0 cfm .leakage at 75 Pa. []Not Observable :❑Not Applicable 403.2.1 'Supply and return ducts in attics ❑Complies [FR12]1 ,insulated >= R-8 where duct is ;❑Does Not >= 3 inches in diameter and >_ '[-]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 for<3 inches in diameter. ` 403.3.3.5 .Building cavities are not used as ❑Complies [FR15]3 ;ducts or plenums. ,❑Does Not :, :❑Not Observable , •❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- []Complies [FR17]2 above 105°F or chilled fluids ,❑Does Not below 55 QF are insulated to>_R- :3 ❑Not Observable ;❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 :piping. 1,❑Does Not V' '❑Not Observable ❑Not Applicable 403.5.3 :Hot water pipes are insulated to R- R- ❑Complies [FR18]2 '?R-3. ;[]Does Not ❑Not Observable ; ❑Not Applicable 403.6 Automatic or gravity dampers are, ❑Complies [FR19]2 ;installed on all outdoor air '❑Does Not intakes and exhausts. ❑Not Observable []Not Applicable i 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 4 of 9 Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .i® 303.1 'All installed insulation is labeled :❑Complies [IN13]2 dor the installed R-values ❑Does Not ;provided. '[-]Not Observable , :❑Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ',❑Complies ;See the Envelope Assemblies 402.2.6 ,❑ Wood ❑ Wood ❑Does Not :table for values, [IN1]1 Q Steel Q Steel ENot Observable Q ;❑Not Applicable 303.2, Floor insulation installed per ;❑Complies 402.2.7 'manufacturer's instructions and -'❑Does Not [IN2]1 in substantial contact with the i underside of the subfloor,or floor: t❑Not Observable ' 'framing cavity insulation is in °❑Not Applicable contact with the top side of ,sheathing, or continuous ;insulation is installed on the ; underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. s 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 11/2 of the ❑ Wood F-1Wood '[]Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;[]Not Observable [I1\13]1 ;exterior,the exterior insulation L) 'requirement applies(FR10). E] Steel F1 Steel ❑Not Applicable f 303.2 Mall insulation is installed per ;❑Complies [11\1411 ;manufacturer's instructions. ❑Does Not :[-]Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 6 of 9 Section. Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Pie .113 402.1.1, 'Ceiling insulation R-value. R- R- ❑Complies 'See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable , 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, 'Ceiling insulation installed per '❑Complies 303.2 manufacturer's instructions. []Does Not [FI2]1 :Blown insulation marked every ; 300 ft=. ,❑Not Observable . ❑Not Applicable 402.2.3 :Vented attics with air permeable :❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ;❑Complies [FI3]1 ;insulation>R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies ; [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 [FI4]1 cfm/100 ft2 across the system or - ft2 ft2 []Does Not <=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. 403.3.2 'Ducts are pressure tested to cfm/100 cfm/100 ;[D]Complies [FI27]1 :determine air leakage with ft2 ft2 []Does Not either: Rough-in test:Total ;leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ,❑Not Applicable ,w.g.across the system including ,the manufacturer's air handler ;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 handler enclosure. 403.3.2.1 ,Air handler leakage designated []Complies [FI24]1 'by manufacturer at<=2%of ;❑Does Not design air flow. ❑Not Observable :❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 •installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to �❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed :❑Complies [FI10]2 'on heat pumps. ❑Does Not :[--]Not Observable ;❑Not Applicable 403.5.1 Circulating service hot water ;❑Complies [FI11]2 'systems have automatic or :❑Does Not ;accessible manual controls. ;❑Not Observable '❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions & Req.ID 403.6.1 `.All mechanical ventilation system ❑Complies (F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. '❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ;❑Complies [FI26]2 through one-or two-pipe heating I ❑Does Not ,systems have outdoor setback :control to lower boiler water '❑Not Observable temperature based on outdoor ❑Not Applicable s temperature. 403.5.1.1 Heated water circulation systems ❑Complies (F128]2 have a circulation pump.The ❑Does Not ,system return pipe is a dedicated, return pipe or a cold water supply• ❑Not Observable pipe. Gravity and thermos- ;❑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 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 ,❑Complies [F129]2 !comply with IEEE 515.1 or UL -❑Does Not , 515. Controls automatically adjust the energy input to the _ Qntot Observable ?heat tracing to maintain the ;❑Not Applicable desired water temperature in the piping. 403.5.2 Mater distribution systems that ❑Complies [F130]2 ,have recirculation pumps that '❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ;❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls ;that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 ;Drain water heat recovery units :❑Complies [F]31]2 tested in accordance with CSA '❑Does Not 1355.1. Potable water-side pressure loss of drain water heat f `❑Not Observable ' recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units <2 psi for ; individual units connected to ,three or more showers. 404.1 :75%of lamps in permanent ' '❑Complies [F16]1 fixtures or 75%of permanent ;❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; lighting. ;❑Not Applicable ' 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. + ,❑Does Not '❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ;❑Complies [FI7]2 ;❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for '❑Complies [FI18]3 ;mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: OHL RESIDENCE ADDITION Report date: 05/21/18 Data filename: C:\Users\rct\Desktop\ohl submit\RESCK.rck Page 9 of 9 '0'""15 z IECC Energy Effidency Certificate sRating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): D.. Window 0.29 0.28 Door 0.40 0.23 �Heating&Cooling.Equipment Heating System: Cooling System: Water Heater: Flame: Date: Comments 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-81 06 July 11, 2018 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Att: Amanda Nunemaker RE: Ohl Residence Alteration Cutchogue, Town of Southold, NY Dear Ms. Nunemaker. Thank you for bringing the revision to Nailing Schedule and Strapping Designation to my attention. As a result, I am issuing this addenda to the Owner for distribution to contractors as follows: Drawing A-A: Climatic & Geographic Design Criteria; Revise Wind Speed to 130 MPH Prescriptive Design Limitations: Revise Respective systems to 2015 Edition W FCM Guide for 13MPH, Exposure B. Drawing G-1: Revise Nailing Schedule Exposure B and Strapping Details with subsequent Nail locations to respective nailing, strapping and location requirements as per 2015 Edition WFCM Guide for 13MPH, Exposure 0 . These revisions form a part of the Contract Documents and can be found in the 2015 Wood Frame Construction Manual. .�,jED 4,rC m erely, � RT c r� '� e � A o Robert C. Tast, Architect ' ;`9�F' 010132- OF 10132OF NEV V APrRqVED AS NOTED ;DATE: B.P:# oQ h3 ELECTRICAL FEE: D gy; INSPECTION REQUIRED- -NOTIFY.- BUILDING DEPAR TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE - . TRUSS PLACARDING REQUIRED 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ;f P�`( y dMTIF16ATION YORK STATE. NOT RESPONSIBLE FOR F�� . jj'R LATENT BEFORE_ DESIGN OR CONSTRUCTION ERRORS. C�,t*ICATE OF 06CUPAN1- Y �OlDt R-1JSED IN WATER COMPLY WITH ALL CODES OF o�F i� LEAD. _4 NEW CANNOT NEW YORK STATE & TOWN CODES r--y., '- -r AS REQUIRED AND CONDITIONS OF �@EfFkFklAl�>�9WI `1 ` rNO' SUU s ,AL,Lt1n PLUMBING WASTE ES "'=W ATER LINES NEED BEFORE COVERING OCCUPANCY OR USE IS UNLAWFUL Mower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCY testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PRESCRIPTIVE DESIGN LIMITATIONS: ABBREVIATION,:) , ATTRIBUTE LIMITATION REFERENCE SEE PROPOSED PROP05ED ADDITION AND A RATION SECTION FIGURE MAX. NUMBER OF STORIES 3 FLOOR SYSTEMS LUMBER JOIST SPAN 26' 3.1.3.2a 1 0-5" .- JOISTS J015T SPACING 24" 3-1.3.2b 16" CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWALL OR NON-5HEARWALL D" 3.1.3.2c 2.I a,d NA 01L R "L s D L A CANTILEVERS-SUPPORTING NONBEARING 5HEARWALL OR NON-5HEARWALL L/4 3.1.3.2c 2.1 b NA A/C -AIR CONDITIONER. CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWALL 4D 3.1.3.3d 2.1 c,e NA ADJ. -ADJACENT AFF. -ABOVE FINISf1LD FLOOR FLOOR VERTICAL FLOOR OFFSET D 3.1.3.2d 1.3 NA DIAPHRAGMS FLOOR DIAPHRAGM ASPECT RATIO 4:1 3.1.3.2e 1.6 1.33:I TOWN Of 5OUTHOLD 5Uf fOLK COUNTY, NEWYORK ALLOW. -ALLOWANCE FLOOR DIAPHRAGM OPENING LE55 OF 1 2'OR 3.1.3.2f 1.7 NA ALT. -ALTERNATE 50%OF DIMENSION ALUM -ALUMINUM WALL SYSTEMS A/P -AS PER WALL STUDS LOADBEARING WALL HEIGHT 10, 3.1.3.3a - 9'-0" B GENERAL SYMBOLS NON-LOADBEARING WALL HEIGHT 20' 3.1.3.3a 91-01 CODE NOTES BATT. -BATTEN WALL STUD SPACING 24" 3.1.3.3b 1 G" BLDG. -BUILDING SHEARWALL5 5HEARWALL PLAN OFFSET 4' 3.1.3.3. 1.2 NA 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE C 5HEARWALL SEGMENTS A5PECT RATIO 3 112:1 3.1.3.3e 1.5 1.33:1 PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL AREA OF ADDITION = 521 SF N0' CJ -CEILING JOISTS ROOF SYSTEMS CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE SECTION MARK WORK. sneLr CT -COLLAR TIES LUMBER RAFTER SPAN(HORIZONTAL PROJECTION) 2G' 3.1.3.4a 9' REFERENCE STANDARDS: CANT. -CANTILEVER RAFTERS RAFTER5PACING 24" 3.1.3.4b 16" 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITh THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST EXHAUST FAN OR MOTOR Residential Code of New York State CL. -CLOSET LESS OF 2'OR RAFTER 3.1.3.4c 2.If EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. OVERHANG LENGTH LENGTH/3 1 G Wood Frame Construction Manual AF PA CELL. -CEILING 16;12 CLR. -CLEAR ROOF SLOPE FLAT- 12:12 3.1.3.4d 3. ALL REQUIREMENTS SPECIFIED IN THE CODE 51-'ALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. Climate Zone: 4 C.O. -CLEAN OUT ROOF 4:1 3.1.3.4e I.G THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE FLOOR LINE ROOF DIAPHRAGM ASPECT RATIO I.4:I Degree Days: 5750 COL. -COLUMN DIAPHRAGMS MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 5PECIFICALLY REQUIRED BY CODE. CONC. -CONCRETE 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE SID® SMOKE DETECTOR DESIGN LOADS: CPT. -CARPET BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE CT. -CERAMIC TILT OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, ALONG WITH UNDATED FINAL SURVEY. ®CO CARSON MONOXIDE DETECTOR Rooms other than Sleeping Rooms: 40 psf Sleeping Rooms: 30 psf DBL. -DOUBLE 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOP,CLARIFICATION. DIA. -DIAMETER G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, 177-77-771 CONCRETE Handrails: 200# Roof: 20 psf ground snow load DIST. -DISTANCE SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. DN. -DOWN Basic Wind Speed: 120 mph DW. -DISHWASHER 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS III-III-III EARTH DWG. -DRAWING CLIMATIC GEOGRAPHIC DESIGN CRITERIA REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. Dead Loads: 10 psf E GROUND WIND SEISMIC WINTER ICE SHIELD SUBJECT TO DAMAGE BY UNDERLAY- FLOOD 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. INSULATION DEFLECTION LIMITS: EA. -EACH SNOW (SPEED IN DESIGN WEATHER- FRO5T LINE DESIGN MENT HAZARDS 1 EP. -ELECTRICAL PANEL LOAD MPH) CATEGORY ING DEPTH TERMITE DECAY TEMP. REQUIRED 9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING Rafters with no finished ceiling attached: L/ 180 EQ. -EQUAL N/A PER MOD. TO SLIGHT TO CODE AND INSTALLATION. Floors: L/ 3 G EQUIP. -EQUIPMENT 20 P5F 120 8301.2.2 SEVERE 3'-0' HEAVY MODERATE I I° YES x POROUS GRAVEL FILL EXIST. -EXISTING I FOUNDATIONS * CONCRETE EXT. -EXTERIOR 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE RIGID INSULATION F PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE EAI. -FRESH AIR INLET(INTAKE) LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH G X G 10/10 W.W.F UNLESS NOTED. �;, ROUGH WOOD FD. -FLOOR DRAIN 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER FF. -FINISH FLOOR ENERGY CONSTRUCTION CODE AIR BARRIER � I NSU LATI ON NOTES CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. :i%/� FINISH WOOD FIN. -FINISH PLG. -FLOORING 3. SOIL BEARING CAPACITY ASSUMED AT I TONS/SF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AT LEAST THAT CAPACITY. FLUOR. -FLOOD, CENT TABLE 111402.4.1.1 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51.CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. NrA,;LI NG SCHEDULE DRAWING INDEX FP. -FIRE PROOF AIR BARRIER AND INSULATION[NSTALLATIOLY FG -FIBERGLASS 5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM AG 15-GO; REINFORCEMENT SHALL (A5 PER 2001 WFCM TABLE 3.1) FP5C -FIRE PROOF SELF-CLOSING COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA CONFORM TO ASTM A155 AND A82. G A CONTINUOUS AIR BARRIER SHALL BE INSTALLED NUMBER OF NUMBER OF GA. -GAGE IN THE BUILDt S IR BAR LERPE. G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI JOINT DE5CRIP]ION COMMON NAILS BOX NAILS NAIL SPACING A-A TITLE SHEET GALV. -GALVANIZED GENERAL REaUIREMENTS THE EXTERIOR THERMAL.ENVELOPE COtvTAINSA AIR-PERMEABLE INSULATION SHALLNOTSEUSED BUILDINGS CODE, ACI 318, AND MANUAL ACI 315. ROOF FRAMING A-I FOUNDATION PLAN GL. -GLASS CUP11IENU0LVi A1R yAMIER_ A}A SEAL114b FAAI EKIAL CARPENTRY RAFTER TO TOP PLATE(TOE-NAILED) (TABLE'a ' 3-8d 3- 10d PER RAFTER A-2 FIRST FLOOR PLAN GYP BD. -GYPSUM BOARD BREAKS S OR JOINTS iIR'THE AIR HARRIER SHALL BE SALE1 . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. CEILING J015T TO TOP PLATE(TOE-NAILED) (TAPLE 3.4A) 3-Sd 3- 10d PER J015T H SEA-3 ROOF PLAN 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE #2 OR BETTER DOUG-FIR, FB= 1450 P.S.I. AND E = 1 ,700,000 P.S.I. UNLESS OTHERWISE CEILING Jo15TTOPARALLeLRAFTER(FACE-NAILED)(HEEL JOINT) HDR. -HEADER THE AIRSARRIERINANYDROPPED CEILING/SOFFIT IG'O.C.RAFTER 3:12 IO- IGd 10-40d A-4 EAST WEST ELEVATIONS HM. -HOLLOW METAL SHALL BE ALIGNED WITH THE INSULATION AND ANY INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIRFB WITH = 1450 P.S.I.. SLOPE: 4:12 a- IGd 8-40d (TABLE 3.9A) EACH LAP HD -HOLD-DOWN STRAPPING CEILING ATTIC GAPS IN THE AI'R BARRIER SHALL BE SEALED. THE INSULATION IN ANY DROPPED CEILING/SOFFIT 5:12 G- !Gd G-40d / 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTE!2,OR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE 7:12" 5 IGd 5-40d A-5 NORTH * SOUTH ELEVATIONS HB -HOSE BIBB (NON-FREEZE) ACCESS OPENINGS,SROP DOWN STAIRS OR KNEE SHALL BE ALIGNED WITH THE AIR BARRIER. LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF 9:12 AND GREATER 4- I Gd 4-40d HVAC HEATING VENTILATION AIR CONDITIONING WALL DOORS T01-- ICONDITIONEDATTICSPACES THE AMERICAN PLYWOOD ASSOCIATION. CEILING J015TLAP5OVERPARTITION(FACT-1, ED) A-G SECTIONS I SHALL L BES SEALED. RAFTER SLOPE: 3:12 I O- IGd 10-40d INSUL. -INSULATION 4. WOOD STRUCTURAL MEMBERS IN CONTACTWITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE (-ABLE 33A) 4:12 8- IGd 8-40d G-1 GENERAL INFORMATION CAVITIES WITHIN CORNERS AND HEADERS OF 5:12 G- I Gd G-40d EACH LAP INT. -INTERIOR CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. FRAME WALLS SHALL BE INSULATED BY G 7:12 5 I Gd 5-40d L BARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL 9:I2AND GREATER 4- IGd 4-40d LAM. -LAMINATE THEJUNCTION OFTHE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL COLLAR TIE TO RAFTER(FAC�-NAILED) LAV. -LAVATORY WALLS PLATE SHALL BE SEALED. MATERIAL WAVING A THE RMAL RESISTANCE OF R- RAFTER SLOPE: 3:I2 3- I Od 3- 10d LD'R -LEADER (ALUM. U.O.N.) THEIUNCTION OFTHETOP PLATE ANDTHE TOP Of 3 PER INCH MINIMUM. DE51GN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE (TABLE 3.GA) 4,12 2- IOd 2- IOd WITH ALL FASTENINGS, ANCHORS, BLOCKING, 6RDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS 5:12 2- IOd 2- 10d PER TIE M EXTERIOR*uVALLSSHALL BE SEALED. EXTERIORTHERMALENVELOPE INSULATION FOR CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND G:12 AND GREATER 2- 10d 2- Iod MAX. -MAXIMUM KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW BLOCKING To RAFTER(TOE-NAILED) 2-8d 2- Iod EACH END MFG'R. -MANUFACTURER SUBSTANTIAL CONTACT AND CONTINUOUS YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE MISC. -MI5CELLANLOU5 ALIG14MENT WITH THE AIR BARRIER. FURNISHED IN ADEQUATE NUMBER AND SIZE. RIM BOARD TO RAFTER(END-NAILED) z- IGd 3- IGd EACH END M.C. -MEDICINE CAF3INET WALL FRAMING 1 N THE SPACE BETWEEN WINDOW/DOOR JAMS AND G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF - WINDOWS,SKYLIGHTS AND DOORS FRAMING AND SKYLIGHTS AND FRAMING SHALL BE Bn eD ON T FANELN6 Na Eo ' MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: TOP '�S•o.c.ATPANELEDGE) 2-IGd I 2- IGd PER FOOT NA. -NOT APPLICABLE SEALED" TOP PLATE5 AT INTERSECTIONS(FACE-NAILED 4- IGd 5- I GC JOINTS-EACH SIDE NIC -NOT IN CONTRACT RIM JOISTS RIM JOISTS SHALL I NCIIJDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND NUMBER DATE RI=MARKS NTS. -NOT TO SCALE , E SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. STUD TosruD(FACE-NAILED) z-IGd z- IGd 24•o.c. _T FLOOR FRAMING CAVITY INSULATION SHALL BE - O "OC ALONG EDGES C c A.I.A.INSTALLED TO MAINTAIN PERMANENT CONTACT B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO IOD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH HEADER TO HEADER(FACE-NAILED) I Gd I Gd I GBERT C. T�rST, �'"� OC. -ON CENTER WITH THE UNDERSIDE OF SUBFLOOR DECKING OR METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. TOP OR BOTTOM PLATE To STUD(END-NAILO) 2- IGd 2-40d PER 2x4 STUD , 3- 16d 3-40d PER 2xG STUD ARCHITECT u OPNG. -OPENING ARCHITECT ODP. -OPPOSITE FLOORS(INCLUDING ABOVE GARAGE FLOOR FRAMING CAVITY INSULATION SHALL BE C. PROVIDE SOLID SURFACES AT LEAST I-I!4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, (BFOTTO MI LAEED) O FLOOR J IST,SHEBAND I'Tp QJGOY155TORBLOCKING O.C.AT PANEL EDGE) 2- IGd 2- IGd PER FOOT AND CANTILEVERED FLOORS) THE AIR BABBLER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP ETC.. FORM SURFACES WITH FRAMING MENDERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT RI V OSTR�ND�i1 �1/�NU� P FLOOR FRAMING RI�/ERHE,4D, NY 11C101 PNL. -PANEL EXPOSED EDGE Of IIdSUTAT10111, SIDE OF SHEATHING, OR CONTINUOUS EACH END. PREFAB. -PREFABRICATE INSULATION INSTALLED ON THE UNDERSIDE OFD. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED PRESS. -PRESSURE SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. BRIDGING TO J015T(TOE-NAILED) 2-8d 2- [Od EACH END PROP. -PROPERTY BOTTOM TO THE TOP OF ALL PERIMETER FLOOR PT. -PAINT FRAMING MEMBERS. E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE BLOCKING TO JOIST(TOE-NAILED) 2-8d 2- Iod EACH END POCK -POCKET (DOOR) EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR AND AS NOTED HEREIN. BLOCKING TO SILL OR TOP PLATE(TGE-M6 FD) 3- 16d 4- IGd EACH BLOCK Q CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR I NSU LATION, 1NSULATION SHALL BE (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. LEDGER STRIP To BEAM(FACE-NAILED) 3- I Gd 4- I Gd EACH J015T -QUARRY TILE J015T ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3- 10d PER JOIST PROPOSED ADDITION AND ALTERATION QT. RETARDER WITH O�J'�IiLAPP11'!G JOINTS TAPED. PERMANENTLY ATTACHED THE CRAWLSRAGE R WALLS, (2) FRAMING TO SUIT WORK OF OTHER-RADES. -- DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE BAND J015T TO J015T(END-NAILED) 3- IGd 4- IGd PER JOIST OHL RESIDENCE R. -RISER (3) PROVIDE SOLID BEARING FOR FULL\VI DTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. CUTCHOGUE, TOWN OF 5OUTHOLD BAND JOIST TO SILL OR TOP PLATE(TOE-VLED) 2- IGd 3- IGd PER FOOT I RCNY5 -RESIDENTIAL CODE OF NEW YORK STATE SHAFTS,PENETRATIONS SHAFTS OPENING TO EXTERIOR OR -- SUFFOLK COUNTY, NEW YORK REINF. -REINFORCE UNCONDITIONED SPACE SHALL BE SEALED. F. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; R O O F 5 H E AT H I N G REQD. -REQUIRED BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, STAGGER JOINTS. REV. -REVISION STRUCTURAL PANELS: � PANEL INTERMEDIATE NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY (TABLE 3.8) EDGES SUPPORTS KM. -ROOM 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL JOIST. INTT:RRZONE 8d Iod 4" G. RR -ROOF RAFTERS INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVI TY SPACE. 8. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. PEI:iI,1pEDGE ZONE 8d Iod 4" 4" cJ RAY GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATION GABLE ENDWALL ,E WITH LOOKOUT 151M 8d Iod 4" 4" SAN. -SANITARY SD. -SMOKE DETECTOR GARAGiEANDCOND 1 )NE-0SPACES. SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR BARRIER S- If I L I NG 5H E A T H I N G TITLE 5H EET 5F. -SQUARE FOOT (FEET) I RECESSED LIGHT FIXTURES INSTALLED IN Tilt RECESSED LIGHT FIXTURES INSTALLED IN THE SURFACE EXPOSED TO HEATED SURFACES. SL. -SLIDING (DOOR) RECESSED LIGHP.NG BUILDING THEFLMA.L ENVELOPE SHALL BE SEALED BUILDING TH ERIVIAL ENVELOPE SHALL BE ATR GYPSUM WALLBOARD 5d COOLERS sd cooLE 7"EDGE/ 10"FIELD , I 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE WALL 5 H E A T I-i I N G T i TO THE DRYWALL TIGHT AND IC RATED. DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. - T -TREAD BATT INSULATION SHALL BE CUT NEATLY TO FIT STRUCTURAL PANEL INTERMEDIATE TSG. -TONGUE AND GROOVE AROUND WIRING AND PLUMBING IN EXTERIOR 1 1 . ALL MATERIAL SHALL BE INSTALLED AS PER M?,NUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. PANELS/HARDBOARD EDGES SUPPORTS (TABLE 3.9) INT'DR ZONE 8d I Od 6" G. TOS. -TOP OF STEEL PLUMBING AND WIRING WALLS,OR INSULATION THAT ON INSTALLATION 4'tff ZONE 8d I Od G' G" DRAWING PREPARED MAY 12018 TOW. -TOP OF WALL READILY I IO AVAILABLE 5P6GE SHALL TYP. -TYPICAL EXTEND BEHIND PIPINGAND WIRING. I'd QwOdd pa-o eIS "f'� FIBERBOAP,D PANELS:7/1G' Gd3 SCALE: AS NOTED T.O. -TRIMMED OPENING 3"EDGE/G^FIELD THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND 25/32" 8d 3 3"EDGE/G"FIELD U SL#OWER{TUB ON EXTERIOR IJI�ALt ADIJACENTTO SHCWERS AND TUBS SHALL TUBS SHALL IBE INSULATED. Ay ��� JOB NO.: 2005 055 I C� ��/�/���/ �/.I �� � GYPSUM WALLBOARD Sd COOLERS 5d COOLERS 7'EDGE/ 10"FIELD UL. -UNDERWRITERS LABORATORIES i`�7"� I {{!! `"�� , g' U.O.N. -UNLESS OTHERWISE NOTED SEPARATE THEM FIaOP�I THE SHOWERS AND TUBS. V ELECTRICAL/PHONE BOX ON EXTERIOR THE AIR BARRIER SHALL BE INSTALLED BEHIND FLOOR 5 H E A T H I N G VCT. -VINYL COMPOSITION TILE WALLS ELECTRICAL OR COMMUNICATION BOXES OR AIR•- � .vi�� ,� STRUCTURAL PANELS: DRAWING NO. Frio A /�� � /�I (^ OR l F.55 Sd Od 6"EDGE/ 1 2"FIELD / VIF -VERIFY IN FIELD SEALED BOXESSHA,LLBEINSTALLED, +t'�'�r J /v/ /IJ /cu fti-l< GREATER THAN I' IOd 6d 6"EDGE/G"FIELD W HVAC REGISTER BOOTS THAT PENETRATE BUILDING reu ire al NAILING NOTES W/ -WITH HVAC REGISTER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE I. NAILING.RCOUIREMUIT5 ART:13ED ON WALL 5HEATIII19G NAILED C'ON CLNTLK AT THE PANEL ED01. IE WALL SHWHING 15 c�`'. F N t W� y", 4 WWF -WELDED WIRE FAE3RIC SUBFLOOR OR DRYWALL. MEIMBERSOSHALLNBE DOUBLECJR ALDERNAOTE aONNEC ORS,SIUCH AS SHEAR PLATES,SHRAELLQBERUSED TO MOAINTAINGTHE�L 4'j' 4,Q'G CHApZ'J.- WHEN REQUIRED TO BE SEALED,CONCEALED FIRE g r . WP -WATERPROOF LOAD PATH. Q SPRINKLERS SHALL ONLY BE SEALED IN A MANNER 2. WHEN WALL SHEATHING IS CCIINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE 5 `x' �� -" PERMITTED TO BE REDUCED T'1 - IGd PER . FOOT .,.,_;vn{. A A CONCEALED SPRINKLERS THAT IS RECOMMENDED BYTH E MANUFACTURER. 3. CORROSION RESISTANT I I GAF ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED;VERIFY WITH RESIDENTIAL BUILDING ' ` ` CAULKING OR OTHER ADHESIVE SEALANTS SHALL CODE OF NEW YOKK FOR A(Y)IIIONAL REQUIREMENTS. NOT BE USED TO FILL VOIDS BETWEEN FIRE 4. ALL QUANTITIES ARE BA5E00 N IG"OC SPACING FOR RAFTERS,JOISTS AND STUDS. " 5. FOR ROOF SHEATHING WITHIII 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF NO SPRINKLER COVER PLATES AND WALLS OR CEILINGS. PEAK,THE 4 FOOT PEP.IMETU EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ',G/ '� l F f. , AKS'. G. FOR WALL SHEATHING N^iHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES AT TACHMENT REQUIREMENTS 5HALL BE USED. A 441-71 / 41-1 211-211 191-411 ol 51-011 141-4-1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 F 8" 0 CONC. PIER W TH 2'-0" x 2'-0" x I '-G" fOOTI N G TO REST UP I X ON UNDISTURBED 5OIL MIN. II 3'-0" COVER TYP. EXISTING CELLAR ACCf55WAY - -- - ---- - - -- -- - - -- - —HD— (2) 2x8 I � J - - L!V—Ir- - - -- - - - - - - - - - - - — - Lu EXISTING DOORWAY uj x x 5AWCUT EX15TING c\I FOUNDATION WALL FOR 3'-0 xG'-8" OPG L 7 c\j I 2x6 LEDGER 2x8 F.J. @ L. F, 2xG F.J. @I Gil O.C. .\ 'IV Ln REMOVE EXISTING xi I G" O.C. WINDOW 2x 10 F.J. i i t TREATED NJ PRE55URE I G" O.C. —Fil TREATED j CELLAR I EXISTING'�-8` 0 CONC. PIER TO REST ON (4) 13" x I I-Ll' LVL L -- - UND15TURBED 501L MIN. 3'-0" -- - - -- - - - - - - - - - - - - 4 4 COVER Typ. In ' L3EAM POCKET TYP. SEE DETAIL ON SHEET G-I 0 Ix G1_8 ' ' OPENING I - - - - - - - - - - -j I CELLAR — — — — — — — — — — — — — — — — — — — — — — 4" CCNC. 5LAE3 WITH GxG, 10/10 WWF REINFORCING _j LATTICE SCR 2x 10 F.J. CRAWL SPACE i I I I __j 12 0.C. 2813 t3A5EML--NT ol EXISTING 1 1 1 1 I I I I J WINDOWS TYf'. Of 3 0 X 0 NUMBER DATE Lu -1 REMARKS I Gl-511 1 4]0" I ROBERT C. TASTE A.I.A. 2xe F.J. @ M 1011 O.C. ARCHITECT PKE.55UPT I- - - - - - - - - - - - - - - - - - — 6520 05TRANI�)ER AVENUE 8" CONC. FOUNDATION WALL H TFFATED 11 �p, G x 8" CONC. FOOTING _p RIVERHEAI��, NY' 11101 L- — — — — — — — — — — — — — 651-5c1cf-5106 F (051-721-1244 ------ 13 ir. I— HD® S ol A-G <) lz 0 LU c 0 + (D LL_ 0 co 2 � f-APERED CONCRETE(2) 2x8 N a__ (222x8_ I E R 1PROP05ED ADDITION AND ALTERATION =77- N OHL RESIDENCE 41-0" 1'-8" el -8" 41-011 CUTCHO&UE, TOWN OF SOUTHOLI;) L SUFFOLK COUNTY, NEW YORK A A-G 41 11-811 211 41-011 le 51-011 41-0" 7-2'211 7-2L v le FOUNDATION PLAN 40 411 Of 171-91- 541-711 DRAWING PREPARED MAY 1, 2015 SCALE: 1/4', =r-o" FOUNDATION PLAN jO5 No.: 2005055 SCALE 114" = P-0" DRAWING NO. O F fvvw t.14,fz I _54 A- I REMOVE EXISTING A WINDOWS f- INSTALL DOORS A-G A/,OWNER. 54'-7" 2 1'-2" 19'-4" 101-011 A-_ Ppp ox• SETBACK UN 3'-4" G 8 I / I EXISTING WING WALL BEDROOMo EXISTING 8'-0 3-4 31-4" \ I EXISTING BASEMENT BEDROOM \\\ I E55 HATCH EXISTING 5D \ -- - - RAILING \\ N \ / \\ i v 1 0 \\ SD C AR U \\ I OAS FAM I LY ROOM N I SELECTEDD BYI NG OWNER - z EXISTING 4„ _ I z I O 1 � 16'-8" � 14'-O" � --, 4'-' 1 - - J 1 �- Ei _ _ EXI T. RIDGE _ REMOVE EXISTING 2x 121 RIDGE �_ �o o 2x8 WINDOWS 4 / B 19K"0 OM x - (2) I - L — — w cc� w INSTALL DOORS 5D oC U /-FLOOD AS PES?OWNER I DECK �' /pl �\ Q A/P OWNER O oC � �," GYF . WALLS *OILING Lu / laJI \ — CJB�jE OLD AS SELE6T\ BY 1 00 � 24 1NI \ � /// oI " O.C. \� o c0 I LkIX, SDOO6 R. . I 2xG R.B. 0S�.G. IG" O_ = - - - - - - _ I - `° I EX TING I 1 In m I I O IO oil 1 J '�' I > CUSTOM - I SHOWER m I l I I - BASE I i I Imp o I In 1 I 4x4 POST EACH SIDE I 1 — F �`�� I = I 1 N I I I ILn - - - - 4x4 POST 2868 4 17'-5" 4 0 7'-9" 14" 9.01 4" BATH N m N I -CERAMIC TILE FL00 BASE _ REMOVE 1 -50 CFM EXHAUST FAN �EXI5TING WALL I i -M.R. GYPSUM BD. N DINING ROOM - LIVING iROOM = _ I � o x EXISTING (FLOOR A51 PER OWNER p in N UP 4R1 - /2 GYP. WALL5 * CEILING cX v p -BA5EMOLfb A5 o m i N g SELECTED IDY OWNER NUMBER DATE REMARKS in v 2x 12 R.R. I 2x 1 2 R.K. Q 4x4 POST EACH SIDE �I) @ 16 0.C. 2x I J @ 16" O.C. I i " �/ (2) 14" x I I �" LVL 1 O N ROBERT C. TAST A.I.A. -- — ARCHITECT -__._ _ - � 4x4 POST I - - — — — — — —�T I 620 05TR,4NDER AVENUE REPLACE EXIST. WIN OWS { N B _' -__.._. ._ I RISE „� 1 B RIVERHEAD, NY II�fOI m A-G 1 `} COV RED A"G 631-SaQ-8106 F 651-'127-1244 — OLO N' _ Ln / tV " 0 8'"T op -3" 51_Gl 0.. I I 8" 3'-0" X -4_22" PO I-I 4-2�.. 3'-Ot N / N n In NOTE: �r (�f PROPOSED ADDITION AND ALTERATION ALL PROPOSED OPENINGS TO 8"O CO MN5 AS SELECTED GUTGHOG HL TO 51PENCE SOUTHOLD RECIEVE (2) 2x 10 HEADER / BY OWNER TYP. OF 2 U.O.N. SUFFOLK COUNTY, NEW YORK / i 4'-0" k 4'-1 1" 7'-1 1" I I" 4'-0" 41 4'-I" 5'-0" 13'-9" 25'-9" 6'-O" / FLOOR PLAN 54'-7" FI R5T FLOOR PLAN ROOF DE51GN LOAD LIVE LOAD = 30 P5F ��PG SCALE : 114" = 1 '-0" DEAD LOAD = 10 P5F DRAWING PREPARED MAY I, 2018 CEILING (ATTIC LIMITED STORAGE) �O� 5GALE: I/4" =I.-0" LIVE LOAD = 20 P5F Pe A-6 JOB NO.: 2005 055 DEAD LOAD = 10 F517 - DRAWING NO. 1 4� �,rfC�A,oF 'r-tsTa`r`Cr' A PROVIDE ICE WATER A-> SHIELD AT PERIMETER VALLEYS 71 Fm 171 Fm 171 T1 ITU ICRICKET CHIMNE`11=-= ARCHITECTURAL SHINGLES OVER 30# FELT - PROVIDE 1 ic-, t- WATER 5HIELD AT Roof 4" VTR FX15TINC-_4 PROPOSED PERIMETERVALLEYS NEW BATH 4" VTR FIXTURES AS SELECTED BY Roof mZ1 00 - II �00 OWNER 2 --------- oo = MOVE EXISTING ROOFING �_ - .GQ/ - ' T AND REPLACE WITH1 112" 2' ARCHITECTURAL 5HINGLE5 1 112 Jl— 0000 OVER 30# FELT - PROVIDE ICE ,E 00 WATER SHIELD AT PERIMETER 7- DW VALLEYS =T-CONTINUOU5 RIDGE VENT (TYP.) RS FLOOR FIRST FLOOR o ol FAT 1 1 3 2# I NN o o o o 0 0 00 0 00 EXISTING 0 0 II I PLUMBING 0 0I I SYSTEM - o 0 Al 0 0 0 VERIFY IN A TO SANITARY C.O. CELLAR SEWER EXISTING 4'EHCI HOUSE TRAP WASTE RISER DIAGRAM Z { i (( f" SCALE NTS Lu I IIS E o ; l I I � II I uj (n II D 0 I II 0 9 = I I I I; I j � ARCHITECTU1,V1 5MNSLE- K- IIX OVEP, 30# fEL - 1i l ' ICE t- WATER I Al Ij PERIMETER L ( i l A& NUMBER PATE REMARKS [3 E 3 ROBERT C. TAST, A.I.A. T L _CELLAR ARCHITECT 620 05TRAN7ER A\/F-NUE RIVERHEAI7, N-i- 11c101 631-5c1cf-5106 F 651-727-1244 !Ei Bm — — —— —— — - —————— — — — — — — PROPOSED ADDITION AND ALTERATION OHL RESIDENCE OUTCHOrvUE, TOWN OF 5OUTHOLD � A & SUFFOLK COUNTY, NEW YORK A-G K00f PLAN K00f PLAN SCALE 114" = 1 '-0" DRAWING PREPARED MAY 1, 2015 50ALE: 1/4" =1'-0" JOB NO.: 2005055 DRAWING NO. A-3 ALIGN RIDGE I " x 2" TRIM BOARD (TYP.) CONTINUOUS I " x G" RAKE BOARD (TYP.) RIDGE VENT TYP. - I " x 2" TRIM BOARD (TYP.) ARCHITECTURAL SHINGLES -- ------ OVER 30# FELT- PROVIDE ICE * WATER SHIELD AT PERIMETER VALLEYS - - 12 I G± P403 1 x 8 CONTINUOUS FREEZE BOARD I " x G" TRIM BOARD (TYP.) - - -- -- - SIDING AS SELECTED BY OWNER OVER "TYVEK" - � RAILING STYLE AS HOUSE WRAP- TYP. \ \ SELECTED BY OWNER EXI5TIN_G_T. Ell, - REMAN G" CORNER - i i DECKING AS PER OWNER BOARD (TYP.) - --- - - - ----' ---- ------ _ I - - ---- -- - -- 1 FIRST FLOOR - _- - 11 [In—, -Lil- -= 0 GRADE <, I I VINYL CLAD I I I I I CUSTOM COLUMNS A-5 EXISTING FOUNDATION i I I WINDOWS (TYP.) i i i i DIRECTED BY OWNER I I I ( I I o WALL CULTURED STONE I (COLOR AS SELECTED BY OWNER) I p EXISTING BASEMENT SLAB I I I B - T - _ - - - - - - . - - -- - - - - - - .-_ - - ._._. -. - - - � - - - - - - - - - - - - - - - - - EAST ELEVATION SCALE : 1/4" = 1 '-0" CONTINUOUS RIDGE VENT TYP. -............__. NUMBER DATE REMARKS ROBERT C. TAST ---^_ - - - ARCHITECT __. _____-- 620 05TRANDER AVENUE ARCHITECTURAL SHINGLES - ----- RIVERHEAD, NY I IQ01 OVER 30# FELT- PROVIDE ICE AS - __ - 631-SQQ-8106 F 631-12-7-1244 WATER SHIELD AT 5ELECILu PERIMETER 4� VALLEYS -- -- EXISTING TO-----'-- __- -- ---- REMAIN ---------- - I ".x G" TRIM BOARD (TYP.) -- - VINYL CLADS OHL RE5IDEN0E -� __-_-_ _.__._...___ __ GUTGHOGUE, TOWN OF 5OUTHOLD FWINDOWS -- ---- ----------------- -- RAILING STYLE AS ----- ---- -- 6" CORNER SUFFOLK COUNTY, NEW YORK SELECTED BY OWNER -- BOARD (TYP.) -- ----------------------- - - EXISTING DECKING AS ACCESS PER OWNER DOOR TO CELLAR. _. EXISTING TO__v---.._. --- --- REMAIN _ --- - ---- - - _ _ _-- REMAIN FIRST FLOOR - - - -- EAST AND WEST ELEVATIONS li { C�FDE I I I I I I I EXISTING ! FcJ LL R UNDATiON WALL DRAWING PEPARED MAY I, 2018 I I I I I I ( CONCRETE ! ' SGALE: i i4° =i,-o'. PIER (TYP.) I , JOB NO.: 2005_055 I II { I EXISTING BASEMENT SLAB _ I _ — — — I i — DRAWING NO. WEST ELEVATION SCALE : 114 - 1 -0 �Q "cHAR� r A-4 ' RED A CONTINUOUS ALIGN RIDGE RIDGE VENT ARCHITECTURAL 5HINGLE5 OVER 30# FELT- PROVIDE ICE � WATER SHIELD AT 1x 8 CONTINUOUS --REMAIN PERIMETER VALLEYS 12 -------- FREEZE BOARD FREEZE BOARD I x 8 CONTINUOUS I x G" TRIM BOARD (TYP.) G" CORNER 51DING A5 5ELECTED 13Y BOARD (TYP.) OWNER OVf-R 'TWEK!' Ll I I I I HOUSE WRAP- TYP. ------------, ----] --- VINYL CLAD RAILING STYLE A5 WINDOWS (TYP.) --------EXI&TING-TG--R-EN4AIN-- SELECTED BY OWNER DECKING A5 PER OWNER E -NG T I FI RST FLOOR ...........-- . -- ----- ------- GRADE EXISTING FOUNDATION WALL EXISTING BASEMENT SLAB - - - - - - - - -- - -- - — - - -- - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — -- - - - - - - - - — — — — — — — — — SOUTH ELEVATION SCALE 114" = 1 '-0" ARCHITECTURAL 5HINGLE5 OVER 30# FELT- PROVIDE CONTINUOUS ICE t WATER SHIELD AT RIDGE VENT iYP. PERIMETER VALLEYS ALIGN RIDGE NUMBER DATE REMARKS ROBERT C. TAST, A.I.A. --- ® -- 19+- -- _ ARCHITECT FT� 620 CSTRANDER AVENUE RIVERHEAP, N-1- 11cf0l 651-5c1cf-8106 F &51-121-1244 12 17— 10 —1 x 8 CONTINUOUS G-Tia— FREEZE BOARD I x 8 CONTINUOUS I x G" TRIM FREEZE BOARD BOARD (TYP.) PROPOSED ADDITION AND ALTERATION VINYL CLAD OHL RES IDENOE rUTrH06UE, TOWN OF SOUTHOLD 51DIING AS SELECTED BY WINDOWS (TYP.) SUFFOLK rOIJN7Y, NEW YORK OVER "TYVEK!' CORNER HOUSE WRAP- TYP. BOARD (TYP.) Ll RAILING STYLE AS Vs 10 1 eft SELECTED BY OWNER c 4 c DECKING A5 PER OWNER NORTH AND 50UTH ELEVATIONSf I R5T FLOOR — L GRADE DRAWING PREPARED MAY 1, 2015 50ALE: 1/4" =1'-0" EXISTING FOUNDATION J WALL OB NO.: 2005055 NEW EXISTING BASEMENTSLABDRAWING NO. - - - - - - - - - - - - - - - - - - - - -- — — — — — — — — — NORTH ELEVATION r.D A-5 SCALE 114'I = 1 1-011 &wm Al CONTNUOU5 RIDGE VENT 51MP50N C520 @ I G" O.C. I 11' x 14" LVL RIDGE 4 EXTERIOR GRADE 5HEATHING ARCHITECTURAL x X- ROOF 5HINGLE5 X, Y2" DIA. DOLT5,13 PER SIDE 30# FELT PAPER 5" GUTTER5 AND 2" x 3" LEADERS 2xG J- J- O.C. r 112" EXTERIOR GRADE PLYWOOD SHEATHING — [L ._Jj 211 FOAM IN5UL + 8" 51DING OVER TYVEK HOUSE i IL WRAP- STYLE * COLOR A5 FG IN5UL. V GYP. IDD. 2 j SELECTED BY OWNER 51PP50N H3 2x4 STUDS AT 10' O.C. RAFTER REFER TO LIVING ROOM DETAIL ON G-I =IN FG. IN5UL. R-13 VENTED VINYL 50f f IT Ln F I� ------- FFr r- 51MF50N L5TA3G @ EACH STUD REFER TO DETAIL ON G-I I L-1 \L u-j- _j (2) 2xG PRESSURE fb TREATED SILL PLATE 1/ 3/41, p AND GLUE Lywoob SUB-fLOOP\,IN IL CIA FG IN5UL. -30 2x 10 F.J. @ J I _ - =-=='� GRADE VARIES 12" O.C. �y > 5/,5" 0 ANQbDK BOLT G" _ - - - - - - - - - - - - - -- 4" CONC. SLAB WITH GxG10/10 Xl� , , FROM CORNER 3'-0" O.C. vi X, (5" CONCRETE FOUNDATION WWF KEINMKCING X/ x �:<.\ f :,� .: ��- ,/, =�\ � � :.:�/, tloo'*�13 SECTION G MIL VAPOR BARRIER SCALE 114" = 1 '-0" G" POROUS FILL CONTNUOU5 RIDGE VENT 5IMP50N C520 @ ARCHITECTURAL I G11 O.C. R00f 5HINGLE5 2x 12 RIDGE 30# FELT PAPER X2" EXTERIOR GRADE SHEATHING NUMBER DATE REMARKS 0' 0 ROBERT C. TAST, A.I.A. AA ARCHITECT 2xG C.J. @ I G" O.C. 620 05TRANI7F-R AVENUE 112" EXTERIOR GRADE RIVERHEAD, NY` 11-:101 0 PLYWOOD SHEATHING GYP. BID. A- F 651--72-7-1:244 2 ATTIC ATTIC 'c' 51DI NG OVER TC EK HOU51f 2xG C.J. @ I G" O.C. WRAP- STYLE f- OLOR A5 FG IN5UL. R-30 ri SELECTED BY OWNER 811 I 2" fOAMN5UL + LIVING ROOMfG IN5UL. 5"GUFFER5 AND 2" x 3" 1 77777w7 *%2xG C.J. @ I G'- O.C. LEADERS PROPOSED ADDITION AND ALTERATION BEDROOM OHL RESIDENCE FG. I N5 U L. R- 13 ouTcHor-71JE, TOWN OF SOUTHOLD SUFFOLK 0OUNTY, NEW YORK --51MP50N L5TA3G @ EACH 7STUD REFER TO DETAIL ON G-I VENTED VINYL SOFFIT BATH I 2x4 STUDS AT I G" O.C. 3/141, PLYWOOD (2) 2xG PRESSURE \q/ AND GLUE LOOR, NAIL TREATED 51LL PLATE 5ECTION5 5UE3-f C I alk FG IN5UL. R-30 2x 10 F.J. @ 12 O.C. DRAWING PREPARED MAY 1, 2015 50ALE: 1/4" =1'-0" JOB NO.: 2005055 0 ANCHOR BOLT G" 4"CONC. SLAB WITH GxG, 10/10 FROM CORNER 3'-0" O.C. WWF REINFORCING D NO. 8" CONCRETE FOUNDATION G MIL VAPOR BARRIER NEI' G" POROUS FILL C H A'AP'4 A VSECTION A-G SCALE 11411 1 '-0" -Al CONTINUOUS RIDGE VENT PRE5GRIPTIVE DE51GN LIMITATIONS: SIMPSON C520 @ 16"O.C. ATTRIBUTE LIMITATION REFERENCE SEE PROPOSED SECTION FIGURE 8-8d COMMON NAILS IN EACH END BACK SELF SEAL ADHESIVE ON 14��-I rJ�� OF STRAP MIN. NUMBER OF STORIES 3 I.1.3.I e I.I I FLOOR SYSTEMS NE ROOF RAFTERS „ 1 NAIL GUIDE LI REFER TO PIANS FOR SIZE @ ,f 2G' 3.1.3.2a I G'-5" SPACING jl�- JOIST SPAN 24.. 3.I.3.2b - I G" J015T SPACING STEEL/I M ZINC COATED 3.I.3.2c 2.I a,d N/A N STEEL,SMOOTH SHANK CANTILEVERS/SETBACK-SUPPORTING LOADBEAKING 5HEARWALL OR NON-5HEARWALL D%4 3.1.3.2c 2.I b N/A NOTE: -' ROOFING NAILS L CANTILEVERS-SUPPORTING NONBEARING 5HEARWALL OR NON-5HEARWALL 4D 3.I.3.3d 2.I c,e NIA RIDGE STRAP MAY BE 5UB5TITUTEU APPROVED EQUAL CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWALL FOR 2x6 COLLAR TIES IN UPPER 1/3 tIl 1.3 N/A OF ROOF @ I G"O.C. 3'_Q„ 5 5/8"NOMINAL UNEXPOSED THROUGH BOTH LAYERS VERTICAL FLOOR OFFSET 3.1.3.2c I.G 1.7: 4 3M5 FLOOR DIAPHRAGM ASPECT RATIO 4:I FLOOR DIAPHRAGM OPENING LE55 OF 1 2'OR 3.1.3.2f 1.7 N/A 50%OF DIMENSION WALL 5Y5TEM5 RIDGE STRAP ROOF SHINGLE NAILING DETAIL 10' 3.1.3.3a - 8'-7" G- I SCALE : NONE JD5 LOADBEARING WALL HEIGHT 20' 3.1.3.3a 8'-7" Cj- I SCALE : NONE NON-LOADBEARING WALL HEIGHT 24" 3.1.3.3b 1 G" WALL STUD SPACING ,}' 3.1.3.3c 1.2 N/A 'ALIS 5HEARWALL PLAN OFFSET 3.1.3.3c 1.5 5.35:I- 5HEARWALL SEGMENTS ASPECT RATIO 3 I/2.I ROOF 5Y5TEM5 20 3.1.3.4a - 8'-G" ROOF RAFTER t CEILING JOISTS RAFTER SPAN(HORIZONTAL PROJF(--TION) 24„ 3.1.3.4b 1 G° REFER TO PLANS FOR SIZE 4 RAFTER 5PACING LESS OF 2'OR RAFTER 3.1.3.4c 2.1 f 12" SPACING OVERHANG LENGTH LENGTH/3 FLAT- 12:12 3.1.3.4d 2 1:1 2 SOLID BLOCKING @ ROOF SLOPE 4:1 3.1.3.4c I.G 3.5:1 JOINT IN PLYWOOD ROOF DIAPHRAGM ASPECT RATIO GMS IONS:MAXIMUM L/8 FOR CANILEVER SUPPORTING ONLY A ROOF WITH A 5PAN OF 28 FEET OR LE55. :TO HOLDOWN DETAIL. 8d NAILS @ 3"O.C. 8d NAILS @ G"O.C. FLOOR AREA 51MP50N H2 @ 1 E"O.C. 5-8d COMMON NAILS 8d NA115 @ G"O.C. NO CHANGE @ EACH END 6A5EMENT AREA: EXTERIOR WALL STUDS _ REFER TO PIANS FOR SIZE 4� LINE OF FOUNDATION FIR5T FLOOR AREA: SECTIONS FOR SPACING WALL 96o S.F.F. FT TYPICAL PLYWOOD NAILING PATTERN EXISTING: 640 5. RAER/TOP PLATE STRAPPING PROP05ED: G- I SCALE NONE : 1600 S.F. G- I SCALE : NONE TOTAL: EXTERIOR WALL 5TUD5 4'-O"O.C.TYP. REFER TO PLANS FOR 51ZE b JOISTS SECTIONS FOR SPACING ROOF RAFTER It CEILING JOISTS FLOOR JOISTS REFER TO FLOOR PLANS FOR SIZE REFER TO PLANS FOR SIZE 4 SPACING SPACING A A BLOCKING BEAM REFER TO PLANS FOR SIZE SECTION A-A BLOCKING 1„ 3.. ENDWALL — 51MP50N H3 HURRICANE FLOOR BRACI NG ENDWALL 4, CLIP @ I G"O.C.8-8d NAILS TOTAL G- I SCALE : NONE 51MP50N C518 t-C520 BEAM STRAP 8-8d NAILS REFER TO PLANS FOR 51Z TOTAL TOP t BOT. STEEL SHIMS CONCRETE FOUNDATION DECK J015T NAILS LA F REFER TO PLANS FOR SIZE 4 REFER TO PIANS MS FFOR SIZE SPACING 2-1Od NAILS @ 2x4 BEAM POCKET CEI'LINGJOIST BRACE @ 6'-O"O.C.CONTINUOS LATERAL LATERAL BRACE EACH HEADER J015T G- I SCALE : NONE REFER TO PLAN FOR SIZE GABLE END TRU55 AC4 EA.SIDE 28-1 Gd NAILS TOTAL 4x4 WOOD P05T I Oct NAILS @ G"O.C. 6-I Gd COMMON NAILS @ EACH GYPSUM BOARD NO FURRING SIDE 5d COOLER NAILS @ 7"O.C. 51MP50N C520 STRAP SIMPSON P544 2x4 BLOCK NAILED TO EACH BRACE @ EACH BRACE P05T BA5E WITH 4-1 Od NAILS NAILS BLOCKING A5 REQUIRED CONCRETE FOOTING REFER TO PLANS FOR SIZE 5d COOLER NAILS @ 7"O.C. ENDWALL STUDS CEILING CONNECTION TO GABLE ENDWALL NUMBER DATE REMARKS COLUMN CONNECTION GJ-1 SCALE : NONE c p A A�I��1AA ■ G- I SCALE : NONE �®�E�T Ce TASTE N EXTERIOR WALL STUDS ARCHITECT REFER TO PIANS FOR SIZE� SECTIONS FOR SPACING 620 OSTRANDER AVENUE • SIMPSON PHD5-5[)53 TYP. @ ALL RI VERHEAl7, NY 11101 -t OUTSIDE CORNERS 6�1-�j11-FJ106 631-12 I-1244 8d NAILS @ 4"O.C. SEE 307.4 24-5D5 1/4"x3"STUD FASTENERS FLOOR JOISTS EXTERIOR WALL STUDS 12" M REFER TO PLANS FOR SIZE 4 REFER TO FLOOR PLANS FOR SIZE SPACING SECTIONS FOR SPACING NAILS BASED ON SHEAR WALL —C87 COUPLER NUT REQUIREMENTS PROPOSED ADDITION AND ALTERATION DECK JOIST 7/8"0 HOLDDOWN ANCHOR I I I/4" OHL RESIDENC REFER TO PIANS FOR SIZE P SPACING MIN. EMBEDMENT GUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CONCRETE FOUNDATION NO CEILING REFER TO PLANS FOR 51ZE FLOOR J015T5 DIAPHGARM5 REFER TO FLOOR PLANS FOR 51ZE REQUIRED CENTER 2x BLOCKING ON SPACING SHEATHING JOINT 112"0 LAG BOLTON @ 12"O.C. CONCRETE FOUNDATION 1 ABL WOOD STRUCTURAL PANELS ED ON SHEARWALL 51MP50N U210 REFER TO PLANS FOR 51ZE GABLE FACE 4 R EQUIREMENTS WALL BELOW BASED GENE RAL HCR. @ I G"O.C. R ABLE ENDWALL FRAMING CCORNER HOLDOWN INFORMATION LEDGER BOARD CONNECTION G G- I SCALE : NONE (HD) G- I : G- I SCALE : NONE SCALE NONE DRAWING PREPARED MAY I, 2015 SCALE: 114" =P-0" FLOOR JOISTS EXTERIOR,WALL STUDS REFER TO FLOOR PLANS REFER TO PLANS FOR 2005_055 FOR 51ZE t 5PACIN SIZE 4 SECTIONS FOR SPACING DRAWING NO. 14- Od COMMON NAILS TOTAL 51MP50N L5TA18 @ I G"O.C. 51MP50N LTP4 @ 16"O.C. HEADER 12-8d COMMON NAILS REFER TO PLANS FOR 51ZE Uf ` TOTAL 51MF50N HH @ EACH END CONCRETE FOOTING TOTAL NAILS A5 PER REFER TO PLANS FOR g MANUFACTURER � } SIZE WOOD P05T1J.S REFER TO PLANS FOR SIZE HEADER/POST STRAPPING FOUNDATION WALU FLOOR STRAPPING G- I SCALE : NONE G- I SCALE : NONE